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Home My WebLink AboutReport 1() .,,_ r -4 ?z -< ~o 2 -n (:') 0 ;o -m rA z oo zz ~. £8 0 el '"' -~ '::! ;o ,z .. ... g~ f;; I ! i · VJ ! ~\ I -~ ~. r' i i j .... ' I i • CI TY OF R ENTON 11/GII U NDS ,15 ZON E R ESERVOIR VD GIN£ GEN ERATO .;,, \ ,. )1\ .1\ I Ir' r' () ;~ z ;.;Q :z "Tl (i) ;o g rn ::;z ~ ..... oo z,Z I --------------------- (----::'.:"_': ' I • I (----=~~ ' ' r----- • ~, CITY OF R ENTON •:!'!!• HIGIILA;ms "/5 zorvE RESER;OIR TREE CUTTING, LAND CLEAR ING AND DEMOLITION PLAN I 1 · I r • •• -• • . ,3\ld -: • I! I • <:>::..:::.i:a: Nlfld ~Nldll0S0Nlf1 03S0d0ijd f --; 30 ~IJ'lfN\1111 -~ · ¥ ij e, m Yl/3 39 3 /9N30N -.: . N,t)\S SHOIS1A3ti • a !, o st011 N3S3N 3NOz rr,sa .vn119 111 • M · ___.__., ... , ... -... --I u NO.L Nill/dOA.LD , .,c=,---•••• -•~-~ •- Ii l!il m;u II u11 ieer1: 'If§ ll I ~ llil m g • 11n I r u ,A ii ! !I" () ,0 ;1aum I 1: ;~ rT'I I I () H §I !~ ~cc ! I I z ,i!!u,! ~o rT'I pi~ iUG§""! ' . 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' RESERVOIR FLOOR PLAN ' Denis Law Mayor March 24, 2016 J.D. Wilson City of Renton 1055 5. Grady Way, 5th Floor Renton, WA 98057 Subject: Hearing Examiner's Final Decision City Clerk -Jason A. Seth, CMC RE: Highlands Reservoir, LUA-lS-000864 Dear Mr. Wilson: The City of Renton's Hearing Examiner has issued a Final Decision dated March 22, 2016. This document is immediately available: • Electronically on line at the City of Renton website {www.rentonwa.gov); • To be viewed at the City Clerk's office on the 7th floor or Renton City Hall, 1055 South Grady Way, between 8 am and 4 pm. Ask for the project file by the above project number; and • For purchase at a copying charge of $0.lS per page. The estimated cost for the Hearing Examiner Documents is $3.15, plus a handling and postage cost {this cost is subject to change if documents are added). APPEAL DEADLINE: RMC 4-8-080 provides that the final decision of the Hearing Examiner is subject to appeal to the Renton City Council. RMC 4-8-110(E)(14) requires appeals of the Hearing Examiner's decision to be filed within fourteen (14) calendar days from the date of the hearing examiner's decision. Appeals must be filed in writing together with the required fee to the City Council, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, {425) 430-6510. RECONSIDERATION: A request for reconsideration to the Hearing Examiner may also be filed within this 14 day appeal period as identified in RMC 4-8-110(E)(13) and RMC 4-8- 100(G)(9). Reconsiderations must be filed in writing to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding 1055 South Grady Way , Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov • the reconsideration process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, {425) 430-6510. A new fourteen {14) day appeal period shall commence upon the issuance of a reconsideration decision. I can be reached at (425) 430-6510 or jseth@rentonwa.gov. Thank you. s~~ Jason A. Seth City Clerk cc: Hearing Examiner Clark Close, Associate Planner Jennifer Henning, Planning Director Vanessa Dolbee, Current Planning Manager Brianne Bannwarth, Development Engineering Manager Craig Burnell, Building Official Sabrina Mirante, Secretary1 Planning Division Ed Prince, City Councilmember Julia Medzegian, City Council Liaison Parties of Record (30) March 24, 2016 STATE OF WASHINGTON COUNTY OF KING CERTIFICATE OF MAILING ) ) § ) JASON A. SETH, City Clerk for the City of Renton, being first duly sworn on oath, deposes and says that he is a citizen of the United States and a resident of the State of Washington, over the age of 21 and not a party to nor interested in this matter. That on the 24th day of March, 2016, at the hour of 4:30 p.m. your affiant duly mailed and placed in the United States Post Office at Renton, King County, Washington, by first class mail the Hearing Examiner's Final Decision RE: Highlands Reserve {LUA-15-000864) to the attached parties of record. City of Renton 1055 S Grady Way Renton. WA 98057 Bonnie Curtis 1414 Monroe Ave NE, #124 Renton, WA 98056 3327 NE 12th St Renton, WA 98056 Frank Fields 1414 Monroe Ave NE, #108 Renton, WA 98056 Jackie Jorgenson 1414 Monroe Ave NE, #333 Renton, WA 98056 June Beal 1414 Monroe Ave NE, #203 Renton, WA 98056 Kvle Pettibone RH2 22722 29th Dr SE, #210 Bothell. WA 98021 Lois Coates 1414 Monroe Ave NE, #328 Renton, WA 98056 Ralph Evans 1414 Monroe Ave NE, #234 Renton, WA 98056 Rev. Dr. Phvlis Beaumonte 1414 Monroe Ave NE, #314 Renton. WA 98056 Alice Maurice 1414 Monroe Ave NE, #306 Renton, WA 98056 Carol Brahm 1414 Monroe Ave NE, #330 Renton, WA 98056 ft!~~~~~;f~ii\t:{f}Ii~t~~~ Ed Hames 1414 Monroe Ave NE, #402 Renton, WA 98056 Fred Thompson 1414 Monroe Ave NE, #126 Renton, WA 98056 James Ross 1414 Monroe Ave NE, #A Renton, WA 98056 Karen LaPrairie 1414 Monroe Ave NE, #205 Renton, WA 98056 Lee Ann Jahn 1414 Monroe Ave NE, #127 Renton, WA 98056 Michael Grav 1414 Monroe Ave NE Renton, WA 98056 Ralph West 1414 Monroe Ave NE, #330 Renton. WA 98056 Robert & Nancv Leverle 1414 Monroe Ave NE, #401 Renton, WA 98056 Almeda Jones 1414 Monroe Ave NE, #2 Renton, WA 98056 Dan Dahlquist 1414 Monroe Ave NE, #227 Renton, WA 98056 Parr Evergreen Place Retirement 1414 Monroe Ave NE, 117 Renton, WA 98056 J.D. Wilson City of Renton 1055 S Grady Way, 5th Floor Renton, WA 98057 Jav Hale 3327 NE 12th St Renton, WA 98056 King Parker 1414 Monroe Ave NE, #310 Renton, WA 98056 Liz Daniels 1414 Monroe Ave NE Renton, WA 98056 R Rosenstock 1414 Monroe Ave NE, #313 Renton, WA 98056 Rebecca Manglinong 1414 Monroe Ave NE, #308 Renton, WA 98056 Ruth Elliott 1414 Monroe Ave NE, #304 Renton, WA 98056 Tom & Betsy Bingaman 1414 Monroe Ave NE, #206 Renton, WA 98056 Tonv Pardi RH2 22722 29th Dr, Ste 210 Bothell. WA 98021 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 BEFORE THE HEARING EXAMINER FOR THE CITY OF RENTON RE: City of Renton Highlands Reservoir Conditional Use, Site Plan, SEPA Review and Street Modification LUAlS-000864, ECF, SA-H, CU-H, MOD Summary FINAL DECISION The City of Renton has applied for a conditional use permit, site plan approval and street improvement modification. The conditional use permit, site plan and street improvement modification are approved with conditions. The applicant is requesting Environmental (SEPA) Review, Site Plan and Conditional Use Permit Reviews, and a Modification to street improvements for development at the Highlands Reservoir site and associated improvements within the NE 12th St corridor. The 204,555sf (4.7 acre) property at 3410 NE 12th St is located in the Residential-JO (R-10) zone. The project is part of the City's public drinking water utility. The proposed on-site improvements are the construction of a 6.3 million gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, a new access road, and relocation of existing telecommunication equipment. Off-site improvements within the NE 12th St right-of-way include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. CONDITIONAL USE, SITE PLAN& STREET MODIFICATION The applicant requests a street modification from the RMC 4-6-060 standards along 3410 NE 12th 2 St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Testimony Clark Close, Senior Planner, summarized the staff report. Mr. Close stated the Highlands Reservoir site had been in use as a water supply since the U.S. government first constructed a reservoir there in the 1940s to support the Boeing plant during the Second World War. Mr. Close noted the reservoirs had outlived their useful life and were in need of replacement. The proposal requires a Hearing Examiner site plan and design review and a conditional use permit. Additionally, the applicant is requesting a street improvements modification from RMC 4-6-060 along 34 l O NE 12'h Street to include two feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5- foot sidewalk. Mr. Close stated there are currently 99 trees on the site. The City proposes to retain 17 trees. There are no critical areas on site. The site has man-made engineered sloped of 15-25%. The remainder of the site is flat with an approximately 2% slope. The subject site is very close to residential development. The adjacent residences currently enjoy territorial views of mature forest. Under the application, the forest will be logged. Some of the existing trees (17) will remain and new ones will be planted in a proposed 10-15' buffer, though the site will not return to a forested condition. To compensate for the aesthetic impacts on residents, the City proposes to have stamped concrete architectural features and vine trellises, in addition to the landscape buffer. The tank will also be partially buried, though the side nearest the residences will be 25' above existing grade. The allowed height in the zone is 30 feet. Stormwater will be collected in a vault on site and released into two separate stormwater basins. In response to the examiner, Mr. Close stated the design phase of the project will take about a year. Then the State Department of Health will begin their review. It will be 2.5-3 years before construction begins. Abdool Gafour, Water Utilities Manager, spoke in response to the examiner. He stated the City needed to be able to plan for growth and provide fire protection. He noted prior earthquakes had caused leaks in the reservoir. The existing reservoir cannot be repaired. It has reached it useful life and must be replaced with a system with higher capacity. Mr. Gafour noted the reservoir is an necessary public facility. He stated it takes the City about six years to find suitable reservoir locations. This site is the best available in order to keep water pressure at the City's current standard. A site like this is almost impossible to replace elsewhere. CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 2 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Mr. Gafour stated the City was sensitive to the impact of the loss of trees on residents. He stated the design calls for replacement of as many trees as is feasible with the largest trees that could be viable. Even so, it will be approximately 20 years before the trees reach maturity. King Parker, Concerned Citizen, lives at 1414 Monroe Avenue NE, Room 310. His home is directly adjacent to the project site. Mr. Parker is a former Renton City Council member. He stated the residents of his community, Evergreen Place, generally support the project and understand why it is so essential. Mr. Parker stated he was disappointed that the City staff had not made an effort to directly communicate with his community. Going forward, the residents of Evergreen Place would appreciate more communication with staff. Mr. Parker stated several concerns related to the design of the project and its construction. He stated the time of the work should begin at 8 am rather than 7 am. He is concerned about construction noise levels and dust. He is also concerned about traffic impacts during construction. The structure will be very high next to the adjacent residents and may cause attrition as residents move away from the community due to the aesthetic impacts. He does not feel the City's proposed aesthetic improvements will be effective. The proposed 10' planting strip is not wide enough. There will also be a large shadow cast by the water tank and a consequent reduction in sunlight to adjacent residences. The removal of mature forest will be a large direct impact. The retention of 17 trees and replacement with a narrow planting strip will not mitigate the impact. The site currently drains into the residents backyards. Mr. Parker could not see how the loss of73,000sfofturfwould help that circumstance. Mr. Parker stated he and his neighbors would appreciate a larger buffer strip with some potential open space between the lot line and the reservoir. They would also like to see traffic restrictions during construction. Finally, the residents request a City contact person they can call. Vanessa Dolbee, Current Planning Manager, noted the City would keep the adjacent residences appraised of progress via their homeowners association or by other means. Ralph Evans, Concerned Citizen, lives in Room 234 of Evergreen Place. Mr. Evans asked if the City could move the proposed access road on the south side of the new reservoir to the north. There is an existing traffic issue that a new access road on the south side of the site could exacerbate. Jay Hale, Concerned Citizen, lives at 3327 NE 12th Street, directly across from the existing site entrance. Mr. Hale is concerned about the noise from the generator replacement. He asked if the generator building could be insulated. He also noted that when the existing generator starts up, it triggers an alarm that rings until someone comes to turn it off. It is loud at all times of the day or night. Mr. Hale also stated every time work is performed on NE t zth Street, there are negative impacts to his property. He's already had his mailbox knocked off its post and quarry spall overrun his driveway. In the past he has also been prevented from parking in his own driveway. CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 This is a blind hill. A traffic management plan needs to be in place. Finally, though the City might only use the site once a week or so, it leases space to wireless communication facilities. These companies service the site 24/7. Mr. Hale wants to ensure there are strict construction hours. Kyle Pettibone, RH2 Engineering, the City's Consultant, stated the existing generator is not insulated. The new generator will be housed in an insulated structure and should be much quieter than the existing generator. Mr. Gafour stated the City will reach out to residents throughout the process. He also stated they will have an approved haul route with a traffic control plan that will include signage, road sweeping and flaggers. The staff can create a construction plan to limit hours of construction and ensure equipment will not be running early in the morning. Mr. Gafour stated he had spoken with the City's Parks Department about creating a pocket park at the site. The Parks Department does not support parks at this scale. They focus on larger neighborhood and regional parks with more acreage and facilities. However, Mr. Gafour stated the City had considered increasing the buffer by reducing the roadway width for the access road servicing the reservoir. The issue may come down to fire access. The design at this point has not been finalized. Mr. Gafour also stated the City would inform adjacent residents about the concrete pour days. John (JD) Wilson, Engineering Project Manager, stated the site location is the best location the City could find without having to condemn adjacent properties. He stated the City could not bury the reservoir further and thus reduce its aesthetic impact and bulk because the elevation is required to maintain water pressure within the City's design standards. The overflow elevation for the entire system is designed at 435 feet above sea level. The reservoir as designed will maintain the proper elevation for the overflow and thus maintain the proper water pressure in the City's water system. Exhibits The March 8, 2016 Staff Report Exhibits 1-26 identified at Section B of the Staff Report were admitted into the record during the hearing. In addition, the following exhibits were admitted during the hearing. Exhibit 27 Exhibit 28 Exhibit 29 Exhibit 30 Exhibit 31 City of Renton PowerPoint March 8, 2016 Staff Report Comment Letter from Residents of Evergreen Place, February 27, 2016 Comment Letter from Residents of Evergreen Place, March I, 2016 City of Renton COR Maps FINDINGS OF FACT CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 4 Procedural: I. Applicant. City of Renton. 2 3 4 5 6 7 2. Hearing. The Examiner held a hearing on the subject application on March 8, 2016 at 11:00 8 am in the City of Renton Council Chambers. Substantive: 3. Project Description. The applicant is requesting Environmental (SEPA) Review, Site Plan and Conditional Use Permit Reviews, and a Modification to street improvements for development at 9 the Highlands Reservoir site and associated improvements within the NE 12th St corridor. The 204,555sf(4.7 acre) property at 3410 NE 12th St is located in the Residential-IO (R-10) zone. The Comprehensive Plan Land Use Designation is Residential High Density (RHO). The project is located within the Wellhead Protection Area zone. It is the Highlands 435 Zone Reservoir and Emergency Generator Site. The project is part of the City's public drinking water utility. Portions of the site are also used for public and private telecommunications. 10 II 12 The proposed on-site improvements are the construction of a 6.3 million gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, a new access road, and relocation of existing telecommunication equipment. Off-site improvements within the NE 12th St right-of-way include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. Access to the site is through two driveways from NE 12th St. The project would excavate 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed. New landscaping and screening is proposed. The applicant requests a street modification from the RMC 4-6-060 standards along 3410 NE 12th St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 6-foot parking strips, 8-foot planting strip, and 5-foot sidewalk. The site is surrounded by Residential Multi-Family (RFM), Residential 8 (R-8) and Residential 10 (R-10) zoned properties in Residential Medium Density and Residential High Density Land Use Designated areas. There are no critical areas on site. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 4. Adequacy of Infrastructure/Public Services. The project will be served by adequate infrastructure and public services as follows: CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 5 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 A. Water and Sewer Service. The site is served by the City of Renton for all utilities. The site itself is an existing water tower location in the City of Renton Water District. Sewer service is provided by the City of Renton. A future phase would require a cut and cap of the existing side sewer connection for the chlorination building and vault. Any future development will undergo appropriate review and permitting with respect to utilities. B. Fire and Police. Police and Fire protection are provided by the City of Renton. Adequate services and facilities exist to service the proposed redevelopment. C. Drainage. Drainage from the site will be controlled by new on-site stormwater detention vaults. The project will comply with the Proposed Drainage Plan (Ex. 12). A Technical Information Report (TIR), prepared by Rl-12 Engineering Inc., dated November 2015, was submitted with the project application (Ex. 7). The submitted TIR addresses construction of the subject new storage tank and includes planning information for future phases of the water utility system expansion. The proposed development would create stormwater runoff from the site development at 3410 NE 12th St for the proposed water storage tank, generator shelter, fuel storage tank and load bank, and access road. The existing impervious surface coverage of the 3410 NE 12th St property is approximately 33 percent (33%). Following development of the new water tank and associated improvements, the property would have an approximate 69 percent (69%) impervious surface coverage (Ex. 4). New impervious surfaces would be collected and conveyed to the proposed on-site stormwater detention vaults and then be released in a controlled manner to North Renton Basin (aka John's Creek Basin) Threshold Discharge Area (TOA) and Honey Creek Basin TOA (Ex. 12). Water from within the new 6.3-million-gallon storage tank would be released as part of maintenance and in emergency situations. The new wastewater/sewer interceptor pipe in NE 12th St would be used for draining water from the new water storage tank (Ex. 4). This use of the interceptor is anticipated to occur for two situations, when the water storage tank is drained of water for inspection and maintenance of the interior of the new tank and on the rare occasion that water overflows from the new tank. D. Parks/Open Space. City development standards do not require any set-asides or mitigation for parks and open space for utilities. CONDITIONAL USE, SITE PLAN& STREET MODIFICA TJON 6 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 E. Transportation. Access to the site is proposed via two connections. One is located near the southeast side of the parcel and the other is located on the southwest side of the parcel. Both are from NE 12th St. No increase in traffic is expected as a result of the proposal. The applicant has requested a street modification from the RMC 4-6-060 standards along 3410 NE 12th St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. F. Parking. There are no specific parking regulations for public activities outside of schools, post office or cultural facilities. However, the use does require maintenance of the site so a minimum of one onsite space would be necessary. The water reservoirs site has two (2) ingress and egress points along NE 12'h St. Frontage improvements would include driveway cuts that are a minimum of 5 feet from the east and west property lines and will be designed with a commercial approach up to 20-foot wide driveway approaches for access to the maintenance road and areas. There is one existing space for maintenance vehicle to park in a gravel surface area near the existing booster pump station when visits to site are made. Ample space is available within the property limits to allow maintenance vehicles to park onsite. 5. Adverse Impacts. There are no significant adverse impacts associated with the project. Few adverse impacts are anticipated since there are no critical areas on site, the proposal is a redevelopment for the same use and adequate infrastructure serves the site as determined in Finding of Fact No. 4. The SEPA MDNS mitigation measures in the Environmental Report (Ex. 16) are adopted as Conditions of Approval. Adoption of Ex. 6 encompasses both the Findings of Fact and the Conclusions of Law of Staff. All other adverse impacts discernible from the record are also fully mitigated. Impacts are more specifically addressed as follows: A. Structure Placement and Scale. As conditioned, the structure placement and scale is not expected to create undue adverse impact on the adjacent residences. The proposed reservoir facility is presently designed so that it is very near the north property line and close to adjacent residences. The allowed height in the zone is 30 feet. The structure will only be 25 feet in height above the grade on its lot. However, the adjacent residences are at a lower grade and therefore the wall will be visually higher from the adjacent property than as viewed from the site's ground level. RMC 4-9-200E(3)(b)(i) requires mitigation of impacts to surrounding properties by restricting overscale structures and overconcentration of development on a particular portion of the site. Presently, the adjacent residences abut mature forest. Under the proposed development, a 25 foot high by 259 foot long (Ex. 17 and 24) wall starting above the grade of the adjacent residences would be placed 33 feet from the property line. Windows from the first and second stories of the adjacent residential building would face the wall. The third story of this building will look at the CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 7 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 reservoir's concrete cap until such time as the proposed landscape trees mature, in approximately two decades. The City has attempted to mitigate the impacts of this development by burying a portion of the proposed reservoir to the extent feasible given the City's water system water pressure requirements in relation to the tank's overflow elevation; by proposing concrete stamping to increase visual interest and reduce the amount of blank wall; and by providing vegetation in the form of buffer plantings and vine trellises. The City argues in the staff report that the building is not overscale in that it complies with the height limits, lot coverage and setback requirements in the zone. While this is technically true, the visual impact of a 25 foot high concrete wall so close to the property line is a legitimate concern for the neighboring residences. One would not expect a building in the residential zone to consist of a 259 foot long, 25 foot high, unbroken line of concrete holding back in excess of six million gallons of water. Residential dwellings typically have modulation and pedestrian scale windows and openings which break up the line and reduce the visual bulk of the building. This structure, by definition, will be massive and cover more than a full acre ( 45,066sf). The City staff testified the design is not yet finished and there may be an opportunity to move the reservoir structure further south, thus increasing the buffer width adjacent to the existing residences. The examiner encourages the City to make every attempt to do so including working with the Fire Department to limit the location and width of access roads to the minimum required for fire safety. Without being an expert in fire prevention, to the examiner it seems a concrete water reservoir is an unlikely fire risk. And, though the City's parks department will not officially maintain a park smaller than 2.5 acres, there is no reason this additional open space cannot be made available to the public as mitigation for the lost vegetation and forest backdrop. This is a City owned property that will be maintained by the City's utilities whether or not the public are allowed to use a portion of it. The City may devise a way to allow the public some open space without compromising the safety or utility of the facility. A condition of approval will require the City to work with the neighboring property owners to devise acceptable facade, articulation, modulation, roof and landscape treatments to the extent feasible given the requirements of the public facility. A further condition of approval will require the City to explore options for increasing the landscape buffer width adjacent to the existing residential properties to the north and for creating publicly accessible open space on the subject site. B. Views. See above under Structure Placement and Scale. C. Lighting. A lighting plan was not provided. A condition of approval will require the City to create a lighting plan at the time of building permit review. All lighting must have shielding and cutoffs, with particular attention to the areas where the project site is above the surrounding grade and adjacent to residences. CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 8 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 D. E. Operational Noise Levels. As proposed and conditioned, the operational noise levels should not cause an adverse impact to adjacent properties. Mr. Hale testified that when the existing generator starts up, it triggers an alarm that rings until someone comes to turn it off. It is loud at all times of the day or night. The staff report states the replacement emergency generator would be housed in a metal cabinet that would attenuate the noise emanating from the generator. The staff report states there are two scenarios for noise being generated: I) once a week on a weekday (Monday, Tuesday, Wednesday, Thursday or Friday) and between the hours of I 0:00 am and 2:00 pm, the generator would run for 15 minutes to verify that it remains operational; and 2) when there is a commercial power outage. Presumably it is the latter scenario that impacts Mr. Hale given its unpredictable timing and duration. This generator is exempt from WAC 173-60-40, Maximum permissible environmental noise levels, via exemption WAC 173-60-50( 4)(f) 'Sounds created by emergency equipment and work necessary in the interests of law enforcement or for health safety or welfare of the community.' Mr. Pettibone testified, and the staff report suggests the generator would meet the requirements of WAC 173-60-40 for daytime in a residential setting and would represent an overall reduction in noise levels from the present circumstance. The examiner is not certain why an unmanned station would require an on-site alarm rather than triggering a remote alarm at a manned location. A condition of approval will require the City to either install a remote shut off for the alarm or install a timer switch so that the alarm shuts itself off within 15 minutes of the initial outage. Natural Features and Landscaping. The site contains 114 healthy trees. The City proposes removal of all but 17 trees. RMC 4-4-l 30(H)(l )(a)(ii) requires that 20 percent of the trees on site be retained. In this instance, 23 trees would be retained or replaced at a rate of 12 caliper inches of new trees for each tree removed (RMC 4-4-130(H)(l)(e)(i)). However, RMC 4-4-l 30(H)(1 )(b) exempts utility uses from the tree retention requirements if the applicant can justify the exemption in writing to the Administrator's satisfaction. At this point, the City intends to meet the requirements for tree retention both through retention of trees on the southern portion of the lot and through additional landscape buffer plantings. The City has not yet submitted a landscape plan. A condition of approval will require the City to submit a landscaping plan demonstrating compliance with RMC 4-4-130. As noted above in Finding of Fact 5(A), the landscaping plan shall demonstrate, to the extent feasible, an increased landscape buffer width and planting density to reduce the impact of the scale and bulk of the reservoir structure. The applicant proposes removal of a majority of the existing trees onsite. The existing topography of the site is not proposed to significantly change. There are some sensitive slopes (greater than 25 percent and less than or equal to 40 percent) on the project site and downstream of the project site. There are also slopes downstream of the project site that would be at moderate risk for landslide. Site preparation for the reservoir would include the removal of all vegetation, root mass, organic soils, existing pavement and structures, and any deleterious debris from CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 9 2 3 4 5 6 7 8 9 10 ll 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 construction areas including locations where structural fill would be placed. The applicant's engineer anticipates construction of the new reservoir may require temporary excavations on the order of 4 to 12 feet below existing adjacent grade. New landscaping is proposed around the east, west and north sides of the new reservoir. F. Construction Noise and Dust. Members of the public expressed concern regarding construction noise and dust. The neighboring senior living community, Evergreen Place, has several residents that are very sensitive to dust (Ex. 29). It is anticipated that most of the noise impacts would occur during the construction phase of the project. The City has submitted a Construction Mitigation Plan (Ex. 9) that provides measures to reduce construction impacts such as noise, control of dust, traffic controls, etc. In addition, the project would be required to comply with the City's noise ordinance regarding construction hours. At hearing, City staff stated they would work with residents to limit the hours of operation of construction machinery. A condition of approval will require the City to meet with adjacent residents to discuss construction scheduling and hours of operation. A further condition of approval will require the City to provide a project contact person for residents. G. Construction Traffic Impact. No increase in traffic is anticipated as a result of the project. Mr. Parker, Mr. Hale and Mr. Evans as well as two comment letters (Ex. 29 and 30) expressed concern regarding traffic impacts related to the reconstruction of NE 12th St and at the entrances to the subject site. The project includes the half street reconstruction of NE 12th Street from Edmonds Avenue NE to the subject site at Olympia Avenue NE, a distance of approximately 3,200 linear feet (0.6 miles) (Ex 3). The staff report requests a modification to street requirements ofRMC 4-6-060(F)(2) at 3410 NE 12th Street to revise the street classification of NE 12th Street to be compliant with the City's proposed Sunset Area Street Classification Map. The City proposes to provide half street improvements resulting in 2 feet of right-of-way dedication along the project side of NE 12th St. A portion of the staff report suggests the new profile will include new curb and gutter, 5- foot bike lane, 8-foot planting strip, and 5-foot sidewalk (See Ex. 28, page I). Later in the report the bike lane becomes a 6-foot parking strip (See Ex. 28, pages 15 and 18 and Ex. 26). The examiner concludes the requested modification includes 6-foot parking strips without an additional 5-foot bike lane. The report also mentions off-site improvements within the NE 12th St right-of-way will include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. NE 12th Street is currently classified as a Minor Arterial and under RMC 4-6-060(F)(2) would be required to have a 91-foot right of way width to accommodate four lanes of traffic with 8-foot planter strips and 8-foot sidewalks. The City has recently adopted the Sunset Area and has proposed a new Street Classification Map which reclassifies NE 12th Street between Edmonds Avenue and Monroe Avenue NE in the subject's vicinity. The CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 10 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 proposed right of way is 60 feet with two IO-foot travel lanes, 6-foot parking strips, 8-foot planters and 5-foot sidewalks. The current code is in conflict with the recently adopted street standards in this area (Ex. 26). No right of way plans, profiles or other construction drawings were provided. No Preliminary Traffic Control Plan was provided (Ex. 9). As a condition of approval, the City will not be able to begin off-site improvements within the NE 12'h Street right of way without an approved Traffic Control Plan. H. Stormwater. No impacts from stormwater are anticipated. A Technical Information Report (TIR), prepared by RH2 Engineering Inc., dated November 2015, was submitted with the project application (Ex. 7). The submitted TIR addresses construction of the subject new storage tank and includes planning information for future phases of the water utility system expansion. The proposed development would create stormwater runoff from the site development at 3410 NE I 2th St for the proposed water storage tank, generator shelter, fuel storage tank and load bank, and access road. The existing impervious surface coverage of the 3410 NE 12th St property is approximately 33%. Following development of the new water tank and associated improvements, the property would have an approximate 69% impervious surface coverage (Ex. 4). RMC 4-2-1 IOA limits impervious surface in the R-10 zone to 70%. New impervious surfaces would be collected and conveyed to the proposed on-site stormwater detention vaults and then be released in a controlled manner to North Renton Basin (aka John's Creek Basin) Threshold Discharge Area (TOA) and Honey Creek Basin TOA (Ex. 12). Water from within the new 6.3-million-gallon storage tank would be released as part of maintenance and in emergency situations. The new wastewater/sewer interceptor pipe in NE 12th St would be used for draining water from the new water storage tank (Ex. 4). This use of the interceptor is anticipated to occur for two situations, when the water storage tank is drained of water for inspection and maintenance of the interior of the new tank and on the rare occasion that water overflows from the new tank. Mr. Parker testified that stormwater runoff from the site currently flows onto the Evergreen Place property. He is concerned there will be an increased impact with the additional impervious surface. The project will conform to the City's Best Management Practices (Ex. 8) and the 2009 King County Surface Water Design Manual (Ex. 15). Both of these prohibit an increase in off-site runoff to adjacent properties. CONDITIONAL USE, SITE PLAN& STREET MODIFICATION II 2 3 4 5 Conclusions of Law 1. Authority. Utilities are allowed in the Residential 10 (R-10) district as a conditional use subject to Hearing Examiner review (RMC 4-2-060(0)). RMC 4-8-080(G) classifies conditional use applications as Type Ill permits when Hearing Examiner review is required. RMC 4-9-200(B)(2)(a) requires site plan review for all development in the R-10 zones. In the absence of the conditional use 6 permit application, no Hearing Examiner review would be required for the site plan and it would be classified as a Type II permit by RMC 4-8-080(G). RMC 4-8-080(G) classifies modifications, 7 8 9 10 11 12 13 14 15 16 17 18 deviations and alternatives of various code standards, such as the street standard modification request in this proposal, as Type I permits, which are administratively approved by Staff with no required hearing. All four of the aforementioned permits have been consolidated. RMC 4-8-080(C)(2) requires consolidated permits to each be processed under "the highest-number procedure." The conditional use has the highest numbered review procedures, so all four permits must be processed as Type lll applications. As Type III applications, RMC 4-8-080(G) grants the Examiner with the authority to hold a hearing and issue a final decision on them, subject to closed record appeal to the City Council. 2. Zoning/Comprehensive Plan Designations. The subject is located in the Residential-IO (R-10) zone. The Comprehensive Plan Land Use Designation is Residential High Density (RHO). 3. Review Criteria. Conditional use criteria are governed by RMC 4-9-030(0). Site plan review standards are governed by RMC 4-9-200(E)(3). Street modifications are governed by RMC 4-6- 060(Q)(l ). All applicable criteria are quoted below in italics and applied through corresponding conclusions of law. Conditional Use The Administrator or designee or the Hearing Examiner shall consider, as applicable, the following 19 factors for all applications: 20 21 22 23 24 25 26 RMC 4-9-030(C)(l): Consistency with Plans and Regulations: The proposed use shall be compatible with the general goals, objectives, policies and standards of the Comprehensive Plan, the zoning regulations and any other plans, programs, maps or ordinances of the City of Renton. 4. The proposal is consistent with Goals L-P, L-U, and L-BB, and Policies L-49, U-3, U-6 through U-13, U-16 and CF-7 as quoted at pages 5-6 of the Staff Report because as designed and mitigated the project provides an essential public utility, a water reservoir ensuring that adequate utility services would be available to support existing and future development in the City. As conditioned, the proposal is consistent with all applicable zoning and other development standards as outlined in Finding 17 of the Staff report, adopted and incorporated by this reference as if set forth in full. CONDITIONAL USE, SITE PLAN& STREET MODIFICA TJON 12 2 RMC 4-9-030(C)(2): Appropriate Location: The proposed location shall not result in the 3 detrimental overconcentration of a particular use within the City or within the immediate area of the proposed use. The proposed location shall be suited for the proposed use. 4 5 6 7 8 5. As testified during the hearing, the present site is likely the only feasible location for the subject use. The proposal does not result in the detrimental overconcentration of the use because the proposal expands and existing utility on the same site, rather than adding a new water reservoir location. As discussed in Conclusion of Law No. 4, the proposed location is suitable for the proposed use. Given these factors the criterion is met. RMC 4-9-030(C)(3): Effect on Adjacent Properties: The proposed use at the proposed location 9 shall not result in substantial or undue adverse effects on adjacent property. 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 6. As determined in Finding of Fact No. 5, as conditioned and mitigated, there are no adverse impacts associated with the proposal, so it will not result in substantial or undue adverse effects on adjacent property. The main issue with the proposal is the scale and placement of the reservoir facility. The existing site is primarily forested with mature trees. The proposed site will include a 259 foot long wall, 25 feet high within 33 feet of the property line. It will obstruct views of existing residences and substantially change the character of the neighborhood. The City will mitigate this impact by providing landscape buffers, trellises on the wall and concrete stamping. Conditions of approval will require the City to work with the neighbors to devise acceptable facade, articulation, modulation, roof and landscape treatments to the extent feasible given the requirements of the public facility. A further condition of approval will require the City to explore options for increasing the landscape buffer width and planting density adjacent to the existing residential properties to the north and for creating publicly accessible open space on the subject site. RMC 4-9-030(C)(4): Compatibility: The proposed use shall be compatible with the scale and character of the neighborhood. 7. As determined in Finding of Fact No. 4, the proposed use is an existing use that has been in place since the 1940s. As such, it predates the adjacent development and is compatible with the scale and character of the neighborhood as it has grown up around this use. As noted in Conclusion of Law No. 6, the scale of the proposed redevelopment is not compatible with the character of the development without mitigation. Conditions of approval will require the City to work with adjacent neighbors to improve the compatibility of the site to the existing neighborhood. RMC 4-9-0JO(C)(S): Parking: Adequate parking is, or will be made, available. 8. Adequate parking exists on the site currently. Parking needs are not anticipated to increase as a result of the project. This criterion is met. CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 13 2 3 4 5 6 7 8 RMC 4-9-030(C)(6): Traffic: The use shall ensure safe movement for vehicles and pedestrians and shall mitigate potential effects on the surrounding area. 9. As determined in Finding of Fact No. 5, the project will improve traffic in the general area by constructing half street improvements in the subject's vicinity. The project will include new sidewalks, parking strips and landscaping strips that should improve pedestrian mobility and safety along this portion of NE 121h Street. There are rarely more than a few people at the subject site. Internal circulation will be minimal and safe. A condition of approval will require the City to submit a Traffic Control Plan prior to work in the right of way. The criterion is met. RMC 4-9-030(C)(7): Noise, Light and Glare: Potential noise, light and glare impacts from the 9 proposed use shall be evaluated and mitigated. IO II 12 13 14 15 I 0. As determined in Finding of Fact No. 5, noise and light impacts are adequately addressed and mitigated. Lighting will comply with City regulations which require lights to be directed inwards and prohibited light trespass. A condition of approval will require the City to create a lighting plan at the time of building permit review. As to noise, the Applicant has submitted a Construction Mitigation Plan to minimize noise impacts during construction and the City's noise regulations, Chapter 8-7 RMC, sets the legislative standard for noise impacts and will adequately regulation noise when construction is completed. 16 RMC 4-9-030(C)(8): Landscaping: Landscaping shall be provided in all areas not occupied by buildings, paving, or critical areas. Additional landscaping may be required to buffer adjacent 17 properties from potentially adverse effects of the proposed use. 18 19 20 21 22 23 24 25 26 11. The criterion is met for the reasons discussed in Finding of Fact No. 5 under natural features and landscaping. A condition of approval will require the City to submit a landscaping plan demonstrating compliance with RMC 4-4-130. As noted in Finding of Fact No. 5A, the landscaping plan shall demonstrate, to the extent feasible, an increased landscape buffer width and planting density to reduce the impact of the scale and bulk of the reservoir structure. Site Plan RMC 4-9-200(E)(3): Criteria: The Administrator or designee must.find a proposed project to be in compliance with the following: a. Compliance and Consistency: Conformance with plans, policies, regulations and approvals, including: CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 14 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 i. Comprehensive Plan: The Comprehensive Plan, its elements, goals, objectives, and policies, especially those of the applicable land use designation; the Community Design Element; and any applicable adopted Neighborhood Plan; ii. Applicable land use regulations; iii. Relevant Planned Action Ordinance and Development Agreements; and iv. Design Regulations: Intent and guidelines of the design regulations located in RMC 4- 3-100. 12. As discussed in Conclusion of Law No. 4, as conditioned, the proposal is consistent with the City's comprehensive plan, as well as development and design regulations. The proposal does not qualify as a Planned Action Ordinance. The Staff Report Findings of Fact and Conclusions of Law are adopted and incorporated by reference as if set forth in full. RMC 4-9-200(E)(3)(b): Off-Site Impacts: Mitigation of impacts to surrounding properties and uses, including: i. Structures: Restricting overscale structures and overconcentration of development on a particular portion of the site; ii. Circulation: Providing desirable transitions and linkages between uses, streets, walkways and adjacent properties; iii. Loading and Storage Areas: Locating, designing and screening storage areas, utilities, rooftop equipment, loading areas, and refuse and recyclables to minimize views from surrounding properties; iv. Views: Recognizing the public benefit and desirability of maintaining visual accessibility to attractive natural features; v. Landscaping: Using landscaping to provide transitions between development and surrounding properties to reduce noise and glare, maintain privacy, and generally enhance the appearance of the project; and vi. Lighting: Designing and/or placing exterior lighting and glazing in order to avoid excessive brightness or glare to adjacent properties and streets. 13. As testified during the hearing, there are few or no locations where this facility could be sited other than the present site. The new reservoir is necessarily concentrated on one portion of the site; CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 15 2 3 4 5 6 7 8 9 10 ll 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 however the scale and bulk of the building are not compatible with the low rise urban structures that surround the site. As noted in Conclusions of Law No. 6 and 7, as conditioned, lighting and view impacts can be adequately mitigated. A shift in the location of the reservoir away from adjacent residences, an increase in the buffer width and landscaping density on the north side, provision of open space, and proper facade, articulation, modulation, roof and landscape treatments can be effectively used to enhance the appearance of the project. No screening of loading areas is required. RMC 4-9-200(E)(3)(c): On-Site Impacts: Mitigation of impacts to the site, including: i. Structure Placement: Provisions for privacy and noise reduction by building placement, spacing and orientation; ii. Structure Scale: Consideration of the scale of proposed structures in relation to natural characteristics, views and vistas, site amenities, sunlight, prevailing winds, and pedestrian and vehicle needs; iii. Natural Features: Protection of the natural landscape by retaining existing vegetation and soils, using topography to reduce undue cutting and filling, and limiting impervious surfaces; and iv. Landscaping: Use of landscaping to soften the appearance of parking areas, to provide shade and privacy where needed, to define and enhance open spaces, and generally to enhance the appearance of the project. Landscaping also includes the design and protection of planting areas so that they are less susceptible to damage from vehicles or pedestrian movements. 14. Landscaping has been well designed to provide for privacy and noise reduction on the subject site. Enhanced fencing and landscaping along NE 121h Street should provide for privacy. There is nothing in the record to reasonably suggest that the scale, spacing and orientation of the project could be modified to provide for more privacy and noise reduction within the project site without unreasonably interfering with the objectives of the facility. There are no residential or public spaces and only a few workers are ever on the site. The scale of the facility will not create any adverse on- site impacts. In addition, there is nothing in the record to reasonably suggest that the on-site scale of the project is incompatible with sunlight, prevailing winds or natural characteristics. The comments by Staff on this criterion, at Finding No. 14(f), are adopted by this reference and incorporated as if set forth in full. RMC 4-9-200(E)(3)(d): Access and Circulation: Safe and efficient access and circulation for all users, including: i. Location and Consolidation: Providing access points on side streets or frontage streets rather than directly onto arterial streets and consolidation of ingress and egress points on the site and, when feasible, with adjacent properties; CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 ii. Internal Circulation: Promoting safety and efficiency of the internal circulation system, including the location, design and dimensions of vehicular and pedestrian access points, drives, parking, turnarounds, walkways, bikeways, and emergency access ways; iii. Loading and Delivery: Separating loading and delivery areas from parking and pedestrian areas; iv. Transit and Bicycles: Providing transit, carpools and bicycle facilities and access; and v. Pedestrians: Providing safe and attractive pedestrian connections between parking areas, buildings, public sidewalks and adjacent properties. 15. The proposal provides for adequate access and circulation as required by the criterion above for the reasons identified in Finding of Fact No. 5(E) and (F). RMC 4-9-200(E)(3)(e): Open Space: Incorporating open spaces to serve as distinctive project focal points and to provide adequate areas for passive and active recreation by the occupants/users of the site. 16. Other than the required landscape buffers in setbacks, the City has not proposed incorporating open space. As discussed in Finding of Fact 5(A), members of the public proposed the City provide open space as a mitigation measure for the deforestation of the lot and to lessen the impact of the bulk of the reservoir structure. As noted above, a condition of approval will require the City to explore options for increasing the landscape buffer width and planting density adjacent to the existing residential properties to the north and for creating publicly accessible open space on the subject site. RMC 4-9-200(E)(3)(t): Views and Public Access: When possible, providing view corridors to shorelines and Mt. Rainier, and incorporating public access to shorelines. 17. There are no view corridors to shorelines or Mt. Rainier affected by the proposal. RMC 4-9-200(E)(3)(g): Natural Systems: Arranging project elements to protect existing natural systems where applicable. 18. There are no anticipated impacts to the Wellhead Protection Area. There are no other natural systems at the site or that would be affected by the proposal. RMC 4-9-200(E)(3)(h): Services and Infrastructure: Making available public services and facilities to accommodate the proposed use. COND1TIONAL USE, SITE PLAN& STREET MODIFICATION 17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 19. The project is served by adequate services and facilities as determined in Finding of Fact No. 4. RMC 4-9-200(E)(3)(i): Phasing: Including a detailed sequencing plan with development phases and estimated time frames, for phased projects. 20. The project will be conducted in two phases over several years. A phasing plan was provided (Ex. 9). Street Modification RMC 4-9-250(A)(3): Modification: To modify a Code requirement when there are practical difficulties involved in carrying out the provisions of this Title when a special individual reason makes the strict letter of this Code impractical. RMC 4-9-250(0)(2): Decision Criteria: Whenever there are practical difficulties involved in carrying out the provisions of this Title, the Department Administrator may grant modifications for individual cases provided he/she shall first find that a specific reason makes the strict letter of this Code impractical, that the intent and purpose of the governing land use designation of the Comprehensive Plan is met and that the modification is in conformity with the intent and purpose of this Code, and that such modification: a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives; b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment; c. Will not be injurious to other property(ies) in the vicinity; d. Conforms to the intent and purpose of the Code; e. Can be shown to be justified and required for the use and situation intended; and f Will not create adverse impacts to other property(ies) in the vicinity. 22. As discussed in Findings of Fact 4 and 5(G), the Applicant is requesting a modification to street requirements of RMC 4-6-060(F)(2) at 3410 NE 12th Street to revise the street classification of NE 12th Street to be compliant with the City's proposed Sunset Area Street Classification Map. CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 18 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 The City proposes to provide half street improvements resulting in 2 feet of right-of-way dedication along the project side of NE 12th St. NE 12th Street is currently classified as a Minor Arterial and under RMC 4-6-060(F)(2) would be required to have a 91-foot right of way width to accommodate four lanes of traffic with 8-foot planter strips and 8-foot sidewalks. The City has recently adopted the Sunset Area and has proposed a new Street Classification Map which reclassifies NE 12th Street between Edmonds Avenue and Monroe Avenue NE in the subject's vicinity. The proposed right of way is 60 feet with two 10-foot travel lanes, 6-foot parking strips, 8-foot planters and 5-foot sidewalks. The current code is in conflict with the recently adopted street standards in this area (Ex. 26). The requested modification conforms to the intent and purpose of the street standards by adopting the new street classification and roadway profiles in the subject's vicinity. This criterion is satisfied. DECISION As conditioned below, the site plan, conditional use permit and street standards modification are approved subject to the following conditions: I. The applicant shall comply with the mitigation measure issued as part of the Determination of Non-Significance Mitigated, dated on January 25, 2016. a. The applicant shall comply with the recommendations included in Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc., dated December 19, 2014 and Geotechnical Report, prepared by ZZA-Terracon, dated January 19, 2009 (Ex. 8). 2. The applicant shall be required to submit a detailed landscaping plan that includes a fully sight-obscuring landscaped visual barrier along the north property line. The landscaping plan shall demonstrate, to the extent feasible, an increased landscape buffer width and planting density to reduce the impact of the scale and bulk of the reservoir structure. The final landscaping plan shall be submitted to, and approved by, the Current Planning Project Manager prior to engineering permit approval. 3. The applicant shall locate the replacement fence behind the required JO-foot wide onsite landscaping required along the street frontage of NE 12th St. The location of the fence shall be reviewed and approved by the Current Planning Manager, prior to installation. 4. The applicant shall provide a lighting plan that adequately provide for public safety without casting excessive glare on adjacent properties. All lighting must have shielding and cutoffs, with particular attention to the areas where the project site is above the surrounding grade and adjacent to residences. The final lighting plan shall be submitted to, and approved by, the Current Planning Project Manager prior to construction permit approval. 5. The applicant will diligently work with the neighboring property owners to devise acceptable facade, articulation, modulation, roof and landscape treatments to the extent feasible given CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 19 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 the requirements of the public facility. The design of the reservoir facade shall be submitted to, and approved by, the Current Planning Project Manager prior to construction permit approval. 6. The applicant will explore options for increasing the landscape buffer width and planting density adjacent to the existing residential properties to the north and for creating publicly accessible open space on the subject site. The applicant shall take all reasonable measures to increase the buffer width, as reviewed and approved by the Current Planning Manager. 7. The applicant shall either install a remote shut off for the emergency generator alarm or install a timer switch so that the alarm shuts itself off within 15 minutes of the initial outage. 8. The applicant shall meet with adjacent residents to discuss construction scheduling and hours of operation. 9. The applicant shall provide a project contact person and information for residents. 10. The applicant shall submit a Traffic Control Plan prior to commencing off-site improvements within the NE 12th Street right of way. The applicant shall develop the Traffic Control Plan with input from adjacent property owners along NE 12th street and residents adjacent to the reservoir site. The Traffic Control Plan shall be submitted to, and approved by, the Current Planning Project Manager prior to construction permit approval. 11. The application is subject to a five (5) year Site Plan and Conditional Use Permit implementation period with a possible one (!) year extension for good cause by the Administrator. DATED this 22nd day of March, 2016. = ------{ .,J\ <..Q..L~l.l Emily TerreTI\ City of Renton Hearing Examiner Appeal Right and Valuation Notices RMC 4-8-1 IO(E)(9) provides that the final decision of the Hearing Examiner is subject to appeal to the Renton City Council. RMC 4-8-l lO(E)(9) requires appeals of the Hearing Examiner's decision to be filed within fourteen (14) calendar days from the date of the Hearing Examiner's decision. A request for reconsideration to the hearing e examiner may also be filed within this 14 day appeal period as identified in RMC 4-8-110(E)(8) and RMC 4-8-100(G)(4). A new fourteen (14) day appeal period shall commence upon the issuance of the reconsideration. Additional information CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 20 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th floor, ( 425) 430-6510. Affected property owners may request a change in valuation for property tax purposes notwithstanding any program ofrevaluation. CONDITIONAL USE, SITE PLAN& STREET MODIFICATION 21 1055 South Grady Way Renton WA 98057-3232 ADDRESS SERVICE REQUESTED :iiPlfrerrs::e&e'!-t::rm,;sr¥t -m~~ i Fred Thompson 1414 Monroe Ave NE, #126 Renton, WA 98056 26 CRSDt··.;MP 96056 hll1 1·1·•1-t1'i"i·'l·1'1'il··1111 1··1 11·11'1 1r1·1ill1"il"11·I Denis Law , Mayor March 24, 2016 lD. Wilson City of Renton 1055 5. Grady Way, 5th Floor Renton, WA 98057 Subject: Hearing Examiner's Final Decision City Clerk -Jason A. Seth, CMC RE: Highlands Reservoir, LUA-15-000864 Dear Mr. Wilson: The City of Renton's Hearing Examiner has issued a Final Decision dated March 22, 2016. This document is immediately available: • Electronically on line at the City of Renton website (www.rentonwa.gov); • To be viewed at the City Clerk's office on the 7th floor or Renton City Hall, 1055 South Grady Way, between 8 am and 4 pm. Ask for the project file by the above project number; and • For purchase at a copying charge of $0.15 per page. The estimated cost for the Hearing Examiner Documents is $3.15, plus a handling and postage cost (this cost is subject to change if documents are added). APPEAL DEADLINE: RMC 4-8-080 provides that the final decision of the Hearing Examiner is subject to appeal to the Renton City Council. RMC 4-8-110(E)(14) requires appeals of the Hearing Examiner's decision to be filed within fourteen {14) calendar days from the date of the hearing examiner's decision. Appeals must be filed in writing together with the required fee to the City Council, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, {425) 430-6510. RECONSIDERATION: A request for reconsideration to the Hearing Examiner may also be filed within this 14 day appeal period as identified in RMC 4-8-110(E)(13) and RMC 4-8- 100{G)(9). Reconsiderations must be filed in writing to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding 1055 South Grady Way, Renton, Washington 98057 , (425) 430-6510 / Fax (425) 430-<i516, rentonwa.gov • the reconsideration process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, (425) 430-6510. A new fourteen (14} day appeal period shall commence upon the issuance of a reconsideration decision. I can be reached at (425} 430-6510 or jseth@rentonwa.gov. Thank you. sz~ Jason A. Seth City Clerk cc: Hearing Examiner Clark Close, Associate Planner Jennifer Henning, Planning Director Vanessa Dolbee, Current Planning Manager Brianne Bannwarth, Development Engineering Manager Craig Burnell, Building Official Sabrina Mirante, Secretary, Planning Division Ed Prince, City Councilmember Julia Medzegian, City Council Liaison Parties of Record (30) On the 1st day of March, 2016, I deposited in the mails of the United States, a sealed envelope containing Hearing Examiner Report and Exhibit documents. This information was sent to: Phil Olbrechts Hearing Examiner J.D. Wilson, City of Renton Owner (Signature of Sender): STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Sabrina Mirante \i,.11 signed this instrument and acknowledged it to be his/her/their free and voluntary act for the l.iS~\.sM,.pO~~~ mentioned in the instrument. · ~~~~~;6',,,,0~t11 ,. "'''1, ~~ Dated: fJrlaA.d.. { :> O( (. j 1{ ,.or,. ~\ ~;;,. ~. ~ }~ U>~ tary Public in and for the State of 11\t~~~'lc '"J § o ,,,,,B.17 ,..~,;;.:: Notary (Print) : ____ "'1 '"'~e!+--":D+-'-"""""'_._ _______ -""' 0<-c.,-c,A.c · 1 1,! 1 "~"-+"'1t"'.,"''., .. -'-o.,...."-,;2'--t'1> ..::j..01P:e6 ",•vdS111•1G' ~- My appointment expires:~vrt .;i_ q 1 ~o\=11 "•,,"""'''''' Highlands Reservoir and Emergency Generator LUAlS-000864, ECF, CU-H, SA-H, MOD template • affidavit of service by mailing City pf ~enton ·1055 S Grady Way Renton, WA 98057 J.D. Wilson City of Renton 1055 S Grady Way, 5th Floor Renton, WA 98057 .. -LAND USE HEARING SIGN-IN SHEET Highlands Reservoir and Emergency Generator Replacement/ LUAlS-000864 March 8, 2016, 11:00 AM PLEASE PRINT LEGIBLY NAME ADDRESS Phone# with area code I Email (including City & Zip) (optional) (optional) irJ vK-.er ~ Cf 'tc6& 1414 ;0kr1V'ol r1Je f i<er1·ttJH ~ -C/4/ · 3'6'/L ~ c/~ b0c .. e,. {,·,,.-d ·, \1-\\L £~ I '?-r\-"L-£ ..... ( ~ r'\fi"' ... ,f2S-4\u·:=t21 u -- 42s -4~6-:]-2 ")'J -1 t...t lfn n 0 (L.-h i, ~ -·\\-~ I -1_,l MctYtcJ' i Y\ dlj .ii. 3c)8 (., . ·1 1:· \/I , ~' >fv !1 1 /:;., [_y Gr/ K 0 1\ no:U:-/ I vi I I' {I J<I-·( q tll7-\--.J[ t1 L fr: Ve_ ~e-~-A=wl ( ( \ -1 . II 1( ''2C vrl-1 LAND USE HEARING SIGN-IN SHEET Highlands Reservoir and Emergency Generator Replacement/ LUAlS-000864 March 8, 2016, 11:00 AM PLEASE PRINT LEG I BL V ADDRESS Phone# with oreo code Email NAME (in£/uding City & Zip) (optional) (optional) -~ { I 11/V\ mc-lr.:'ihrv<.., I).(_' KQ__r...~ i.f)C:: Lf3o 7?,j; - 0~ ~----P.' -' t ,-~.--- Y; \ /"\ I() r Y n b /)/ -- (__j (}_ie&t ~;::;7?,'--7;~/tc-/:J l1/f-:__(c'I )/ - . If'; ( {' STATE OF WASHINGTON, COUNTY OF KING AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Linda M Mills, being first duly sworn on oath that she is the Legal Advertising Representative of the Renton Reporter a weekly newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a weekly newspaper in King County, Washington. The Renton Reporter has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the Renton Reporter (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a: Public Notice was published on January 29, 2016. The full amount of the fee charged for said foregoing publication is the sum of $131.00. ;::·,;;;;14 ~-- /Linda Mills Legal Advertising Representative, Renton Reporter Subscribed aljlp sworn to me this 29th day of January, 2016. ale Gwin, Notary Public for the State of Washington, Residing in Puyallup, Washington .,,tllllllJ !'~j~\;.·,:,;:·;<:::,,\~ = f' NO~Af<Y ·'\ ~ ~ ,/ pusuc 1 :z ~ ~,f;/.0,1 ,, .,,·\///! ~,,, Or.':.' ... ··:'('>...-y::,.~" .. ~ ,,,,;' i' \;,,\~\,,,..., NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE AND PUBLIC HEARING RENTON, WASHINGTON The Environmental Review Committee has issued a Dctcmu- nat1on of Non-Significance Miti- gated (DNS-M) for the following proJect under the authority of the Renton municipa] code. Highlands Reservoir and Erner--- gency Generator Replacement LUAIS-000864 Location: 341 O NE 12th St. The applicant is requesting En- vironmental (SEPA) Review, Hearing Examiner Site Plan Review, Hearing Examiner Conditional Use Pennit Re- view, and a Modification to street improvements for devel- opment at the Highlands Reser- voir facility located at 3410 NE [2th St. Improvements include a new 6.3 million-gallon water storage tank and replacement of the emergency generator and other improvements. Off-site improvements within NE 12th St include a pipe to a wastewa- ter interceptor manhole at NE 12th and NE Sunset Blvd, a replacement water main pipe from the site to the intersection of NE 12th Street and Ed· monds Ave NE, and frontage improvements along 3410 NE 12th St Appeals of the DNS-M must be filed in writing on or before 5:00 p.m. on J,'ebruary 12, 2016. Appeals must be filed in writing together with the re- quired fee with: Hearing Exam- iner c/o City Clerk, City of Renton, 1055 S Grady Way, Renton, WA 98057. Appeals to the Hearing Examiner are gov- erned by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, 425-430-6510. A Public Hearing will be held by the Hearing Examiner in the Council Chambers, City Hall, on March 08, 2016 at 11 :00 am to consider the submitted applica- tion. If the DNS-M is appealed, the appeal will be heard as part ofth1s public hearing. Interested parties are invited to attend the public hearing. Published m the Renton Reporter onJanuary29.2016 #1519969 ~ s::, 1 "31 0 8 ~ ~ ADVISORY NOTES TO APPLICANT LUA 15-000864 Application Date: December 14, 2015 Name: Highlands Reservoir and Emergency Generator Replacement PLAN -Planning Review -Land Use -: -'.""'' ' :'\:::=,:!'S'.'.;;;l'.'.!!L:!)I'!' Engineering Re0e~C:~m'1)~r# Recommendations: M E M O R A N D U M DATE: January 21, 2016 TO: Kris Sorenson, Planner FROM: Vicki Grover, Plan Review Site Address: 3410 NE 12th St Renton, WA 98056-3428 SUBJECT: Utility & Transportation Comments for COR Highlands 435 Zone Reservoir 3410 -NE 12th Street LUA 15 000864 I have completed a review for the above referenced proposal located at parcel 0423059186. WATER 1. The proposed development is within City of Renton Water District. SANITARY SEWER 1. Sewer service is provided by the City of Renton. The future phase will require a cut and cap of the existing side sewer connection for the chlorination building and vault. SURFACE WATER 2. A drainage report complying with the 2009 King County Surface Water Design Manual and City of Renton Amendments to the KCSWDM, was submitted from RH2 Engineering, Inc. dated November 2015. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Site Conditions (north and east sides of the site; Honey Creek Basin) and the Peak Rate Flow Control Standard, existing site conditions (south and west sides of the site; Johns Creek Basin). A Full Drainage Review was included in the report and is for construction of the Phase 1 reservoir and planning for the stormwater system expansion in Phase 2. A flow control BMP is required; the TIR proposes permeable subgrade with traditional asphalt over the top and call it "Permeable Asphalt". The geotech report says the soil is not suitable for infiltration so a different BMP needs to be proposed. The project will need to submit an adjustment for approval of the pump system. The final drainage plan and drainage report must be submitted with the utility construction permit application. 3. A geotechnical report from 2009 authored by ZZA Terracon was submitted with a December 2014 Technical Memorandum to the 2009 geotech report. RH2 reviewed ZZA Terracon 's findings and recommendations as well as provided a summary regarding infiltration potential for on site stormwater management. RH2 classified the soil conditions on site to have a low infiltration capacity and therefore is not suitable for on site infiltration of stormwater. The earthwork portion of the project is recommended to be accomplished during extended dry periods of weather; if earthwork is done during the west season extra precautionary measures will need to be taken to protect subgrade materials. All geotechnical recommendations shall be incorporated into the design plans. 4. A study shall be required and included in the TIR to verify downstream capacity for the overflow from the reservoirs and prove the flows will have no environmental impacts. 5. Surface water system development fee (SOC) will be applicable. The current rate of SOC fee $0.594 per square foot of new impervious surface area, but not less than $1,350.00. 6. A Construction Storrnwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SWPPP) is required for this site. TRANSPORTATION /STREET 1. Transportation impact fees will apply to this project. The actual rate will be assessed at a later date. This fee will be based on the Ran: March 07, 2016 Page 1 of 3 ADVISORY NOTES TO APPLICANT LUA15-000864 PLAN -Planning Review -Land Use Englne~rin§~~yi;~:iC0:1nffi'tnJ1:1,i;, amount of building area and its use per the ITE Manual. building permit. 2. Road Classification -Minor Arterial/North 12th Street Existing right of way width -approximately 60 ft. on North 12th Street with 2 travel lanes. Required ROW width Based on RMC 4 6 060, North 12th St. requires 91 ft. ROW dedication needed -Approximately 15.50 feet on the north side of North 12th Street. 11 ft. travel lanes, a 5 ft. bike lane, 0.5 ft. curb and gutter, 8 ft. sidewalk and 8 ft. planter strips will be required. The applicant has submitted a modification for Right Of Way Dedication and street frontage improvements, which is currently under review and staff is recommended approval. 3. Metro Bus requirements for the existing bus stop located in front of the site will require: Metro Bus Stop #45130 Metro requests the inclusion of an ADA front door landing pad, read door lighting pads and a new shelter footing to ensure adequate transit access and safety. 4. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. General Comments 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit four (4) copies of the drawings, two (2) copies of the drainage report, permit a lication, an itemized cost of construction estimate, and a lication fee at the counter on the sixth floor. Recommendations: Code Related Comments: 1. Separate plans and permits for the relocation/replacement of the emergency electrical generator if it has an associated fuel storage tank. Recommendations: 1. Street trees -overhead electric wires exist, therefore use only small maturing street trees space at 30 ft on center (plan shows 20 feet on center spacing). No tree closer than 30 feet from streetlight pole. Use only Amelanchier laevis "Spring Flurry" -Serviceberry -2 inch caliper 2. Planting strip along street -shall be maintained by the Water Utility except street trees maintained by City. 3. Amelanchier laevis "Spring Flurry" -Serviceberry Minimum caliper shall be 2 inches Single trunk with a well developed central leader Specimen grade only Do not use birch as su ested on Ian Recommendations: Planning: 1. RMC section 4 4 030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. Ran: March 07, 2016 Page 2 of3 ADVISORY NOTES TO APPLICANT LUA 15-000864 PLAN -Planning Review -Land Use Version 1 I January 21, 2016 i1a11~ing0 Ji~vieW Cbl!lme11t~·· I 425-450=6593~j~5*re:ns~~@~entonwa.gov 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is being cleared. 5. The applicant may not fill, excavate, stack or store any equipment. dispose of any materials. supplies or fluids, operate any equipment, install impervious surfaces. or compact the earth in any way within the area defined by the drip line of any tree to be retained. 6. The applicant shall erect and maintain six foot (6") high chain link temporary construction fencing around the drip lines of all retained trees. or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING -Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 7. The applicant shall provide a fill source statement for fill used for project development at the reservoir site and within the NE 12th St right of wa within the Wellhead Protection Area. The fill source statement shall be submitted with the construction ermit a lication. Ran: March 07, 2016 Page 3 of 3 March l, 2016 J.D. Wilson City of Renton 1055 Grady Way Renton, WA 98057 CITY RE\ITON UTILITY Greetings: tdlAl.rtt patY(? vion~-toult-\ . We have reviewed the details relating to the "HIGHLANDS RESERVOIR & EMERGENCY GENERATION REPLACEMENT" project; LUA15-000864, CU-A, SA-H, MOD. Refer to: Project Location: 3410 NE 12t11 St. -and are deeply concerned with the proposed changes to our living environment. We recognize that the City of Renton works to benefit the community at lar·ge. So we do not object to t11e overall proposal for increasing Renton's reservoir tank capacity. We can certainly appreciate the need to have abundant, clean drinking water· available to everyone in the community. However, our concerns are related to the proposed cfisrupUon to the existing environment in the ar·ea. Living immediately next door· to the proposed site, ar-e 110 retired senior citizens that call Evergreen Place, home. Today, our senior residents look out the:r hor:ies to a par·klike view, enjoying the birds and squirrels thi:lt live on the city's property. It is very peaceful. Thank you. The below bullet points represer1t a short list of concerns we eacl1 have: • The current proposal would place a lar·ge cement block building directly in front of each resident's home, obstructing the sunlight and r·emoving the wild life from the area. o The proposed project seeks to remove 99 tall evergr-een trees and replace them with fewer, smaller trees. Tl1e smaller trees will do nothing towards blocking the rear end view of the proposed 30 foot tall, si:acliurn like CE>rnent C,lJVYl o We are quite concerned with the environmental impact of placing such a large building next to and above our property line. The amount of rain water run-off that will be collected on the top surface of the proposed building can create a huge problem for the property next to it. Particularly as we are sitting below the proposed building site. The back yard of our community homes are already saturated with water as is. We cannot imagine the impact of the water run off to the area based on tl1e size of the proposed building structure. a Finally, today, our community enjoys near 100% occupancy as it is a quiet, tranquil and beautiful place to live. We feel that the cur-rent proposal will severely negate our ability to add and maintain new senior· neighbors to Evergreen Place and may in fact become a detr·iment to living in our community. After all, who works their entire life to retire to a home so that when looking out the window one is required to stare at the backside of a cement block building? We very much appreciate your support and your consideration towards seeking a solution to our deepest concerns. King Parker Retired Renton Council Member Evergreen Place Resident Cc: Denis LJw, CcJUncil Members • Feb 27,2016 To: J. D. Wilson City of Renton 1055 Grady way Renton, Wa 98057 Honorable Mayor, Council, and others concerned Greetings, CITY RE\ffOI\J UTiclTY SYSTE:1!1S We have several concerns regarding the project "HIGHLANDS RESERVOIR & EMERGENCY GENERATION REPLACEMENT" LUA15-000864, CU-A, SA-H,MOD. Refer to: Project Narrative There is no objection to the overall plan of action. Point 1 ) Our concerns are great with regard to the removal of 99 trees. The trees are home to many squirels and birds( and other small critters that reside in the vinery under the trees}. The vines should have been removed from the property years ago by the county. It is mostly English Ivy that has spread to our property here at Evergreen Place. What will happen to the petlike creatures that now live in these trees and vines? Refer to:Construction Mitigation Description Point 2) Dust control is of the utmost importance. Some people are actually allergic to dust. We must be assured that our living space remains "dust free". Noise is another thing we must contend with. Is anything special being done( besides the hours selected to work) to keep the noise factor at a minnimum? Point 3} The height of the building that will replace the 99 trees in our back yard is a big 1 factor.Thirty feet (30 ft) will make that building at least as high as our second story at Evergreen Place. How high will the replacement trees be? Will they be tall enough to shut out the building replacing the tall green trees? Point 4) Is there a plan for a small area to be used as a park for those who crave and miss what is being removed ? Thank you very much for sending all the information needed to write this letter. We appreciate your willingness to listen and consider our dilemmas and concerns. Respectfully, Citizens representing concerns for Evergreen Place LJeBeal & ,~-~ King Parker (<j~;' ~--,...-<:::______- Ed Hames £~~,,---,2 4\ ;J ~ Alice Maurice AP,'eiJrt a~ Betsy Bingaman Frank Fields r /2. o ; YQ_e,,,~ /~'o~f'-) Ralph West f1J: Jr_;;d Carol Brahm Nancy Leyerle 2 Ralph Evans A},mJ}a Jones t(JA~cz_;~ cc: Kris Sorensen /associate Planner Kirby Ross & Ed Paar/Evergreen Place Managers Home office of Evergreen Place MayorDennis Law 3 DEPARTMENT OF CO ~UNITY ANO ECONOMIC DEVELOPMENT -------.. ·Kenton 0 A. REPORT TO THE HEARING EXAMINER HEARING DATE: March 8, 2016 Project Name: Highlands Reservoir & Emergency Generator Owner: City of Renton, 1055 S Grady Way, Renton WA 98057 Applicant/Contact: J.D. Wilson, Public Works, City of Renton, 1055 S Grady Way, Renton WA 98057 File Number: LUA15-000864, ECF, CU-H, SA-H, MOD Project Manager: Clark H. Close, Senior Planner Project Summary: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Site Plan and Conditional Use Permit Reviews, and a Modification to street improvements for development at the Highlands Reservoir site and associated improvements within the NE 12th St corridor. The 204,555 square foot property at 3410 NE 12th St is located in the Residential-10 (R-10) zone. The project is part of the City's public drinking water utility. The proposed on-site improvements are the construction of a 6.3-million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, new access road, and relocation of existing telecommunication equipment. Off-site improvements within the NE 12th St right-of- way include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. Access to the site is through two driveways from NE 12th St. The project is located within the Wellhead Protection Area zone. The project would excavate 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed. New landscaping and screening is proposed. The applicant requests a street modification from the RMC 4-6-060 standards along 3410 NE 12'h St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5- foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical, and drainage reports. Project Location: 3410 NE 12th St and NE 12th St Right-of-Way from Olympia Ave NE to Edmonds Ave NE Site Area: 204,555 SF (4.7 acres) Hex Report City of Renton Department of Cc ... munity & Economic Development HIGHLANDS RESERVOIR & EMERGENCY GENERATOR Hearing Examiner Recommendation WAlS-000864, ECF, CU-H, SA-H, MOD March 8, 2016 Page 2 of 20 I 8. EXHIBITS: Exhibits 1-15: As shown in the SEPA Environmental Review Report Exhibit 16: Environmental "SEPA" Determination and ERC Mitigation Measures Exhibit 17: Site Plan Exhibit 18: Topography Map Exhibit 19: Tree Cutting Plan, Land Clearing and Demolition Plan Exhibit 20: Landscaping Plan Exhibit 21: Arborist Report prepared by Greenforest Incorporated, dated November 18, 2015 Exhibit 22: Artists Renderings Exhibit 23: Onsite Utility Plan Exhibit 24: Reservoir Floor Plans Exhibit 25: Site Cross Sections Exhibit 26: Street Modification Request I C. GENERAL INFORMATION: 1. Owner(s) of Record: 2. Zoning Classification: 3. Comprehensive Plan Land Use Designation: 4. Existing Site Use: S. Critical Areas: 6. Neighborhood Characteristics: City of Renton, 1055 S Grady Way, Renton WA 98057 Residential-10 (R-10) Residential High Density (RHD) Highlands 435 Zone Reservoir and Emergency Generator Site used for public drinking water and public and private telecommunications. Located within the City of Renton Wellhead Protection Zone 2 area a. North: Residential High Density {RHD} Comprehensive Plan Land Use Designation; Residential-10 /R-10} zone b. East: c. South: d. West: 6. Site Area: Residential Medium Density {RMD} Comprehensive Plan Land Use Designotion; Residential-8 /R-8) zone Residential High Density /RHD) Comprehensive Plan Land Use Designation; Residential Multi-Family {RMF} zone Residential High Density /RHD) Comprehensive Plan Land Use Designation; Residential-10 (R-10) zone 4.7 acres I D. HISTORICAL/BACKGROUND: Action Comprehensive Plan HEX Report 15-000864 Land Use File No. N/A Ordinance No. 5758 06/22/2015 City of Renton Department of , HIGHLANDS RESERVOIR & E/1, munity & Economic Development 'ENCY GENERATOR Hearing Examiner Recommendation LUAlS-000864, ECF, CU-H, SA-H, MOD March 8, 2016 Zoning Peacock Annexation I E. PUBLIC SERVICES: 1. Existing Utilities N/A A-005-54 5758 1490 a. Water: The proposed development is within City of Renton Water District. Page 3 of 20 06/22/2015 08/05/1954 b. Sewer: Sewer service is provided by the City of Renton. The future phase would require a cut and cap of the existing side sewer connection for the chlorination building and vault. c, Surface/Storm Water: The proposed development would create stormwater runoff from the site, New impervious surfaces would be collected and conveyed to the proposed on-site stormwater detention vaults and then be released (Exhibit 12), 2. Streets: NE 12th St right-of-way is a minor arterial street. 3. Fire Protection: City of Renton Fire Department. F. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts b, Section 4-2-060: Zoning Use Table -Uses Allowed in Zoning Designations c. Section 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations a. Section 4-3-050: Critical Area Regulations 3. Chapter 4 City-Wide Property Development Standards 4. Chapter 6 Streets and Utility Standards a. Section 4-6-060: Street Standards 5. Chapter 9 Permits-Specific a. Section 4-9-015: Aquifer Protection Area Permits b. Section 4-9-030: Conditional Use Permit c. Section 4-9-080: Grading, Excavation and Mining Permits and Licenses d. Section 4-9-200: Master Plan and Site Plan Review e. Section 4-9-250: Variances, Waivers, Modifications, and Alternates 6. Chapter 11 Definitions G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 3, Capital Facilities Element 2. Utilities Element i H. FINDINGS OF FACT {FOF}: 1. The Planning Division of the City of Renton accepted the above master application for review on December 14, 2015 and determined the application complete on December 28, 2015, The project complies with the 120-day review period, HEX Report 15-000864 City of Renton Department of nunity & Economic Development HIGHLANDS RESERVOIR & EM, _ ENCY GENERATOR Hearing Examiner Recommendation LUA15-000864, ECF, CU-H, SA-H, MOD March 8, 2016 Page 4 of 20 2. The project site is located at 3410 NE 12th St (APN 0423059186). 3. The project site is currently developed with water storage tanks for public drinking water along with several accessory buildings for storage or equipment protection. The site also is used for public and private telecommunications purposes. 4. Access to the site would be provided via two (2) gated driveways from NE 12th St. 5. The property is located within the Residential High Density (RHO) Comprehensive Plan land use designation. 6. The site is located within the Residential-10 (R-10) zoning classification. 7. There are approximately 116 trees located onsite of which the applicant is proposing to retain a total of 17 trees. 8. The site is mapped within the City of Renton Wellhead Protection Zone 2 area (Exhibit 11). 9. Approximately 20,000 cubic yards {38,000 tons) of material would be cut on site and approximately 3,000 cubic yards (5,700 tons) of fill is proposed to be brought into the site. 10. The applicant is proposing to go out for bids for part 1 in early 2016. The design and bid process for the construction of the water storage tank or part 2 is expected to take one (1) year with construction beginning within two (2) months of receipt of an acceptable bid. 11. Staff received a public comment from King County Metro Transit on January 12, 2016 (Exhibit 5). Metro Transit would be consulted during street improvement design (Exhibit 6). 12. No other public or agency comments were received. 13. Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on January 25, 2016 the Environmental Review Committee issued a Determination of Non-Significance - Mitigated (DNS-M) for the Highlands Reservoir and Emergency Generator project (Exhibit 16). The DNS- M included one mitigation measure. A 14-day appeal period commenced on January 29, 2016 and ended on February 12, 2016. No appeals of the threshold determination have been filed. 14. Based on an analysis of probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non-Significance -Mitigated: a. The applicant shall comply with the recommendations included in Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc, dated December 19, 2014 and Geotechnical Report, prepared by ZZA-Terracon, dated January 19, 2009 (Exhibit 8). 15. Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the ERC report (Exhibit 15). 16. Comprehensive Plan Compliance: The site is designated Residential High Density (RHO) on the City's Comprehensive Plan Map. The purpose of the RHD designation is to allow a variety of unit types where there is existing multi-family development and infrastructure is adequate to handle impacts from higher density uses. The Utilities Element guides future utility service within Renton's planning area and ensures that adequate utility services would be available to support existing and future development in the City. The City provides water services to Renton residents, as well as some areas outside the City boundaries. The proposal is compliant with the following development standards if;,.!! conditions of approval are met: HEX Report 15-000864 City of Renton Department of, HIGHLANDS RESERVOIR & EM ounity & Economic Development ENCY GENERA TOR Hearing Examiner Recommendation WAlS-000864, ECF, CU-H, SA-H, MOD March 8, 2016 Page 5 of 20 Compliance Comprehensive Plan Analysis Goal L-P: Minimize adverse impacts to natural systems, and address impacts of past ,/ practice where feasible, through leadership, policy, regulation, and regional coordination. Goal L-U: Preserve, protect, and enhance the quality and functions of the City's ,/ sensitive areas including: lakes, rivers, major and minor creeks, intermittent stream courses and their floodplains, wetlands, ground water resources, wildlife habitats, and areas of seismic and geological hazards. ,/ Goal L-BB: Maintain a high quality of life as Renton grows by ensuring that new development is designed to be functional and attractive. ,/ Policy L-49: Address privacy and quality of life for existing residents by considering scale and context in infill project design. Policy U-3: Promote the co-location of new utility infrastructure within rights-of-way ,/ and utility corridors, and coordinate construction and replacement of utility systems with other public infrastructure projects to minimize construction related costs and disruptions. ,/ Policy U-6: Encourage the use of water and energy conservation technologies to provide utility services in an environmentally responsible manner. Policy U-7: Non-City utility systems should be constructed in a manner that minimizes ,/ negative impacts to existing development and should not interfere with operation of City utilities. City development regulations should otherwise not impair the ability of utility providers to adequately serve customers. ,/ Policy U-8: Encourage the use of new technology to increase the quality and efficiency of utility service and utility system management. Policy U-9: Provide and maintain water supply, infrastructure, and service consistent ,/ with projected population growth within the City's service area, as established in the Land Use Element of this Comprehensive Plan and the Water System Comprehensive Plan. Policy U-10: Extend water service within the City's water service area in an orderly ,/ manner to serve anticipated growth and development in accordance with the Land Use Element of this Comprehensive Plan. Policy U-11: Ensure adequate water supply to meet both average and maximum daily ,/ demand. Employ monitoring of water supply sources and withdrawal limits as necessary to comply with State issued water rights certificates and permits. Policy U-12: Maintain and upgrade the water system to deliver adequate water flow ,/ and storage for fire protection to all customers and facilities connected to the City water system. ,/ Policy U-13: Continue maintenance and upgrades to the water system to ensure water quality that meets or exceeds all health requirements. Policy U-16: Practice and support water resource management that achieves a ,/ maximum net benefit for all citizens and promotes enhancement of the natural environment. HEX Report 15-000864 City of Renton Department of r HIGHLANDS RESERVOIR & EM ,unity & Economic Development ENCY GENERA TOR Hearing Examiner Recommendation LUA!S-000864, ECF, CU-H, SA-H, MOD March 8, 2016 Page 6 of 20 Policy CF-7: Protect public health, enhance environmental quality and promote conservation of man-made and natural resources through appropriate design and installation of public facilities. 17. Zoning Development Standard Compliance: The site is classified Residential-10 (R-10) on the City's Zoning Map. Development in the R-10 Zone is intended to create high-quality infill development that increases density while maintaining the single family character of the existing neighborhood. The proposal is compliant with the following development standards if all conditions of approval are met: Compliance N/A N/A HEX Report 15-000864 R-8 Zone Develop Standards and.Analysis Density: The allowed density range in the R-10 zone is a minimum of 5.0 to a maximum of 10.0 dwelling units per net acre. Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way, and private access easements. Staff Comment: Density is not applicable for the project, as there are no dwelling units proposed. Lot Dimensions: The minimum lot size permitted in the R-10 zone is 4,000 square feet for detached dwelling units. There is no minimum lot size for attached dwelling units. A minimum lot width of 40 feet is required (50 feet for corner lots) and a minimum lot depth of 70 feet is required. Staff Comment: The existing lot measures 327.77 feet wide by 623.50 feet in length. Except for right-of-way dedications along the property frontage, no other changes are being proposed to the lot dimensions. Setbacks: The required detached setbacks in the R-10 zone are as follows: front yard is 20 feet except when all vehicle access is taken from an alley, then 15 feet, side yard is 4 feet, side yard along the street 15 feet, and the rear yard is 15 feet. Staff Comment: The outdoor generator and shelter would be located 38 feet from the front or south property line or more than 99 feet from any of the remaining property lines. The 288,000 gallon stormwater and reservoir overflow detention vault measures 210 feet long by 30 feet wide. The vault is roughly 11 feet tall and is located underground, immediately south of the reinforced concrete storage tank. The storage tank is partially buried and measures 259 feet long by 174 feet wide (Exhibit 24). The reinforced concrete storage tank is located roughly 34 feet from the west and east property lines, roughly 33 feet from the north, and over 414 feet from the south property line. The new structures comply with the setbacks of the zone. Building Standards: The R-10 zone has a maximum building coverage of 55%, a maximum impervious surface coverage of 70%, and a maximum building height of 30 feet. Staff Comment: The reinforced concrete storage tank has a floor elevation of 425 feet and a roof elevation of 450 feet for an overall height of 25 feet (Exhibit 25). The bottom portion of the new storage tank is buried below finished grade. The redevelopment of the site would add or replace more than 2,000 square feet of impervious surface. The existing square footage of proposed buildings is 45,561 square feet. The existing building coverage to remain is 55,191 square feet. Together the buildings total 100,752 square feet or more, or approximately 49% of the site. The impervious area is equal to 69% of the site. Anything mare than 65% would trigger flow control BMPs for the site. The proposed development meets the building standards including maximum building City of Renton Department of r HIGHLANDS RESERVOIR & EM nunity & Economic Development ENCY GENERATOR Hearing Examiner Recommendation LUAlS-000864, ECF, CU-H, SA-H, MOD March 8, 2016 Compliant if condition of approval is met Compliant if condition of approval is met HEX Report 15-000864 Page 7 of 20 coverage, maximum impervious surface coverage, and maximum building height of the R-10 zone. Landscaping: The City's landscape regulations (RMC 4-4-070) require a 10-foot landscape strip along all public street frontages. A fifteen-foot (15') wide partially sight-obscuring landscaped visual barrier, or ten-foot (10') wide fully sight-obscuring landscaped visual barrier, is required along common property lines. Additional minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover, are to be located in this area when present. Spacing standards shall be as stipulated by the Department of Community and Economic Development, provided there shall be a minimum of one street tree planted per address. Any additional undeveloped right-of-way areas shall be landscaped unless otherwise determined by the Administrator. Where there is insufficient right-of-way space or no public frontage, street trees are required in the front yard subject to approval of the Administrator. Staff Comment: The applicant is praposing street frontage improvements with an 8- foat wide landscape planter strip. Within the planter strip the applicant is propasing Jacquemantii Birch street trees which can reach a mature height of 40 feet and have a mature spread of 25 to 30 feet. There are averhead electric wires along NE 12th St; therefore, only small maturing trees with 30-foot spacing should be planted. The City Arborist is recommending Amelanchier laevis "Spring Flurry" Serviceberry. The existing trees and shrubs along the public street frontage, located behind the security fence, are proposed to be retained near the south property line. New landscaping along the first 10 feet of public frontage includes a mixture of deciduous and evergreen trees, shrubs, and groundcover from the east property line to the west property line except at the vehicular entrance points. Around the concrete reservoir, the applicant is proposing a 10-faot wide fully sight-obstructing landscaping buffer on the north side and a 15-foot wide partially sight-obstructing landscape buffer around the east and west sides (Exhibit 20}. The conceptual plan only shows the intended areas of landscaping and o detailed landscaping plan would be developed during the design phase of the project. Staff recommends, as a condition of approval, that the applicant prepare and submit for review and approval by the Current Planning Manager, a final detailed landscape plan prior to issuance of the street and utility construction permits. Tree Retention: The City's adopted Tree Retention and Land Clearing Regulations requiring the retention of 20 percent (20%) of trees in the R-10 residential zone. Utility uses shall be exempt from the protected tree retention requirements if the applicant can justify the exemption in writing to the Administrator's satisfaction. Significant trees shall be retained in the following priority order: Priority One: Landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than twenty percent (20%); Significant trees adjacent to critical areas and their associated buffers; and Significant trees over sixty feet (60') in height or greater than eighteen inches ( 18") caliper. Priority Two: Healthy tree groupings whose associated undergrowth can be preserved; other significant native evergreen or deciduous trees; and Other significant non-native trees. Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retention and are not able to be retained, unless the alders and/ or City of Renton Department of, HIGHLANDS RESERVOIR & EM .wnity & Economic Development ENCY GENERATOR Hearing Examiner Recommendation LUAlS-000864, ECF, CU·H, SA-H, MOD March 8, 2016 Page 8 of 20 cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. Landmark trees (greater than a thirty inch (30") caliper) shall not be removed without a Routine Vegetation Management Permit. Staff Comment: The property is covered with a variety af trees and grass turf. Most af the trees are located at the north end af the parcel, within two distinct groves, separated by lawn. The Arbarist Report, prepared by Greenforest Incorporated on November 18, 2015, identified 99 impacted significant onsite trees (trees over 6" in caliper) included 3 Pacific Madrane, 2 western red-cedar and 94 Douglas-fir trees ranging in diameter from 8 to 36 {DBH) inches /Exhibit 21). Of the impacted 94 Douglas-fir trees onsite, a total of five /5} were considered ta be landmark trees (greater than a thirty inch /30"} caliper). Nearly every tree is in good condition /Exhibits 19-21). Only two /2) of the onsite tree were classified as dangerous. The net number af trees designated for removal for this development wos determined to be 97. The overage size of the trunk at diameter at breast height {DBH} for the 99 trees was determined to be 19 inches /19"} with the largest landmark tree, a Douglas-fir /36" DBH), located in the northwest corner of the site. After street and critical area deductions, and the minimum requirement to retain 20%, the applicant is proposing to retain seventeen /17} of the potential 114 healthy trees or 17 of the required 23 trees. All 17 trees proposed to be retained are located on the south half of the property. Provided the applicant only retains 17 onsite trees, the applicant would be required to replace up ta 72" caliper inches or retain more onsite trees. Based on the submitted landscape plan the applicant is proposing to plant trees along the north, south and portions of the east and west property lines for landscaping and screening requirements. While still yet undetermined, the final landscaping plan would contain significantly mare than 72" caliper inches which could ultimately satisfy the 20% tree retention requirement. The minimum tree density would be verified at the time af the final detailed landscape plan. During construction, trees required ta be retained /i.e., protected trees), would be required to erect and maintain a six-foot-high chain link temporary construction fence around the drip line of any tree ta be retained. Screening: Per RMC 4-4-095 all mechanical equipment and outdoor service and storage areas shall be screened to reduce visibility, noise, and related impacts while Compliant if allowing accessibility for providers and users. condition of approval is met HEX Report 15-000864 Staff Comment: The applicant is not proposing roof mounted equipment. The proposed outdoor generator and shelter, in addition to the proposed pod-mounted generator fuel cell and load bank, would be screened from NE 12th St. The final detailed landscape plan would be submitted far review and approval in order to identify species and planting patterns prior to issuance of building and/or electrical permits. City of Renton Deportment of -nunity & Economic Development Hearing Examiner Recommendation WA15-000864, ECF, CU-H, SA-H, MOD HIGHLANDS RESERVOIR & EM . ENCY GENERATOR March 8, 2016 Page 9 of 20 Parking: Driveway cuts are required to be a minimum of 5 feet from property lines and new commercial driveways may be a maximum of 24 feet in width at the property line. Maximum driveway slopes shall not exceed fifteen percent (15%); provided, that driveways exceeding eight percent (8%) shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage/residence or crossing any public sidewalk. Stoff Comment: There ore no specific parking regulations for public activities outside of schools, post office or cultural facilities. However, the use does require maintenance of the site so a minimum of one onsite space would be necessary. The water reservoirs site has two (2) ingress and egress points along NE 12the St. Frontage improvements would include driveway cuts that ore a minimum of 5 feet from the east and west property lines and will be designed with a commercial approach up to 20-foot wide driveway approaches for access to the maintenance road and areas. There is one existing space for maintenance vehicle to pork in a grovel surface area near the existing booster pump station when visits to site are mode. Ample space is available within the property limits to allow maintenance vehicles to park onsite. 18. Conditional Use Analysis: The applicant is requesting a conditional use permit for the subject property to expand the existing use of the Highlands 435 Zone Reservoir site. The project property was first purchased by the United States government during World War II as a water storage site to support the large number of housing units constructed in the Renton Highlands to support the war manufacturing efforts going on at Pacific Car Company (PACCAR) and Boeing. The federal government constructed a 1.5 million gallon (MG) uncovered partially buried water storage tank (aka a reservoir) and a 15,000- gallon wooden elevated water tank. In 1958 the United States conveyed the property to the City of Renton via a quit claim deed. In 1959 and 1960 the City demolished the wooden elevated tank and constructed a 2 MG covered partially buried water storage tank and a booster pump station. In 1966 a cover was placed on the 1.5 MG reservoir. In 1975 a re-chlorination station was added to the site. In 1985 an emergency electrical generator, housed in a shed, was added to the site. The generator provides emergency power to the booster pump station. The proposed use of the site would remain the same as has been continuously used since World War II (circa 1942): the storage and pumping of water for distribution for domestic use (drinking, bathing, cooking, etc.) and fighting fires and the storage of drinking water for use during natural disasters such as earthquakes. The proposal is compliant with the following conditional use criteria, pursuant to RMC 4-9-030. Therefore, staff recommends approval of the requested Conditional Use Permit. Compliance Conditional Use Criteria and Analysis C a. Consistency with Plans and Regulations: The proposed use shall be compatible with the general goals, objectives, policies and standards of the Comprehensive Plan, the zoning regulations and any other plans, programs, maps or ordinances of the City of Renton. Stoff Comment: The City of Renton Water System is a publicly owned water system ,/ operated by the City of Renton as a self-supporting enterprise utility. The proposal is consistent with the policies and capital improvement plan stated in the City of Renton Water System Pion as updated by the 2012 Water System Plan Update. The 2012 Water System Pion Update underwent a non-project SEPA review, was adopted by the Renton City Council on August 13, 2012 via City of Renton Resolution No. 4154, was approved by King County on September 10, 2013 via King County Ordinance No. 17653, and was approved by the Washington State Deportment of Health via letter dated September 19, 2013. The Water System Plan is port of the City of Renton HEX Report 15-000864 City of Renton Deportment of nunity & Economic Development Hearing Examiner Recommendation LUAlS-000864, ECF, CU-H, SA-H, MOD HIGHLANDS RESERVOIR & EM-.. -ENCY GENERATOR March 8, 2016 Page 10 of 20 Comprehensive Plan by adoption (effective date July 1, 2015). The proposed project is compatible with the general purpose, goals, objectives and standards of the comprehensive plan, the zoning ordinance and all other plans, programs, maps and ordinances of the City of Renton. See also FOF 16, Comprehensive Plan Analysis and discussion under FOF 17, Zoning Development Standard Compliance. b. Appropriate Location: The proposed location shall not result in the detrimental overconcentration of a particular use within the City or within the immediate area of the proposed use. The proposed location shall be suited for the proposed use. Staff Comment: The proposed project is the replacement of an existing emergency electrical generator and two existing water storage tanks (reservoirs) located at this site. The site is suited for the proposed use in that it is at a high point in the area the new reservoir is to serve. The new generator will occupy the same location as the ,/ generator it would replace. The proposed location would not result in the detrimental overconcentration of this use within the City or within the immediate area of the proposed use -after the new reservoir is constructed and the Mount Olivet reservoir is replaced the two existing reservoirs at this site would be demolished and the area that they occupied would be converted to landscaping. Because of the difference in the design of the new reservoir compared to the existing reservoirs (vertical sidewalls versus sloped sidewalls) the new reservoir would occupy less surface area than the old reservoirs. Sometime in the future the existing elevated water storage tank would also be replaced with another elevated water storage tank. c. Effect on Adjacent Properties: The proposed use at the proposed location shall not result in substantial or undue adverse effects on adjacent property. Staff Comment: The proposed continued use as a water storage and pumping site does ,/ not result in substantial or undue adverse effects on adjacent property. Architectural features of the exterior walls of the new reservoir and the use of trees for screening would seek to minimize the visual impact of the new reservoir located on the northern port of the site. d. Compatibility: The proposed use shall be compatible with the scale and character of the neighborhood. ,/ Staff Comment: The proposed continued use as a water storage and pumping site is compatible with the scale and character of the neighborhood which grew up around the reservoir site since World War II. e. Parking: Adequate parking is, or will be made, available. ,/ Staff Comment: A single vehicle visits the site. Adequate parking is already available onsite. f. Traffic: The use shall ensure safe movement for vehicles and pedestrians and shall mitigate potential effects on the surrounding area. Staff Comment: The proposed project does not generate any additional trips. The ,/ current trips associated with the site are very small in number. The current use which would not change after completion of the project already ensures safe movement for vehicles and pedestrians and has minimal effects on the surrounding area. As a result, no mitigation measures are proposed as part of the improvements to the site. Compliant if g. Noise, Light and Glare: Potential noise, light and glare impacts from the proposed Conditions use shall be evaluated and mitigated. HEX Report 15-000864 City of Renton Department of HIGHLANDS RESERVOIR & El', munity & Economic Development ENCY GENERATOR Hearing Examiner Recommendation LUAlS-000864, ECF, CU-H, SA-H, MOD March 8, 2016 of Approval are Met s i t e Page 11 of 20 Staff Comment: Noise, fight and glare impacts have been evaluated. The proposed project is not anticipated to have any fight or glare impacts. The applicant would evaluate the existing lighting along NE 12th St as part of the frontage improvement design. The lighting plan would be required to adequately provide for public safety without casting excessive glare on adjacent properties. Staff recommends, as a condition of approval, that the applicant provide a final fighting pion to be submitted to, and approved by, the Current Planning Project Manager prior to construction permit approval. The emergency electrical generator would be housed in a metal cabinet that would attenuate the noise emanating from the generator. There are two scenarios for noise being generated: 1) once a week on a weekday (Monday, Tuesday, Wednesday, Thursday or Friday) and between the hours of 10:00 am and 2:00 pm, the generator would run for 15 minutes to verify that it remains operational; and 2) when there is a commercial power outage. Even though this generator is exempt from WAC 173-60-40, Maximum permissible environmental noise levels, via exemption WAC 173-60-50 (4) (f) 'Sounds created by emergency equipment and work necessary in the interests of law enforcement or for health safety or welfare of the community', the generator would meet the requirements of WAC 173-60-40 for daytime in a residential setting. h. Landscaping: Landscaping shall be provided in all areas not occupied by buildings, paving, or critical areas. Additional landscaping may be required to buffer adjacent properties from potentially adverse effects of the proposed use. Staff Comment: The applicant is proposing a landscaping plan that would provide landscaping in all areas not occupied by buildings, paving, or critical areas. Additional landscaping would be used to buffer adjacent properties from potentially adverse effects of the proposed use. See also discussion under FOF 17, 2aning Development Standard: landscaping. 19. Site Plan Review: Pursuant to RMC 4-9-2008, Site Plan Review is required for development in the R-10 zoning classification when it is not exempt from Environmental (SEPA) Review. Given Site Plan applications are evaluated for compliance with the specific requirements of the RMC 4-9-200E.3 the following table contains project elements intended to comply with level of detail needed for Site Plan requests: Compliance Site Plan Criteria and Analysis Compliant if a. Comprehensive Plan Compliance and consistency. Conditions Staff Comment: See previous discussion under FOF 16, Comprehensive Plan Analysis. of Approval are Met Compliant if b. Zoning Compliance and Consistency. Conditions Staff Comment: See discussion under FOF 17, Zoning Development Standard of Approval Compliance. are Met c. Design Regulation Compliance and Consistency. N/A Staff Comment: The project location does not fall within one of the four (4) possible design districts nor does RMC 4-2-115 Residential Design and Open Space Standards apply, see applicability. HEX Report 15-000864 City of Renton Deportment of C ,unity & Economic Development Hearing Examiner Recommendation LUAlS-000864, ECF, CU-H, SA-H, MOD HIGHLANDS RESERVOIR & EME __ NCY GENERATOR March 8, 2016 N/A Compliant if Conditions of Approval are Met HEX Report 15-000864 Page 12 of 20 d. Planned action ordinance and Development agreement Compliance and Consistency. e. Off Site Impacts. Structures: Restricting overscale structures and overconcentration of development on a particular portion of the site. Staff Comment: The structures on the site include the following: • • • . . • . . . . 565 pressure zone water storage tank -an elevated steel tank with a nominal storage capacity of 750,000 gallons. The tank is approximately 141.5 feet tall. 435 pressure zone 1.5-million-gallons (MG) water storage tank -a partially buried Portland cement concrete (PCC) water storage tank with a nominal storage capacity of 1.5 MG. 435 pressure zone 2 MG water storage tank -a partially buried PCC water storage tank with a nominal storage capacity of 2 MG. Booster pump station -a 22 ft by 14.6 ft partially buried reinforced PCC building. Re-chlorination building (no longer used for this purpose) -an 18 ft by 11.8 ft partially buried reinforced PCC building. Emergency electrical power generator shed on PCC slab -a 18 ft by 14 ft steel shell Six telecommunications cabinets on PCC slabs. Sizes: 8'10" x 8'10", 9'10" x 9'10", 6'10" x 9'10", 9'8" x 14'10", 9'7" x 20'1", and 9'11" x 14'6". One AMI collector radio cabinet on 4'4" x 4'4" PCC slab . Three wooden sheds on PCC slabs for City of Renton radio equipment and emergency generator. Sizes: 12'4" x 8'2", 12'1" x 9'4", and 8' x 12'6". Twa 50 ft tall radio towers for City of Renton radios . The applicant proposes to redevelop the site to remove the existing reservoirs and appurtenant structures that have reached the end of their useful life cycle, and reconstruct new portable water reservoirs and appurtenant structures that will maximize the usability of the site for potable water storage and renew the useful life of the facilities. The entire project improvements are expected ta be phased over many years. The current project schedule includes two parts. Part 1 includes the following: replacing the 125 KV emergency electrical generator, remodeling a room in the existing re-chlorination building to house City owned radio equipment, relocation of the City of Renton UFH radio antenna equipment to the top rail of the existing water tower, replacement and relocation of 8 individual electrical power meters with a new meter bank with power bus and meters and the removal of 5 unused electrical services, construction of approximately 3,150 linear feet of 24-inch diameter ductile iron water main from south side of the site along NE 12th St ta the intersection of NE 12th St and Edmonds Ave NE (replacing old 16-inch and 10-inch water mains), fence replacement, and the planting of trees along the property frontage NE 12th St. Part 2 includes the following: construct a concrete water storage tank, street improvements, construction of a stormwater detention vault, utility work, and installation of any remaining plants from the landscape planting plan. City of Renton Department of HIGHLANDS RESERVOIR & EA munity & Economic Development ENCY GENERATOR Hearing Examiner Recommendation LUA15-000864, ECF, CU-H, SA-H, MOD March 8, 2016 HEX Report 15-000864 Page 13 of 20 The reinforced concrete storage tank has a floor elevation of 425 feet and a raof elevation of 450 feet for at overall height of 25 feet. The bottom portion of the new storage tank is buried below finished grade in order to match the existing contours of the site and reduce the overall scale and bulk of the structure. The design and bid process of the 6.3 MG water storage tank is expected to begin after land use approvals. The estimated duration of operation is 30 years for the generator for part 1 and 80 years for port 2. The proposal would not be an averscale structure as the proposal does not exceed maximum height, lot coverage, and setback requirements of the R-10 zone. Circulation: Providing desirable transitions and linkages between uses, streets, walkways and adjacent properties. Staff Comment: The proposal contains onsite structures that have linkages to internal roadways and NE 12th St. The circulation would be improved in order to provide access to the proposed improvements onsite. The new reservoir would have a raad around the perimeter of the structure. The public site is screened with a chain link fencing and barbwire for safety. The proposal includes two (2) new gates (one manual swing gate and one manual sliding gate) at the existing access location at NE 12th St. Loading and Storage Areas: Locating, designing and screening storage areas, utilities, rooftop equipment, loading areas, and refuse and recyclables to minimize views from surrounding properties. Staff Comment: The reservoir proposal includes access stairs to the roof top. On the roof top there would be a security fence and guardrail with removable railing for equipment access. See alsa discussion under FOF 17, Zoning Development Standard Compliance: Screening. There would be no screening required for rooftop equipment, loading areas, and/or refuse and recyclables areas that require screening. Views: Recognizing the public benefit and desirability of maintaining visual accessibility to attractive natural features. Staff Comment: The proposed reservoir would obstruct the views of the abutting single family residential homes on the east and west sides of the site. The proposed reservoir would alsa obstruct the views of senior living facility (independent living, assisted living ond Alzheimer's and memory care) neighbors on the north side. The biggest visual impact would be the loss of territorial views of the trees following their removal /ram the site. The applicant is proposing ta break up the flat concrete wall of the reservoir by providing a form liner pattern on the above ground fa~ades and decorative trellises along the north, east and west elevations for climbing decorative plants. Landscaping: Using landscaping to provide transitions between development and surrounding properties to reduce noise and glare, maintain privacy, and generally enhance the appearance of the project. Staff Comment: See discussion under FOF 17, Zoning Development Standard: Landscaping. Lighting: Designing and/or placing exterior lighting and glazing in order to avoid excessive brightness or glare to adjacent properties and streets. Staff Comment: A lighting plan was not provided with the application; therefore, staff recommended that a lighting plan be provided at the time of building permit review. City of Renton Department of nunity & Economic Development Hearing Examiner Recommendation LUAlS-000864, ECF, CU-H, SA-H, MOD HIGHLANDS RESERVOIR & EM_ _ ENCY GENERATOR March 8, 2016 Page 14 of 20 f. On Site Impacts. Structure Placement: Provisions for privacy and noise reduction by building placement, spacing and orientation. Staff Comment: It is anticipated that most of the noise impacts would occur during the construction phase af the project. The applicant has submitted a Construction Mitigation Plan /Exhibit 9} that provides measures to reduce construction impacts such as noise, contra/ of dust, traffic controls, etc. In addition, the project would be required to comply with the City's noise ordinance regarding construction hours. Structure Scale: Consideration of the scale of proposed structures in relation to natural characteristics, views and vistas, site amenities, sunlight, prevailing winds, and pedestrian and vehicle needs. Staff Comment: The proposed structures would be located on approximately 100,752 square feet or more, which is roughly 49% of the site. Setbacks from the property lines are anticipated to provide for access of sunlight, winds, and vehicle movement through the site. Architectural treatments and partially burying the reservoir structure reduces the structures overall scale. Natural Features: Protection of the natural landscape by retaining existing ,/ vegetation and soils, using topography to reduce undue cutting and filling, and limiting impervious surfaces. Staff Comment: The applicant proposes removal of a majority af the existing trees onsite. The existing topography of the site is nat proposed to significantly change. There are same sensitive slopes (greater than 25 percent and less than or equal to 40 percent) on the project site and downstream of the project site. There are also slopes downstream of the project site that would be at moderate risk for landslide. Site preparation for the reservoir would include the removal of all vegetation, root mass, organic sails, existing pavement and structures, and any deleterious debris from construction areas including locations where structural fill would be placed. The applicant's engineer anticipates construction of the new reservoir may require temporary excavations on the order of 4 to 12 feet below existing adjacent grade. New landscaping is proposed around the east, west and north sides of the new reservoir. Landscaping: Use of landscaping to soften the appearance of parking areas, to provide shade and privacy where needed, to define and enhance open spaces, and generally to enhance the appearance of the project. Landscaping also includes the design and protection of planting areas so that they are less susceptible to damage from vehicles or pedestrian movements. Staff Comment: See FOF 20, Zoning Development Standard: Landscaping. g. Access Location and Consolidation: Providing access points on side streets or frontage streets rather than directly onto arterial streets and consolidation of ingress and ,/ egress points on the site and, when feasible, with adjacent properties. Staff Comment: The applicant is proposing ta retain the existing accesses and their current locations from the south side of the lot onto NE 12th St. No other ingress or egress points to side streets are available. HEX Report 15-000864 City of Renton Deportment of C HIGHLANDS RESERVOIR & EML wnity & Economic Development NCYGENERATOR Hearing Examiner Recommendation LUA15-000864, ECF, CU-H, SA-H, MOO March 8, 2016 Compliant if Conditions a/Approval are Met HEX Report 15-000864 Page 15 of 20 Internal Circulation: Promoting safety and efficiency of the internal circulation system, including the location, design and dimensions of vehicular and pedestrian access points, drives, parking, turnarounds, walkways, bikeways, and emergency access ways. Staff Comment: The proposal includes retaining the existing internal circulation system to the existing improvements on the site and extending the vehicular roadway around the perimeter of the new water storage tank from the east driveway. The proposed access configuration would allow for complete internal circulation far maintenance and operations of the facility. The internal roadways would be connected ta NE 12th St. Loading and Delivery: Separating loading and delivery areas from parking and pedestrian areas. Staff Comment: Fallowing construction improvements, access ta the site is entirely for maintenance and operations. Transit and Bicycles: Providing transit, carpools and bicycle facilities and access. Staff Comment: Per RMC 4-4-0BOF.11.a bicycle parking must be provided for all residential developments that exceed five (5) residential units and/or all non- residential developments that exceed four thousand {4,000) gross square feet in size. The use does not require staffing at the site. Maintenance and operations ta the site would be served using vehicles only. Immediately in front of the site, King County Transit Metro has o bus stop (#45130) within the public right-of-way an the north side of NE 12th St. The bus stop has a passenger shelter on a concrete footing and is served by Routes 105 and 240. Since the project proposal includes half-street frontage improvements, KC Metro has requested the inclusion of an ADA front door landing pad, rear door alighting pads, and a new shelter footing as a part of this project to ensure adequate transit access and safety. Public transit is not anticipated to serve the site. Pedestrians: Providing safe and attractive pedestrian connections between parking areas, buildings, public sidewalks and adjacent properties. Staff Comment: The proposal includes right-of-way improvements for NE 12th St along the property frontage. The proposed cross-section for the complete street shows two 10-foot lanes, with 6-foot parking strips, 8-foot planters and 5-foot sidewalks. The pedestrian access connections between the parking and improvements would be improved through onsite roadway improvements. h. Open Space: Incorporating open spaces to serve as distinctive project focal points and to provide adequate areas for passive and active recreation by the occupants/users of the site. Staff Comment: The applicant would provide a 10-foot wide landscape area along NE 12th St (Exhibit 20). The applicant is proposing to replace an existing chain link fence along NE 12th St and the visual screen is intended to be located on the inside of the relocated fence. The height of the fence within the front or side yard along a street setback may be a maximum of seventy-two inches (72 ") above grade, provided the permanent landscaping is located along the front of the fence. The landscaping areas throughout the site would be for screening the facility from the neighboring parcels only. Staff recommends, as a condition of approval, that the applicant locate the replacement fence behind the required 10-faat wide ansite landscaping required along City of Renton Deportment of HIGHLANDS RESERVOIR & EA munity & Economic Development 'ENCY GENERATOR Hearing Examiner Recommendation LUAlS-000864, ECF, CU-H, SA-H, MOD March 8, 2016 Page 16 of 20 the street frontage of NE 12th St. The location of the fence shall be reviewed and approved by the Current Planning Manager, prior to installation. i. Views and Public Access: When possible, providing view corridors to shorelines and Mt. Rainier, and incorporating public access to shorelines ,/ Staff Comment: The proposed structure would not block view corridors to shorelines or Mt. Rainier. The public access would be improved along the north side of NE 12th St through half-street frontage improvements. j. Natural Systems: Arranging project elements to protect existing natural systems ,/ where applicable. Staff Comment: Impacts to the Wellhead Protection Area are not anticipated as a result of the subject project. There are no other natural systems on the site. k. Services and Infrastructure: Making available public services and facilities to ,/ accommodate the proposed use. Staff Comment: The site improvements are entirely for water service and associated infrastructure. Police and Fire. Staff Comment: Separate plans and permits for the relocation/replacement of the emergency electrical generator would be required if it has an associated fuel storage tank. Schools. Sta[t Comment: No residential units are proposed. A School Fee would not be required. Parks. Staff Comment: No residential units are proposed. A Park Impact Fee would not be required. Water and Sewer. Sta[t Comment: The project is located within the City of Renton Wellhead Protection Zone 2 area (Exhibit 11}. Approximately 3,000 cubic yards of fill would be brought to the reservoir site and fill is also anticipated with the associated NE 12th St corridor improvements. The overall purpose of the aquifer protection regulations is to protect aquifers used as potable water supply sources by the City from contamination by hazardous materials. Some uses are restricted that store, handle, treat, use, or produce substances that pose a hazard to groundwater quality. Since fill is proposed for project development, a fill source statement would be required to be submitted to the City to ensure clean fill is being used. Impacts to the Wellhead Protection Area are not anticipated as a result of the subject project. A fill source statement would be required to be submitted with the construction permit application. Sewer service is provided by the City of Renton. The future phase would require a cut and cap of the existing side sewer connection for the chlorination building and vault. Drainage. Staff Comment: A Technical Information Report (TIR), prepared by RH2 Engineering Inc., dated November 2015, was submitted with the project application (Exhibit 7). The submitted TIR addresses construction of the subject new storage tank and includes planning information for future phases of the water utility system expansion. HEX Report 15-000864 City of Renton Department of ( HIGHLANDS RESERVOIR & EM ounity & Economic Development ENCY GENERATOR Hearing Examiner Recommendation WAlS-000864, ECF, CU-H, SA-H, MOD March 8, 2016 Page 17 of20 The proposed development would create stormwoter runoff from the site development at 3410 NE 12th St for the proposed water storage tank, generator shelter, fuel storage tank and load bank, and access road. The existing impervious surface coverage of the 3410 NE 12th St property is approximately 33 percent {33%}. Following development of the new water tank and associated improvements, the property would have an approximate 69 percent {69%} impervious surface coverage {Exhibit 4). New impervious surfaces would be collected and conveyed to the proposed on-site stormwater detention vaults and then be released in a controlled manner to North Renton Basin (aka John's Creek Basin} Threshold Discharge Area (TDA} and Honey Creek Basin TDA (Exhibit 12). Water from within the new 6.3-million-gallan storage tank would be released as part of maintenance and in emergency situations. The new wastewater/sewer interceptor pipe in NE 12th St would be used for draining water from the new water storage tank (Exhibit 4). This use of the interceptor is anticipated to occur for two situations, when the water storage tank is drained of water for inspection and maintenance of the interior of the new tank and on the rare occasion that water overflows from the new tank. Transportation. Staff Comment: Access to the site is proposed via two connections. One is located near the southeast side of the parcel and the other is located on the southwest side of the parcel. Both are from NE 12th St. It is anticipated that there would not be an overall increase in traffic following construction. I. Phasing: Staff Comment: The applicant is requesting to phase the project. This project {part 1 and part 2) is the first phase of a multi-phase plan for the use of the site. The next phase will be the demolition of the existing 1.5 MG and 2 MG reservoirs ofter the reservoir at the Mount Olivet site has been replaced. Other future phases include: replacement of the existing booster pump station, replacement of the existing elevated water storage tank and the construction of an additional partially buried water storage tank. Building permits, licenses or land use permits required for the operation of o Conditional Use Permit shall be applied for within two (2) years of the date of Conditional Use Permit approval. A single two {2} yeor extension may be granted for good cause by the Administrator. Site Pion Approval expires twa (2) years fram the date af approval. An extension may be requested pursuant to RMC section 4-9-200. Because the timing of the construction of the 6.3-million-gallon storage tank is uncertain, staff recommends that the applicant be a/lawed ta extend the implementation periods of the both the Site Plan and Conditional Use Permit approvals from two (2) years to five {5} years with a possible one (1) year extension for goad cause by the Administrator. 20. Street Modification Analysis: The applicant is requesting a modification from RMC 4-6-060F.2 "Minimum Design Standards Table for Public Streets and Alleys" to revise the street classification for NE 12th St to be consistent with the City of Renton Proposed Sunset Area Street Classification Map (Exhibit 26). HEX Report 15-000864 City of Renton Department of C HIGHLANDS RESERVOIR & EME unity & Economic Development NCY GENERATOR Hearing Examiner Recommendation LUA15-000864, ECF, CU-H, SA-H, MOD March 8, 2016 Page 18 of 20 The City of Renton Proposed Sunset Area Street Classification Map identifies a 60-foot right-of-way width for NE 12th St from Edmonds Ave NE to Monroe Ave NE. The proposed cross-section for the complete street shows two 10-foot lanes, with 6-foot parking strips, 8-foot planters and 5-foot sidewalks. The offsite improvements for the Reservoir project site are 150 feet east of Monroe Ave and the boundary for the Sunset Area. The proposal is compliant with the following modification criteria, pursuant to RMC 4-9-2500, if all conditions of approval are met. Therefore, staff is recommending approval of the requested modification, subject to conditions as noted below: Compliance Street Modification Criteria and Analysis a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives. ,/ Staff Comment: The Community Design Element has applicable policies listed under a separate section labeled Promoting a Safe, Healthy, and Attractive Community. These policies address walkable neighborhoods, safety and shared uses. The intent of the policies is to promote new development with walkable places that support grid and flexible grid street and pathway patterns, and are visually attractive, safe, and healthy environments. The requested street modification is consistent with these pa/icy guidelines. b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon ,/ sound engineering judgment. Staff Comment: The modified street improvements will meet the objectives of a safe walkable environment. The proposed improvements are consistent with those anticipated in the immediate area. c. Will not be injurious to other property(ies) in the vicinity. ,/ Staff Comment: There are no identified adverse impacts to other properties from the requested modification. d. Conforms to the intent and purpose of the Code. ,/ Staff Comment: See comments under criterion 'b'. e. Can be shown to be justified and required for the use and situation intended; and ,/ Staff Comment: See comments under criterion 'b'. f. Will not create adverse impacts to other property(ies) in the vicinity. ,/ Staff Comment: See camments under criterion 'c'. HEX Report 15-000864 City of Renton Deportment of HIGHLANDS RESERVOIR & Elli March 8, 2016 I. CONCLUSIONS: 71unity & Economic Development ENCY GENERA TOR Hearing Examiner Recommendation LUAlS-000864, ECF, CU-H, SA-H, MOD Page 19 of 20 1. The subject site is located in the Residential High Density (RHD) Comprehensive Plan designation and complies with the goals and policies established with this designation provided the applicant complies with the conditions of approval, see FOF 16. 2. The subject site is located in the Residential-10 (R-10) zoning designation and complies with the zoning and development standards established with this designation provided the applicant complies with City Code and conditions of approval, see FOF 17. 3. The proposed conditional use complies with all the conditional use criteria, pursuant to RMC 4-9-030, provided the project complies with all advisory notes and conditions of approval contained herein, see FOF 18. 4. The proposed project complies with the site plan regulations as established by City Code provided all advisory notes and conditions are complied with, see FOF 19. 5. The proposed project complies with the street modification criteria as established by City Code, provided the project complies with all advisory notes and conditions of approval contained herein, see FOF 20. 6. Key features, which are integral to this project, include project phasing and water and utility infrastructure improvements. I ). RECOMMENDATION: Staff recommends approval of the Hearing Examiner Site Plan, Conditional Use Permit, and Street Modification Request for improvements to the Highlands Reservoir and Emergency Generator, File No. LUA15-000864, as depicted in Exhibit 17. Staff also recommends a five (5) year Site Plan and Conditional Use Permit implementation period with a possible one (1) year extension for good cause by the Administrator, subject to the following conditions: 1. The applicant shall comply with the mitigation measure issued as part of the Determination of Non- Significance Mitigated, dated on January 25, 2016. a. The applicant shall comply with the recommendations included in Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc, dated December 19, 2014 and Geotechnical Report, prepared by ZZA-Terracon, dated January 19, 2009 (Exhibit 8). 2. The applicant shall be required to submit a detailed landscaping plan that includes a fully sight- obscuring landscaped visual barrier along the north property line. The final landscaping plan shall be submitted to, and approved by, the Current Planning Project Manager prior to engineering permit approval. 3. The applicant shall locate the replacement fence behind the required 10-foot wide onsite landscaping required along the street frontage of NE 12th St. The location of the fence shall be reviewed and approved by the Current Planning Manager, prior to installation. 4. The applicant shall provide a lighting plan that adequately provide for public safety without casting excessive glare on adjacent properties. The final lighting plan shall be submitted to, and approved by, the Current Planning Project Manager prior to construction permit approval. HEX Report 15-000864 City of Renton Department of C HIGHLANDS RESERVOIR & EME March 8, 2016 EXPIRATION PERIODS: unity & Economic Development NCYGENERATOR Hearing Examiner Recommendation LUA15-000864, ECF, CU-H, SA-H, MOD Page 20 of 20 Pursuant to RMC 4-8-100, the City declares that circumstances surrounding land use decisions change rapidly over a period of time. In order to ensure the compatibility of a decision with current needs and concerns, any such decision must be limited in duration, unless the action or improvements authorized by the decision is implemented promptly. Any application or permit approved pursuant to this Chapter with the exception of rezones shall be implemented within two (2) years of such approval unless other time limits are prescribed elsewhere in the Renton Municipal Code. Any application or permit which is not so implemented shall terminate at the conclusion of that period oftime and become null and void. For large scale or phased development projects, the Examiner may at the time of approval or recommendation set forth time limits for expiration which exceed those prescribed in this Section for such extended time limits as are justified by the record of the action. Pursuant to RMC 4-9-200 the Hearing Examiner shall determine, and document in writing, an appropriate expiration date for the master plan, granting up to five (5) years. An applicant shall submit a complete site plan application for the development within the specified time frame if a site plan was not combined with the master plan application. The Administrator may grant a one year extension for good cause. Site Plan Approval expires two (2) years from the date of approval. An extension may be requested pursuant to RMC section 4-9-200. Pursuant to RMC 4-9-250 any variance granted, unless otherwise specified in writing, shall become null and void in the event that the applicant or owner of the subject property for which a variance has been requested .has failed to commence construction or otherwise implement effectively the variance granted within a period of two (2) years after such variance has been issued. For proper cause shown, an applicant may petition for an extension of the two (2) year period during the variance application review process, specifying the reasons for the request. The time may be extended but shall not exceed one additional year in any event. HEX Report 15-000864 Project Name: Highlands Reservoir & Emergency Generator Date of Hearing March 8, 2016 Staff Contact Clark H. Close Senior Planner CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT REPORT TO THE HEARING EXAMINER, EXHIBITS Project Number: LUA15-000864, ECF, CU-H, SA-H, MOD Project Contact/Applicant J.D. Wilson, Public Works, City of Renton Project location 3410 NE 12th St Renton, WA 98056 The following exhibits were entered into the record: Exhibits 1-15: As shown in the SEPA Environmental Review Report Exhibit 16: Environmental "SEPA" Determination and ERC Mitigation Measures Exhibit 17: Site Plan Exhibit 18: Topography Map Exhibit 19: Tree Cutting Plan, Land Clearing and Demolition Plan Exhibit 20: Landscaping Plan Exhibit 21: Arborist Report prepared by Greenforest Incorporated, dated November 18, 2015 Exhibit 22: Artists Renderings Exhibit 23: Onsite Utility Plan Exhibit 24: Reservoir Floor Plans Exhibit 25: Site Cross Sections Exhibit 26: Street Modification Request ------~ItentOil ® DEPARTMENT OF COMM TY -----.... •·Kenton® AND ECONOMIC DEVELOP11'1ENT ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC MEETING DA TE: Project Name: Project Number: Project Manager: Owner: Applicant/Contact: Project Location: Project Summary: Exist. Bldg. Area SF: January 25, 2015 Highlands Reservoir & Emergency Generator LUA15-000864, ECF, CU-H, SA-H, MOD Kris Sorensen, Associate Planner City of Renton, 1055 S Grady Way, Renton WA 98057 J.D. Wilson, Public Works, City of Renton, 1055 S Grady Way, Renton WA 98057 3410 NE 12'h St and NE lZ'h St Right-of-Way from Olympia Ave NE to Edmonds Ave NE The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Site Plan and Conditional Use Permit Reviews, and a Modification to street improvements for development at the Highlands Reservoir site and associated improvements within the NE 12th St corridor. The 204,555 square foot property at 3410 NE 12'h St is located in the Residential 10 (R-10) zone. The project is part of the City's public drinking water utility. The proposed on-site improvements are the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, new access road, and relocation of existing telecommunication equipment. Off-site improvements within the NE 12th St right-of- way include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. Access to the site is through two driveways from NE 12th St. The project is located within the Wellhead Protection Area zone. The project would excavate 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed. New landscaping and screening is proposed. The applicant requests a street modification from the RMC 4-6-060 standards along 3410 NE 12th St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical, and drainage reports. The total project value is estimated at $13,981,000. 55,191 SF Proposed New Bldg. Area (footprint): Proposed New Bldg. Area (gross): 45,561 SF 45,561 SF Site Area: 204,555 SF at 3410 NE 12th St & NE 12'h St Right-of-Way from Olympia Ave NE to Edmonds Ave NE Total Building Area GSF: 100,752 SF STAFF RECOMMENDATION: Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance -Mitigated (DNS-M). ----------------------- Full Document Available upon Request EXHIBIT 1 ERC Report 15-000864 200100 J m >< ::c t-t m :; N f t ,,-J l'-,' P. St Notes None 512 > < .. .., C (> g w XHIBIT 3 Zoning MekJ.1-::.-;;c! t( ?'\ l-'i 4 P/gyQ'DUfld . M:l<t1:i,1h! ,,t,,<Jd:~~ Sch,:i,ii F'.·f JJ z " l g "' ~ ,: ll.1 C\' ~ UJ -·-·-·-~ z i i " 1·,t, (!lo) i R·IU i ~ "O l ~ 11 i i a ! \. .r i i g ( \" :i i i :, i . ' i i c:.-_·.-_·_-_·.-_·.:·.:·.-_·.-.;;.:.-_·.:·.:·.~·.:-.-_·.:·.:·.:::·.·w.:1?!~-x.·.-_·.-_·.-_·.-_·.-_·.-:.._. ___ ; w z .. ·~ "' 'Cl C 0 E 'Cl w w z .. > 0 - .,;,u,Jfc-l r.AJ, t Par\ • {~ <,,' Gre tter H,ghl r fld Legend City and County Boundary Other f:_; C1tjoofRenton Parcels Zoning 256 512 Feet r: ,, "' z " ~ ., "' z .. > < ~ ii E > 5 • RMH,Res1denilal Manufactured Homes CN-Commercial Neighborhood • CV-CenterVillage • CA.Comrneroal Artenal • UC-UrbanCenter • CD-Center Downtown COR-Commeraal OfficeiResiden11al VVGS_1984_Web_Mercator_Auxiliary_Sphere • RC-Resource Conservation R1,Residenlia! 1 du/ac R.4-Res1denbal.4du/ac R6-Res1denbal -6 DU/AC R8-Res1dential8du/ac • CO-Commeroal Office ll-lndustrial-l.Jght l." IM-!ndustlial-Mechum CityofRetrfon ;: N N Finance & IT Division Information Technology -GIS RentonMapSupport@Rentonwa gov 1/19/2016 THIS MAP IS NOT TO BE USED FOR NAVIGATION DEPARTMENT OF COMM UNI" AND ECONOMIC DEVELOPME EXHIBIT 4 ENVIRONMENl. Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov PURPOSE OF CHECKLIST: :entonO Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS: ~ This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. INSTRUCTIONS FOR LEAD AGENCIES: Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. H:\File Sys\WTR -Drinking Water Utility\WTR-13-Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Oesign\SEPA CUP Master Site\envchlstHighlandsResRpl.doc Kris Sorensen From: Sent: To: Cc: Subject: EXHIBIT 5 Kriedt, Gary <Gary.Knedt(g)K1ngcoumy."uv, Tuesday, January 12, 2016 8:48 AM Kris Sorensen Korthals, David; PlansReview KC Metro Comments on LUAlS-00064 Hi Kris -King County Metro Transit reviewed project LUA15-00064, Highland Reservoir & Emergency Generator Replacement, and we have the following comments. Metro has a bus stop (lt45130) in street frontage on the north side of NE 12" Street. The bus stop has a passenger shelter on a concrete footing and is served by Routes 105 and 240. Since the project proposes a half-street profile consisting of curb, gutter, 8-foot planting strip, and a 5-foot sidewalk, we request the inclusion of an ADA front door landing pad, rear door alighting pads, and a new shelter footing as a part of this project to ensure adequate transit access and safety. Design coordination should be through David Korthals, South District Facilities Planner. David is at 206-477-5776, fax: 206-684-1860, david.korthals@kingcounty.gov. Please send a copy of the most recent plans, including the proposed channelization work, to David Korthals and also to plansreview@kingcounty.gov. Please coordinate with David Korthals regarding all transit related issues. Thank you! Kris Sorensen From: Sent: To: Cc: Subject: Attachments: Hi David, See Gary Kriedt's email below. EXHIBIT 6 J. D.Wilson Tuesday, January 12, 2016 10:34 AM 'david.korthals@kingcounty.gov' 'plansreview@kingcounty.gov'; 'gary.kriedt@kingcounty.gov'; Kris Sorensen; Vicki Grover; Abdoul Gafour; Thomas H. Malphrus; Kyle Pettibone -RH2 Engineering (kpettibone@rh2.com); Mark Miller (mmiller@rh2.com) FW: KC Metro Comments on LUAlS-00064 11 -A -Site Plan 34 x 22.pdf; 11 -B -Site X-Sections 34 x 22.pdf We will begin the design phase of this project after the SEPA review has been completed and we have received approval for the conditional use of the site. We will keep you in the loop on the design of the street improvements including the requested 'ADA front door landing pad, rear door alighting pads, and a new shelter footing as a part of this project to ensure adequate transit access and safety' Our consultant for the design of the project is RH2 Engineering and their project manager is Kyle Pettibone. At this point the plans are very preliminary and the details, including channelization have not been designed. Attached are a preliminary site plan and site cross section. J.D. Wilson, P.E., WDM-IV Utility/ GIS Engineer Drinking Water Utility Utility Systems Division Public Works Department City of Renton, WA jwilson@rentonwa _gov 425-430-7295 http://www.rentonwa.gov/ 0 " . EXHIBIT 7 1't, ~/.'t ~<S ~ ~~ ~ ('<ii 0 ~ ~ Al. (II~ ·~ ?I Pc:.i (11,s,t" HIGHLANDS 435 PRESSUk. _JNE RESERVOIRS Prepared for: CITY OF RENTON 10555 Grady Way 5th Floor Renton, WA 98055 REN 113.104.01.104 Prepared by: RH2 ENGINEERING, INC. November 2015 EXHIBIT 8 Client: City of Renton Project: Highlands 435 Pressure Zone Reservoirs and Emergency Generator Project File: REN 113.104.01.109 Project Manager: Kyle Pettibone, P.~. Composed by: Steve Nelson, L.HG., L.E.G. Reviewed by: Kyle Pettibone, P.E. Subject: Review of Existing Geologic, Hydrogeologic, and Geotechnical information Date: December 19, 2014 12/19/:4 Background The City of Renton (City) intends to construct a new reservoir on the site of its existing Highlands Reservoirs on the uplands east of central Renton. The existing reservoirs were constructed in 1941 and 1960, respectively. Preliminary designs indicate that the new reservoir would store 6.3 million gallons and with dimensions of approximately 170 feet by 250 feet and 25 feet high. A 2009 geotechnical report was completed by ZZA-Terracon to assess the site conditions and recommend foundation design and construction approaches for a new reservoir founded on the native subgrade material. This memorandum reviews the findings and recommendations of the geotechnical report and provides a summary of infiltration potential for possible on-site stormwater management. City Conditional Use permitting requires sufficient geotechnical assessment of the site to support the design and construction of the project and to evaluate the potential effect of construction and operation on geologic hazards. This memorandum includes RH2 Engineering, Inc.'s (RH2) review of the existing geotechnical report (ZZA-Terracon, 2009), and a review of available geologic mapping and boring logs. 12 19 2014 I 16PM J D111 RE"!\ 113-104\fi<!Prn, fP ZZA-lrerraccn 81085801 January 19, 2009 HDR Enineering, Inc. 500108 AvenueNE Bellevue, Washington 98004 Attention: Mr. Greg Pierson Subject: Geotechnical Report City of Renton-Water Distribution System Storage Planning Study Renton, Washington Dear Mr. Pierson, This report presents the results of our geotechnical investigation for the City of Renton Water Distribution System Storage Study. Our scope of services included review of existing information, site reconnaissance, subsurface exploration, laboratory testing, geotechnical engineering analyses, evaluating potential geotechnical constraints for the project, and preparation of this rep01t. These services were completed in accordance with the Subconsultant Agreement dated October 3, 2008. We understand that the City of Renton is planning to increase the storage capacity of its water system over the next 4 to 7 years. The City has identified the Highlands Site and Mount Olivet Site as two existing reservoir locations that can accommodate storage expansion for major service areas. We understand that the scope of the current study is limited to a planning level effo1i. The geotechnical conclusions and recommendations presented in this report are therefore preliminary in nature. PROJECT DESCRIPTION The location of the Highlands Site and existing site features are shown on FiglU'e 1, Site and Exploration Plan. The site is currently occupied by 1.5 and 2.0 MG below ground reservoirs, a 750,000 G elevated water tank, and a pump station. As currently planned, expansion of the Highlands Site would include the following. • Phase I construction of a 210 by 265 foot, 8.0 MG below ground reservoir in the undeveloped northern portion of the site. This reservoir would have an overflow elevation of 445.5 feet and a finished floor elevation of 425 feet. The latter elevation would place the finished floor I foot above to 7 feet below the existing ground surface. • New pump station located in the southern p01tion of the site to the west of the existing facility. 21905 641h Avenue West Ste 100, Lynnwood, WA 98043 425-771-3304 Fax: 425-771-3549 EXHIBIT 9 Construction Mitigation Description Highlands Reservoir and Emergency Generator Replacement City of Renton Drinking Water Utility Proposed Construction Dates and Times Part 1, Replace Emergency Generator Anticipated construction dates: Start 1 May 2016 and end 31 December 2016 Working hours: see below Part 2, Construct replacement reservoir, on-site and offsite utilities and street frontage improvements Anticipated construction dates: Start 1 May 2017 and end 31 December 2018 Working hours: see below Working hours: Typically the working hours will be between 7:00 a.m. and 6:00 p.m., Monday through Friday. Exceptions to this may occur in order to minimize disruptions to local traffic. In those cases the scheduling will be handled as per the City of Renton standard specifications which are as follows: Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform Work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to Work such times. Permission to Work longer than an 8-hour period between 7:00 a.m. an 6:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to Work. Permission to Work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue Work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or the Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturdays, Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such Work necessitates their presence. Construction Mitigation Measures & Best Practices: All activities will begin with the implementation and installation of Best Management Practices (BMP). These practices include: Proposed Hauling/ Transportation routes Contractors will apply for their own hauling permits related to this project and will follow a city approved route. It is anticipated that the haul route will be from the reservoir site west along NE 12'" to NE Sunset Blvd and then south and west to 1-405. Storm Water Construction will start with the implementation and installation of Best Management Practices (BMP) for Temporary Erosion and Sedimentation Control (TESC). All storm water drain inlets in and around the proposed construction operations and staging areas will be surrounded by oil absorbent padding to mitigate the potential of any hydraulic/fuel leakages emanating from construction machinery entering the watershed. Dust Control Through the entire construction period the Contractor shall take all necessary steps to dust control all working area and unpaved roads. The use of calcium chloride or other chemicals will not be permitted for dust control. The Contractor will accomplish dust control by watering and sprinkling to satisfactorily settle the dust. Contractor shall comply with any requirements imposed by law to prevent fugitive dust emissions. All demolished materials and debris will be stockpiled on site to prevent dust and sedimentation from migrating onto roadways. Contractor vehicles that are transporting materials to and from the site will be required to have tires washed prior to leaving the site. This will prevent dust and sedimentation from entering nearby roadways. Special Hours of Operation None proposed at this time. Preliminary Traffic Control Plan None proposed at this time. Part 1 will not need a traffic control plan. Part 2 will need (a) traffic control plan (s) for the work in the right-of-way. The contractor (s) will be responsible for submitting, getting approval of and implementing traffic control plans. EXHIBIT 10 ;1opes , -""~. '\ Z: I ..,. <>:! ! ! i_ ... j i ;,.. .... , ..,... ·1 :-·-·-·""': I I i i ! I ;'9•.)0 i j I ~;.:::·.:·.:·.:·.:·.:·.:·.;·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.-::.:·.:::·.:·.:·.:::·.:·.-:. ... _,_; Notes None 512 0 -256 WGS_ 1984_Web_Mercator_Auxihary_Sphere 512 Feel Legend City and County Boundary Other ['! CityofRentan Parcels Slope City of Renton >15%&<=:25% >25%&<=-40%(Sensi11ve) • >40% & .::=90% (Protected) • >90% (Protected) lnformatlan Technology • GIS RentonMapSupport@Rentonwa.gov 111912016 THIS MAP IS NOT TO BE USED FOR NAVIGATION City of Rerlton Wellhead Protection Zone 2 Notes None 5 12 0 256 5 12Feet VVGS _ 1984_ Web_Mercator _Aux1llary_Sphere ~ .. Finance & IT Di vision EXHIBIT 11 City and County Boundary ['! CityofRenton Parcels Wellhead Pro tection A rea Zones O Zooe1 Zone 1 Modlfie CI • zone , Information Te<:hnology . GIS RentonMapSuppor1@Rentonwa.gov 1119/2016 -n,s rn;;~ s au;;~, Qe~e,a:e·J st~h' outpU r-cri M lr"tcm;,;1 maPf'"'l:J qp and ~ t.~· rf'f(nmc.f' m:1 D;-1•;1 :,l',m~ tt,,11 ,11·pea• on ti·1s ina~· m;iy 0' ·c'Jy r,01 t,e .icc·.uat~ c~wen1 rn o:.,er\·,· ~~ re Jb!;; THIS MAP IS NOT TO BE USED FOR NAVIGATION EXHIBIT 12 ~---a--· iJ I I y I,'\ EXHIBIT 13 I .. _ i I ,,I· I I ! ·11 I Ii 11 ... I j!! H I -~ '~ ,~ i ·<> ·, ,, ii.ii ii ,.j I {ti-, I I t !, j I I•,-·--'·-;-·---- i r r----EXHIBIT 14 ~,I -- ADVISORY NOTES TO APP" r"1 LUA 15-000864 Application Date: December 14, 2015 Name: Highlands Reservoir and Emergency Generator Replacement EXHIBIT 15 (\ City of ~1te Address: 3410 NE 12th St Renton, WA 98056-3428 PLAN -Planning Review -Land Use Version 1 I January 21, 2016 Engineering Review Comments Contact: Vicki Grover I 425-430-7291 I vgrover@rentonwa.gov Recommendations: M E M O R A N D U M DATE: January 21, 2016 TO: Kris Sorenson, Planner FROM: Vicki Grover, Plan Review SUBJECT: Utility & Transportation Comments for COR Highlands 435 Zone Reservoir 3410-NE 12th Street LUA 15 000864 I have completed a review for the above referenced proposal located at parcel 0423059186. WATER 1. The proposed development is within City of Renton Water District. SANITARY SEWER 1. Sewer service is provided by the City of Renton. The future phase will require a cut and cap of the existing side sewer connection for the chlorination building and vault. SURFACE WATER 2. A drainage report complying with the 2009 King County Surface Water Design Manual and City of Renton Amendments to the KCSWDM, was submitted from RH2 Engineering, Inc. dated November 2015. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Site Conditions (north and east sides of the site; Honey Creek Basin) and the Peak Rate Flow Control Standard, existing site conditions (south and west sides of the site; Johns Creek Basin). A Full Drainage Review was included in the report and is for construction of the Phase 1 reservoir and planning for the stonnwater system expansion in Phase 2. A flow control BMP is required; the TIA proposes penneable subgrade with traditional asphalt over the top and call it "Permeable Asphalt". The geotech report says the soil is not suitable for infiltration so a different BMP needs to be proposed. The project will need to submit an adjustment for approval of the pump system. The final drainage plan and drainage report must be submitted with the utility construction permit application. 3. A geotechnical report from 2009 authored by ZZA Terracon was submitted with a December 2014 Technical Memorandum to the 2009 geotech report. RH2 reviewed ZZA Terracon 's findings and recommendations as well as provided a summary regarding infiltration potential for on site stormwater management. RH2 classified the soil conditions on site to have a low infiltration capacity and therefore is not suitable for on site infiltration of stormwater. The earthwork portion of the project is recommended to be accomplished during extended dry periods of weather; if earthwork is done during the west season extra precautionary measures will need to be taken to protect subgrade materials. All geotechnical recommendations shall be incorporated into the design plans. 4. A study shall be required and included in the TIR to verily downstream capacity for the overflow from the reservoirs and prove the flows will have no environmental impacts. 5. Surtace water system development fee (SDC) will be applicable. The current rate of SDC fee $0.594 per square foot of new impervious surface area, but not less than $1,350.00. 6. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SW PPP) is required for this site. TRANSPORTATION /STREET 1. Transportation impact fees will apply to this project. The actual rate will be assessed at a later date. This fee will be based on the Ran: January 25, 2016 Page 1 of 3 ADVISORY NOTES TO AP LUA 15-000864 (\NT (' ' ' City of PLAN -Planning Review -Land Use Version 1 I January 21, 2016 Engineering Review Comments Contact: Vicki Grover I 425-430-7291 I vgrover@rentonwa.gov amount of building area and its use per the ITE Manual. Payment of the transportation impact fee is due at the time of issuance of the building permit. 2. Road Classification -Minor Arterial/North 12th Street Existing right of way width -approximately 60 ft. on North 12th Street with 2 travel lanes. Required ROW width Based on RMC 4 6 060, North 12th St. requires 91 ft. ROW dedication needed -Approximately 15.50 feet on the north side of North 12th Street. 11 ft. travel lanes, a 5 ft. bike lane, 0.5 ft. curb and gutter, 8 ft. sidewalk and 8 ft. planter strips will be required. The applicant has submitted a modification for Right Of Way Dedication and street frontage improvements, which is currently under review and staff is recommended approval. 3. Metro Bus requirements for the existing bus stop located in front of the site will require: Metro Bus Stop #45130 Metro requests the inclusion of an ADA front door landing pad, read door lighting pads and a new shelter footing to ensure adequate transit access and safety. 4. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. General Comments 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit four (4) copies of the drawings, two (2) copies of the drainage report, permit aoolication, an itemized cost of construction estimate, and aoolication fee at the counter on the sixth floor. Fire Review · Building Comments Contact: Corey Thomas I 425-430-7024 I c1homas@rentonwa.gov Recommendations: Code Related Comments: 1. Separate plans and permits for the relocation/replacement of the emergency electrical generator if it has an associated fuel storage tank. Community Services Review Comments Contact: Leslie Betlach I 425-430-6619 I LBetlach@renlonwa.gov Recommendations: 1. Street trees -overhead electric wires exist, therefore use only small maturing street trees space at 30 ft on center (plan shows 20 feet on center spacing). No tree closer than 30 feet from streetlight pole. Use only Amelanchier laevis "Spring Flurry" -Serviceberry-2 inch caliper 2. Planting strip along street -shall be maintained by the Water Utility except street trees maintained by City. 3. Amelanchier laevis "Spring Flurry" -Serviceberry Minimum caliper shall be 2 inches Single trunk wijh a well developed central leader Specimen grade only Do not use birch as suqqested on olan Planning Review Comments Contact: Kris Sorensen I 425-430-6593 I ksorensen@rentonwa.gov Recommendations: Planning: 1. RMC section 4 4 030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Sur1ace Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. Ran: January 25, 2016 Page 2 of 3 ADVISORY NOTES TO APP' r\NT LUA 15-000864 PLAN -Planning Review -Land Use City of Version 1 I January 21, 2016 Planning Review Comments Contact: Kris Sorensen I 425-430-6593 I ksorensen@rentonwa.gov 4. A National Permit Discharge Elimination System (NPDES) pen11it is required when more than one acre is being cleared. 5. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 6. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING -Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 7. The applicant shall provide a fill source statement for fill used for project development at the reservoir site and within the NE 12th St right of way within the Wellhead Protection Area. The fill source statement shall be submitted with the construction permit application. Ran: January 25, 2016 Page 3 of3 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE PROJECT NUMBER: APPLICANT: PROJECT NAME: -MITIGATED (DNS-M) LUAlS-000864, ECF, CU-H, SA-H, MOD City of Renton, Public Works Highlands Reservoir & Emergency Generator PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Site Plan and Conditional Use Permit Reviews, and a Modification to street improvements for development at the Highlands Reservoir site and associated improvements within the NE 12th St corridor. The 204,555 square foot property at 3410 NE 12th St is located in the Residential 10 (R-10) zone. The project is part of the City's public drinking water utility. The proposed on-site improvements are the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, new access road, and relocation of existing telecommunication equipment. Off-site improvements within the NE 12th St right-of-way include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. Access to the site is through two driveways from NE 12th St. The project is located within the Wellhead Protection Area zone. The project would excavate 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed. New landscaping and screening is proposed. The applicant requests a street modification from the RMC 4-6-060 standards along 3410 NE 12th St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical, and drainage reports. The total project value is estimated at $13,981,000. PROJECT LOCATION: LEAD AGENCY: 3410 NE 12th St and NE 12th St Right-of-Way from Olympia Ave NE to Edmonds Ave NE City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-9·070D Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on February 12, 2016. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. EXHIBIT 16 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT PUBLICATION DATE: DATE OF DECISION: SIGNATURES: ~t~~. ,2~ Public Wo~To:partment T~~lf!to_r ___ _ Community Services Department ll<l L~ eu,tnev- January 29, 2016 JANUARY 25, 2016 t/2{//£ • ( I Date Date Fire & Emergency Services C.E. "Chip" Vincent, Administrator Department of Community & Economic Development 1/,R,/IG I I Date \ ( z.( Ji (, I I Date DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNSM) MITIGATION MEASURES AND ADVISORY NOTES PROJECT NUMBER: APPLICANT: PROJECT NAME: LUAlS-000864, ECF, CU-H, SA-H, MOD J.D. Wilson, Public Works, City of Renton, 1055 S Grady Way, Renton WA 98057 LUAlS-000864, ECF, CU-H, SA-H, MOD PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Site Plan and Conditional Use Permit Reviews, and a Modification to street improvements for development at the Highlands Reservoir site and associated improvements within the NE 12'h St corridor. The 204,555 square foot property at 3410 NE 12th St is located in the Residential 10 (R-10) zone. The project is part of the City's public drinking water utility. The proposed on-site improvements are the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, new access road, and relocation of existing telecommunication equipment. Off- site improvements within the NE 12th St right-of-way include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. Access to the site is through two driveways from NE 12th St. The project is located within the Wellhead Protection Area zone. The project would excavate 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed. New landscaping and screening is proposed. The applicant requests a street modification from the RMC 4-6-060 standards along 3410 NE 12'h St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical, and drainage reports. The total project value is estimated at $13,981,000. PROJECT LOCATION: LEAD AGENCY: MITIGATION MEASURES: 3410 NE 12th St and NE 12'h St Right-of-Way from Olympia Ave NE to Edmonds Ave NE The City of Renton Department of Community & Economic Development Planning Division 1. The applicant shall comply with the recommendations included in Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc, dated December 19, 2014 and Geotechnical Report, prepared by ZZA-Terracon, dated January 19, 2009 (Exhibit 8). .... .... ... 1-1 ca 1-1 ::c >< w i .--- co 'l""I 1- 1-1 m '""' ::c >< w N1tld NOllllOW3C aN'II !:>Nl!IV31:> CNV, '!:>Nliln:> 33lll I --1 I -~ ! I --; ! I i -1 I 11 : .rr~ 11 i I I lJ NYld !lNldlf:JSCNYI C3S0d0lld /IIO:~"'J:'::,g}ff;~~;9IH •:'aff(• NOJ.Nml JO ll.J:J -1 0 N t:; CCI .... :c >< w Greenforestlncorporated November 18, 2015 Alicia Pettibone RH2 Engineering, Inc. 22722 29th Drive SE, Suite 210 Bothell, WA 98021 RE: Tree Assessment and Arborist Report, Renton Highlands Reservoir Dear Ms. Pettibone: You contacted me and contracted my services as a consulting arborist. Proposed construction will add an additional water reservoir at the above referenced site. Several trees will be impacted and are proposed for removal. My assignment is to inspect and assess the significant impacted trees, and prepare a report to support a tree retention plan. You provided me a Tree Cutting, Land Clearing and Demolition Plan showing the locations of 99 impacted trees. I visited the site today and inspected these trees, which are the subject of this report. The site is relatively flat, and the majority of trees are located at the north end of the parcel, within two distinct groves, separated by lawn. The subject trees include 3 Pacific madrone, 2 western red-cedar and 94 Douglas-firs, ranging in diameter from 8 to 36 (DBH) inches. Nearly every tree is in good condition. TREE INSPECTION I visually inspected each tree from the ground and rated both tree health and structure. A tree's structure is distinct from its health. This inspection identifies what is visible with both. Structure is the way the tree is put together or constructed, and identifying obvious defects can be helpful in determining if a tree is predisposed to failure. Health addresses disease and insect infestation. No invasive procedures were performed on any trees. The results of this inspection are based on what is visible at the time of the inspection. 4547 South Lucile Street, Seattle, WA 98118 EXHIBIT 21 Tel. 206-723-0656 Full Document Available upon Request EXHIBIT 22 Property and Site Frontage Landscaping Note: Artistic rendering intended to show general nature of site conditions following proposed improvements. Actual conditions may vary. Property and Site Frontage Landscaping Note: Artistic rendering intended to show general nature of site conditfons following proposed improvements. Actual conditions may vary. Property and Site Frontage Landscaping Note: Artistic rendering intended to show general nature of site conditions following proposed improvements. Actual conditions may vary. Property and Site Frontage Landscaping Note: Artistic rendering intended to show general nature of site conditions following proposed improvements. Actual conditions may vary. N1fld A.1111.J.n C3S0d0tld II II N 9 iINl!JN,HINY NJ0Alll/S38. HNOZ Sft S<INYIH91H •1'. ~ .... ~• No.LNi£/I ,10 ll.D M N .... .... m .... ::c ~ 1 [!] '\ [!] !fi ~ 'it[!] \ \ ~~h ~na [!! (!] [!l N.,,,d 11001~ lll0All3S31l [!l [!l [!l [!l -.:t' N t:; £0 ~ ::c >< w PUBLIC WORKS DEPARTMENT DATE: TO: CC: FROM: SUBJECT: MEMORANDUM December 8, 2015 Kris Sorensen Abdoul Gafour Vicki Glover Bob Mahn J.D. Wilson Highlands Reservoir and Emergency Generator Replacement Project -Code Modification Request Code Modification Request: RMC 4-6-060 Public Street Right-of-Way Design Standards The Water Utility requests a modification of City Code RMC 4-6-060 Street Standards regarding right-of-way dedication and street frontage improvements related to the Highlands water reservoir project. In accordance with RMC 4-9-2500 Modifications Procedures, this request for code modification is necessary because of practical difficulties in carrying out the provisions of the standards, and also because the standards in the code are in conflict with recently City-adopted street standards for the Sunset Area. Project General Narrative Location: The project is located within a 4.7-acre of City-owned property at 3410 NE 12th Street, Renton, King County parcel no. 0423059186. Current use of property: The site is currently used for City's drinking water facilities and also for public and private telecommunication antenna base stations. Existing structures on the site include a 750,000-gallon elevated water storage tank, a 2 million-gallon and a 1.5 million-gallon partially buried concrete water storage tanks, a booster pump building, a re- chlorination building, a metal shed housing an emergency electrical generator. underground water transmission mains, storm drainage pipes, and several concrete pads for public and private telecommunication equipment. Proposed improvements: The proposed improvements consist of the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank along with the replacement of the emergency generator, site utilities and relocation of existing telecommunication equipment pads. The project also includes roadway improvements along the property frontage on NE 12'" St along with off-site and on-site landscaping required for the project. Code Modification Request Per RMC 4-6-060, street frontage improvements (i.e.: curb, gutter, planting strip and sidewalk) along NE 12'" St will be required for the project. Due to the current designation of NE 12th St as an arterial street, an additional 15.5-ft of right-of-way dedication is required for EXHIBIT 26 half-street improvements. The current r/o/w width of NE 12'h St is 60-ft and the code requires a 91-ft r/o/w width to accommodate 4 lanes of traffic with 8-ft planter strips and 8-ft sidewalks. Practical Difficulties with Current Code and Standards The current standards create practical difficulties for compliance for the following reasons: 1. There is an existing water pump station building located 8 feet north of the existing north r/o/w line. The pump station is a critical water facility that must remain operational during and after the construction of the new reservoir. It is anticipated that a new pump station will be constructed about 20 years after the completion of this new reservoir. The future pump station will be located further into the site after as the removal of the 2 existing old reservoirs. As such, the dedication of the additional 15.5-foot of r/o/w along with the construction of an additional lane will cause extreme difficulty and hardship to the Water Utility and will conflict with the operation and maintenance of the existing pump station. 2. There is also an existing chlorination building about 17 feet north of the existing r/o/w line. For the same reason as the above pump station, the chlorination building must remain in place until a new chlorination facility is constructed with the future pump station. 3. There are 3 electrical power transmission lines and poles along NE 121h St, 2 are located within the existing r/o/w and 1 about 5 feet north of the r/o/w. It would impractical and very costly to have the poles and transmission lines relocated to accommodate the construction of an additional lane of traffic. Conflict with Adopted Streets Standards for Sunset Area The City has recently adopted streets standards for the Sunset Area (please refer to CED map for Proposed Sunset Area Street Classification). The proposed street classification map identifies a 60-ft r/o/w width for NE 12111 St from Edmonds Ave NE to Monroe Ave NE. The proposed cross-section for a complete street shows 2 10-ft lanes, with 6-ft parking strips, 8-ft planters and 5-ft sidewalks. These improvements fit within the existing 60-ft r/o/w; therefore no additional r/o/w dedication is required. The current code is in conflict with the recently adopted street standards for the Sunset Area. As such, the off-site improvements for the reservoir project site which is about 150 feet east of Monroe Ave should be consistent with the recently adopted street standards for the Sunset Area. Proposed Alternative Method of Compliance The Water Utility proposes the following street frontage improvements which are consistent with the Sunset Area Street Classification Lane width (one-lane for half-street) 10 feet Parking lane 6feet Curbing 0.5 feet Planting strip 8 feet Sidewalk 5feet Total for r/o/w for half-street 29.5 feet Existing r/o/w width (half-street) 30 feet The Water Utility has received the concurrency from the Transportation Department for the design and construction of the off-site improvements based on the above alternative method (please refer to attached e-mail from Bob Mahn dated 10/21/14). We are requesting the following modifications to RMC 4-6-060: 1. Waiver of additional right-of-way dedication because the proposed improvements will fit in the existing 60-ft r/o/w. 2. Waiver of design standards for an arterial street with 91-ft r/o/w width because the proposed improvements are consistent with the City adopted street standards for the Sunset Area and for a 60-ft r/o/w width for NE 12th St. Our request and justification meet the City's criteria for code modification per RMC 4-9-250D as follows: 1 . The proposed street improvements meet the City's proposed roadway standards for the Sunset Area and conform with the intent and purpose of the Comprehensive Plan. 2. The requested modification is consistent with the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element. 3. The proposed improvements will meet the objectives and safety function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment. The City's Transportation Department has supported the request. 4. The requested modification will not be injurious to other properties in the vicinity of the project. 5. The requested modification and proposed improvements conform to the intent and purpose of the code. 6. The request is justified for the use and situation intended. It will allow existing City water facilities to remain in place and be operational for public health, safety and fire protection. 7. The request will not create adverse impacts to other properties. Please let us know if you have any questions or need additional information and thank you for your consideration on this matter. . crt§I5f,iRENTON On the 26th day of January, 2016, I deposited in the mails of the United States, a sealed envelope containing ERC Determination and Notice documents. This information was sent to: Agencies See Attached JD Wilson, Public Works Contact/ Applicant (Signature of Sender): ~\,\\\\-.\\11· ·>:,>~OWE:~11,111 ) J .:::-~ -;;-,,,,,,,,,~111111, ~ ,,, ." N .$),\Oll /(/j,.,.111,,. Ir, ) ss c Off~ o~""'" ~'~ \ COUNTY OF KING ) . .1= f! ~. • · \ 5 ~ ~.., ~ J ,._ ;; . . \ "u•" "'"/ c, :,: I certify that I know or have satisfactory evidence that Scc\,.-d n{l M "-c"" te . <l'J.',,,, 11 8-'2.~'.,...-~ ff signed this instrument and acknowledged it to be his/her/their free and voluntary act for the us~~~,# mentioned in the instrument. '111 11 \\\\\\"''''' STATE OF WASHINGTON Notary (Print): _____ A.,~H .=', ,,'~\.\l-;,,,"\;,,._+_]~i:~,""'ku'--'·e"'r-'"-~------------ My appointment expires: , ,_ 0 .;.-.; ;;;_ Cj I JD l t Highlands Reservoir & Emergency Generator LUAlS-000864, ECF, CU-H, SA-H, MOD template -affidavit of service by mailing Dept. of Ecology " Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region* Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers * Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Boyd Powers * * • Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. Attn: SEPA Section 35030 SE Douglas St. #210 Snoqualmie, WA 98065 Metro Transit Senior Environmental Planner Gary Kriedt 201 South Jackson Street KSC-TR-0431 Seattle, WA 98104-3856 Seattle Public Utilities Timothy C. Croll, Attn: SEPA Responsible Official 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 AGENCY {DOE) LETTER MAILING (ERC DETERMINATIONS) De pt. of Eco logy * * Attn: Misty Blair PO Box47703 Olympia, WA 98504-7703 Duwamish Tribal Office* 4717 W Marginal Way SW Seattle, WA 98106-1514 KC Wastewater Treatment Division * Environmental Planning Supervisor Ms. Shirley Marroquin 201 s. Jackson ST, MS KSC-NR-050 Seattle, WA 98104-3855 WDFW ~ Larry Fisher* 1775 12th Ave. NW Suite 201 Issaquah, WA 98027 City of Newcastle Attn: Tim McHarg Director of Community Development 12835 Newcastle Way, Ste 200 Newcastle, WA 98056 Puget Sound Energy Wendy Weiker, Community Svcs. Mgr. 355 110" Ave NE Muckleshoot Indian Tribe Fisheries Dept.** Attn: Karen Walter or SEPA Reviewer 39015 -172nd Avenue SE Auburn, WA 98092 Muckleshoot Cultural Resources Program** Attn: Laura Murphy 39015 172°' Avenue SE Auburn, WA 98092-9763 Muckleshoot Cultural Resources Program ** Attn: Erin Slaten 39015 172"' Avenue SE Auburn, WA 98092-9763 Office of Archaeology & Historic Preservation* Attn: Gretchen Kaehler PO Box 48343 Olympia, WA 98504-8343 City of Kent Attn: Charlene Anderson, AICP, ECD 220 Fourth Avenue South Kent, WA 98032-5895 City of Tukwila Jack Pace, Responsible Official 6200 Southcenter Blvd. Mailstop EST llW Tukwila, WA 98188 Bellevue, WA 98004 Puget Sound Energy Doug Corbin, Municipal Liaison Mgr. 6905 South 228" St Kent, WA 98032 *Note: lfthe Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov ** Karen Walter, laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot.nsn.us / Laura.murphy@muckleshoot.nsn.us / erin.slaten@muckleshoot.nsn.us ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template -affidavit of service by mailing OF ENVIRONMENTAL DETERMINATION ISSUANCE Of A DETERMINATION DF NONSIGNIFICANCE-MITlGATED (ONS-MI POSTEDTONOnFVINTERESTEOPERSONSOFANENVIRONMENTALACTION P!!OlECTNAMi: HIGlft.J\NDSRESERVOIR&lMERGENC'l'GENUIATOR PROlECTNUMBEll: lUAlS.ooas&4.iCf,CU-H,SA·H, ... DO LDC4TIDN: 341GNEll"'STANDNEll-.,STfllGffi'--Of.WAYFROMOlVMP!AAV£NETD EOMDNDSAVENE 81:ll THE CITY OF RENTON ENV1RONMENTAL REVIEW COMMITTEE IERC) 111\5 DETERMINEC TH/ff TrlE PROPOSED ACTIONHASPR0BABLE51GNIFICANTIMPACTSTI-JATCMIBEMITIGA1Ullr1ROUGHMITIGATIONMEA5URES. Appaalsofth<le1111lrt111mantaldfflnnln,rtlonmudb•i•ledlnwrltln1onarbef<m1S:0011,m.onFebruaryl2, 2016,tofet!ler\lllththerequlredfeeWJt!l:Hearinteio•mlns,CltyafRonton,1QS5SauthGr;utyW1y, Renton, WA 96(1S7. Appeals ,o ,he E•amlner an, 1l>WrTll!<I by City at RMC -4-B-110 and lnh,rrutl1111 reprdln&the a11p1al l)l'Ocess m•v be obtaJMd tram th• R•ntan Qty Cork', otn"', 1425) 4311-6510. A PUBLIC HEA~NG 'Wlll BE KHO BY TME RENTON HEARING EXAMINER AT HIS FIEGULAR MEETING IN THE COUNCIL CHAMBERS ON ll,I: 7Tli FLOOR OF CITY HALL, 1055 50UTH GRAOY WAY, RENTON, WAS~INGTON, ON MIi.ROi 8, 2016 AT ll:OOAM TO CONSIOEH THE SITE PLAN REVIEW, CONDITIONAL USE PERMIT ANO MOOIFICATION. If THE ENVIRONMENTAL DETERMINATION IS AP>'EAl.fD, THE APPEAL WIU 8£ HEARD AS P!\RTOFTHISPUBLICHEAIIING. I PLEASE INCLUDE THE PROJECT NUM8ER WHEN CAW NG FOR PROPER FIU IDENTIFICATION. j CERTIFICATION I, k:n 5 So...evis~ , hereby certify that __3_ copies of the above document were posted in _j_ conspicuous places or nearby the described property on Date: / / 2-G /! 6 Signed: ~S >'~ STATE OF WASHINGTON 55 COUNTY OF KING I certify that I know or have satisfactory evidence that \{ r ,,. Sc.-e,,srn signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses ans purposes mentioned in the instrument. ~~~·~----------Denis Law ___,, c· f ---=May:.or ---~-i1Kffi\!®JQl January 26, 2016 J.D. Wilson, Public Works City of Renton 1055 S Grady Way Renton, WA 9057 Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: ENVIRONMENTAL (SEPAi THRESHOLD DETERMINATION Highlands Reservoir & Emergency Generator, LUAlS-000864, ECF, CU-H, SA-H,MOD Dear Mr. Wilson: This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed ERC Report, for a list of the Mitigation Measures. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on February 12, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. If the Environmental Determination is appealed, a public hearing date will be set and all parties notified. Also, a public hearing has been scheduled by the Hearing Examiner in the Council Chambers on the seventh floor of City Hall on March 8, 2016 at 11:00 AM to consider the Site Plan Review. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff recommendation will be mailed to you prior to the hearing. If the Environmental Determination is appealed, the appeal will be heard as part ofthis public hearing. If you have any further questions, please call me at (425) 430-6593. Renton City Hall , 1055 South Grady Way • Renton, Washington 98057 , rentonwa.gov J.D. Wilson, Public Works. Page 2 of 2 January 26, 2016 For the Environmental Review Committee, Kris Sorensen Associate Planner Enclosure ERC Determination Ltr DNSM_Highlands Reservoir_15-0D0864 Denis Law C · f ---=Mayo~r ---~-1 _glriLJJJ January 26, 2016 Community & Economic Development Department C.E."Chip"Vincent, Administrator Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: ENVIRONMENTAL (SEPAi THRESHOLD DETERMINATION Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on January 25, 2016: SEPA DETERMINATION: PROJECT NAME: PROJECT NUMBER: Determination of Non-Significance Mitigated (DNSM) Highlands Reservoir & Emergency Generator LUAlS-000864, ECF, CU-H, SA-H, MOD Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on February 12, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. Please refer to the enclosed Notice of Environmental Determination for complete details. If you have questions, please call me at (425) 430-6593. For the Environmental Review Committee, Kris Sorensen Assistant Planner Enclosure cc: King County Wastewater Treatment Division Boyd Powers, Department of Natural Resources Karen Walter, Fisheries, Muckleshoot Indian Tribe Melissa Calvert, Muckleshoot Cultural Resources Program Gretchen Kaehler, Office of Archaeology & Historic Preservation Ramin Pazooki, WSDOT, NW Region Larry Fisher, WDFW Duwamish Tribal Office US Army Corp. of Engineers Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE PROJECT NUMBER: APPLICANT: PROJECT NAME: -MITIGATED (DNS-M) LUAlS-000864, ECF, CU-H, SA-H, MOD City of Renton, Public Works Highlands Reservoir & Emergency Generator PROJECT DESCRIPTION: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Site Plan and Conditional Use Permit Reviews, and a Modification to street improvements for development at the Highlands Reservoir site and associated improvements within the NE 12th St corridor. The 204,555 square foot property at 3410 NE 12th St is located in the Residential 10 (R-10) zone. The project is part of the City's public drinking water utility. The proposed on-site improvements are the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, new access road, and relocation of existing telecommunication equipment. Off-site improvements within the NE 12th St right-of-way include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. Access to the site is through two driveways from NE 12th St. The project is located within the Wellhead Protection Area zone. The project would excavate 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed. New landscaping and screening is proposed. The applicant requests a street modification from the RMC 4-6-060 standards along 3410 NE 12th St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical, and drainage reports. The total project value is estimated at $13,981,000. PROJECT LOCATION: LEAD AGENCY: 3410 NE 12th St and NE 12th St Right-of-Way from Olympia Ave NE to Edmonds Ave NE City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-9-070D Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on February 12, 2016. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. DEPARTMENT OF COMMUr,11TY AND ECONOMIC DEVELOPMENT PUBLICATION DATE: DATE OF DECISION: SIGNATURES: Community Services Department ll~L~~mev- January 29, 2016 JANUARY 25, 2016 J/2</Jl •r I Date Date C.E. "Chip" Vincent, Administrator Department of Community & Economic Development ,4,/;0 I 7 Date \[z.,/u .. I ' Date DEPARTMENT OF COl\rmllUNITY AND ECONOMIC DEVELOPMENT -----~Renton® DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNSM) MITIGATION MEASURES AND ADVISORY NOTES PROJECT NUMBER: APPLICANT: PROJECT NAME: PROJECT DESCRIPTION: LUA15-000864, ECF, CU-H, SA-H, MOD J.D. Wilson, Public Works, City of Renton, 1055 S Grady Way, Renton WA 98057 LUA15-000864, ECF, CU-H, SA-H, MOD The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Site Plan and Conditional Use Permit Reviews, and a Modification to street improvements for development at the Highlands Reservoir site and associated improvements within the NE 12th St corridor. The 204,555 square foot property at 3410 NE 12th St is located in the Residential 10 (R-10) zone. The project is part of the City's public drinking water utility. The proposed on-site improvements are the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, new access road, and relocation of existing telecommunication equipment. Off- site improvements within the NE 12th St right-of-way include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. Access to the site is through two driveways from NE 12th St. The project is located within the Wellhead Protection Area zone. The project would excavate 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed. New landscaping and screening is proposed. The applicant requests a street modification from the RMC 4-6-060 standards along 3410 NE 12th St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical, and drainage reports. The total project value is estimated at $13,981,000. PROJECT LOCATION: LEAD AGENCY: MITIGATION MEASURES: 3410 NE 12th St and NE 12th St Right-of-Way from Olympia Ave NE to Edmonds Ave NE The City of Renton Department of Community & Economic Development Planning Division 1. The applicant shall comply with the recommendations included in Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc, dated December 19, 2014 and Geotechnical Report, prepared by ZZA-Terracon, dated January 19, 2009 (Exhibit 8). ADIVISORY NOTES: The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Engineering Review Comments Contact: Vicki Grover I 425-430-7291 I vgrover@rentonwa.gov WATER 1. The proposed development is within City of Renton Water District. SANITARY SEWER 1. Sewer service is provided by the City of Renton. The future phase will require a cut and cap of the existing side sewer connection for the chlorination building and vault. SURFACE WATER 2. A drainage report complying with the 2009 King County Surface Water Design Manual and City of Renton Amendments to the KCSWDM, was submitted from RH2 Engineering, Inc. dated November 2015. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Site Conditions (north and east sides of the site; Honey Creek Basin) and the Peak Rate Flow Control Standard, existing site conditions (south and west sides of the site; Johns Creek Basin). A Full Drainage Review was included in the report and is for construction of the Phase 1 reservoir and planning for the stormwater system expansion in Phase 2. A flow control BMP is required; the TIR proposes permeable subgrade with traditional asphalt over the top and call it "Permeable Asphalt". The geotech report says the soil is not suitable for infiltration so a different BMP needs to be proposed. The project will need to submit an adjustment for approval of the pump system. The final drainage plan and drainage report must be submitted with the utility construction permit application. 3. A geotechnical report from 2009 authored by ZZA Terracon was submitted with a December 2014 Technical Memorandum to the 2009 geotech report. RH2 reviewed ZZA T erracon's findings and recommendations as well as provided a summary regarding infiltration potential for on site stormwater management. RH2 classified the soil conditions on site to have a low infiltration capacity and therefore is not suitable for on site infiltration of stormwater. The earthwork portion of the project is recommended to be accomplished during extended dry periods of weather; if earthwork is done during the west season extra precautionary measures will need to be taken to protect subgrade materials. All geotechnical recommendations shall be incorporated into the design plans. 4. A study shall be required and included in the TIR to verify downstream capacity for the overflow from the reservoirs and prove the flows will have no environmental impacts. 5. Surface water system development fee (SDC) will be applicable. The current rate of SDC fee $0.594 per square foot of new impervious surface area, but not less than $1,350.00. 6. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SW PPP) is required for this site. TRANSPORTATION/STREET 1. Transportation impact fees will apply to this project. The actual rate will be assessed at a later date. This fee will be based on the amount of building area and its use per the ITE Manual. Payment of the transportation impact fee is due at the time of issuance of the building permit. 2. Road Classification -Minor Arterial/North 12th Street Existing right of way width -approximately 60 ft. on North 12th Street with 2 travel lanes. Required ROW width Based on RMC 4 6 060, North 12th St. requires 91 ft. ROW dedication needed -Approximately 15.50 feet on the north side of North 12th Street. 11 ft. travel lanes, a 5 ft. bike lane, 0.5 ft. curb and gutter, 8 ft. sidewalk and 8 ft. planter strips will be required. The applicant has submitted a modification for Right Of Way Dedication and street frontage improvements, which is currently under review and staff is recommended approval. 3. Metro Bus requirements for the existing bus stop located in front of the site will require: Metro Bus Stop #45130 Metro requests the inclusion of an ADA front door landing pad, read door lighting pads and a new shelter footing to ensure adequate transit access and safety. 4. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. General Comments 1. All construction or service utility permits for drainage and street improvements will require separate plan ERC Mitigation Measures and Advisory Notes Page 2 of 3 submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit four (4) copies of the drawings, two (2) copies of the drainage report, permit application, an itemized cost of construction estimate, and application fee at the counter on the sixth floor. Fire Review-Building Comments Contact: Corey Thomas I 425-430-7024 I cthomas@rentonwa.gov Recommendations: Code Related Comments: 1. Separate plans and permits for the relocation/replacement of the emergency electrical generator if it has an associated fuel storage tank. Community Services Review Comments Contact: Leslie Betlach I 425-430-66191 LBetlach@rentonwa.gov Recommendations: 1. Street trees -overhead electric wires exist, therefore use only small maturing street trees space at 30 ft on center (plan shows 20 feet on center spacing). No tree closer than 30 feet from streetlight pole. Use only Amelanchier laevis "Spring Flurry" -Serviceberry-2 inch caliper 2. Planting strip along street -shall be maintained by the Water Utility except street trees maintained by City. 3. Amelanchier laevis "Spring Flurry" -Serviceberry Minimum caliper shall be 2 inches Single trunk with a well developed central leader Specimen grade only Do not use birch as suggested on plan Planning Review Comments Contact: Kris Sorensen I 425-430-6593 I ksorensen@rentonwa.gov Recommendations: Planning: 1. RMC section 4 4 030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is being cleared. 5. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 6. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING -Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 7. The applicant shall provide a fill source statement for fill used for project development at the reservoir site and within the NE 12th St right of way within the Wellhead Protection Area. The fill source statement shall be submitted with the construction permit application. ERC Mitigation Measures and Advisory Notes Page 3 of 3 R~CITYOF ,.--enton€} NOTICE OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: PROJECT NUMBER: LOCATION: HIGHLANDS RESERVOIR & EMERGENCY GENERATOR LUA1S·000864, ECF, CU-H, SA·H, MOD 3410 NE 12'" ST AND NE 12'" ST RIGHT-OF-WAY FROM OLYMPIA AVE NE TO EDMONDS AVE NE DESCRIPTION: THE APPLICANT IS REQUESTING ENVIRONMENTAL (SEPA) REVIEW, HEARING EXAMINER SITE PLAN AND CONDITIONAL USE PERMIT REVIEWS, AND A MODIFICATION TO STREET IMPROVEMENTS FOR DEVELOPMENT AT THE HIGHLANDS RESERVOIR SITE AND ASSOCIATED IMPROVEMENTS WITHIN THE NE 12111 ST CORRIDOR. THE 204,555 SQUARE FOOT PROPERTY AT 3410 NE 12TH ST IS LOCATED IN THE RESIDENTIAL 10 (R-10) ZONE. THE PROJECT IS PART OF THE CITY'S PUBLIC DRINKING WATER UTILITY. THE PROPOSED ON-SITE IMPROVEMENTS ARE THE CONSTRUCTION OF A 6.3 MILLION-GALLON REINFORCED CONCRETE PARTIALLY BURIED WATER STORAGE TANK, REPLACEMENT OF THE EMERGENCY GENERATOR, UTILITIES IMPROVEMENTS, NEW ACCESS ROAD, ANO RELOCATION OF EXISTING TELECOMMUNICATION EQUIPMENT. OFF-SITE IMPROVEMENTS WITHIN THE NE 12TH ST RIGHT-OF-WAY INCLUDE A NEW CONNECTION TO THE WASTEWATER INTERCEPTOR AT NE 12TH ANO NE SUNSET BLVD, REPLACEMENT OF WATER MAIN PIPES THAT CONNECT TO NE 12TH STREET AND EDMONDS AVE NE, AND STREET IMPROVEMENTS ALONG THE RESERVOIR SITE. ACCESS TO THE SITE IS THROUGH TWO DRIVEWAYS FROM NE 12TH ST. THE PROJECT IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA ZONE. THE PROJECT WOULD EXCAVATE 20,000 CUBIC YARDS OF SOILS ANO IMPORT 3,000 CUBIC YARDS. RETENTION OF 17 TREES IS PROPOSED. NEW LANDSCAPING AND SCREENING IS PROPOSED. THE APPLICANT REQUESTS A STREET MODIFICATION FROM THE RMC 4-6-060 STANDARDS ALONG 3410 NE 121H ST. THE APPLICANT PROPOSES 2 FEET OF RIGHT-OF-WAY DEDICATION ALONG THE PROJECT SIDE OF NE 12TH ST AND NEW CURB AND GUTIER, 5-FOOT BIKE LANE, 8- FOOT PLANTING STRIP, AND 5-FOOT SIDEWALK. DOCUMENTS SUBMITIED INCLUDE ENVIRONMENTAL CHECKLIST, TRAFFIC STUDY, ARBORIST, GEOTECHNICAL, AND DRAINAGE REPORTS. THE TOTAL PROJECT VALUE IS ESTIMATED AT $13,981,000. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION HAS PROBABLE SIGNIFICANT IMPACTS THAT CAN BE MITIGATED THROUGH MITIGATION MEASURES. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on February 12, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON MARCH 8, 2016 AT 11:00AM TO CONSIDER THE SITE PLAN REVIEW, CONDITIONAL USE PERMIT AND MODIFICATION. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING, FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. Department of Community and Economic Development NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITIEE AND PUBLIC HEARING RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance Mitigated (DNS-M) for the following project under the authority of the Renton municipal code. Highlands Reservoir and Emergency Generator Replacement LUA15-000864 Location: 3410 NE 12th St. The applicant is requesting Environmental {SEPA) Review, Hearing Examiner Site Plan Review, Hearing Examiner Conditional Use Permit Review, and a Modification to street improvements for development at the Highlands Reservoir facility located at 3410 NE 12th St. Improvements include a new 6.3 million-gallon water storage tank and replacement of the emergency generator and other improvements. Off-site improvements within NE 12th St include a pipe to a wastewater interceptor manhole at NE 12th and NE Sunset Blvd, a replacement water main pipe from the site to the intersection of NE 12th Street and Edmonds Ave NE, and frontage improvements along 3410 NE 12th St. Appeals of the DNS-M must be filed in writing on or before 5:00 p.m. on February 12, 2016. Appeals must be filed in writing together with the required fee with: Hearing Examiner c/o City Clerk, City of Renton, 1055 S Grady Way, Renton, WA 98057. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, 425-430-6510. A Public Hearing will be held by the Hearing Examiner in the Council Chambers, City Hall, on March 08, 2016 at 11:00 am to consider the submitted application. If the DNS-M is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing. Publication Date: January 29, 2016 DEPARTMENT OF COMMLir AND ECONOMIC DEVELOPMENT ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC MEETING DATE: Project Name: Project Number: Project Manager: Owner: Applicant/Contact: Project Location: Project Summary: Exist. Bldg. Area SF: January 25, 2015 Highlands Reservoir & Emergency Generator LUA15-000864, ECF, CU-H, SA-H, MOD Kris Sorensen, Associate Planner City of Renton, 1055 S Grady Way, Renton WA 98057 J.D. Wilson, Public Works, City of Renton, 1055 S Grady Way, Renton WA 98057 3410 NE 12th St and NE 12th St Right-of-Way from Olympia Ave NE to Edmonds Ave NE The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Site Plan and Conditional Use Permit Reviews, and a Modification to street improvements for development at the Highlands Reservoir site and associated improvements within the NE 12th St corridor. The 204,555 square foot property at 3410 NE 12th St is located in the Residential 10 (R-10) zone. The project is part of the City's public drinking water utility. The proposed on-site improvements are the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, new access road, and relocation of existing telecommunication equipment. Off-site improvements within the NE 12th St right-of- way include a new connection to the wastewater interceptor at NE 12th and NE Sunset Blvd, replacement of water main pipes that connect to NE 12th Street and Edmonds Ave NE, and street improvements along the reservoir site. Access to the site is through two driveways from NE 12th St. The project is located within the Wellhead Protection Area zone. The project would excavate 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed. New landscaping and screening is proposed. The applicant requests a street modification from the RMC 4-6-060 standards along 3410 NE 12th St. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical, and drainage reports. The total project value is estimated at $13,981,000. 55,191 SF Proposed New Bldg. Area {footprint): Proposed New Bldg. Area {gross): 45,561 SF 45,561 SF Site Area: 204,555 SF at 3410 NE 12th St & NE 12th St Right-of-Way from Olympia Ave NE to Edmonds Ave NE Total Building Area GSF: 100,752 SF STAFF RECOMMENDATION: Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance -Mitigated (DNS-M). Project Location ERC Report 15-000864 City of Renton Department of Community & HIGHLANDS RESERVOIR & EMERGENCY GE1 Report of January 25, 2015 omic Development TOR PART ONE: PROJECT DESCRIPTION/ BACKGROUND •vironmental Review Committee Report LUAlS-0()0864, EDF, CU-H, SA-H, MOD Page2of5 The subject proposal is part of an overall multi-phased master plan for the site. Future phases beyond the subject proposal require separate land use approvals and consist of demolition of existing reservoirs, construction of a new water storage tank, and replacement of the existing elevated water storage tank. A master plan for the Highlands Reservoir Site has been developed and is documented in the City of Renton Public Works Department's Highlands Reservoir Site Master Plan, dated October 2015 (Exhibit 4, page 3). The Site Master Plan future development, beyond the subject proposal, are demolition of the existing 1.5 million gallon and 2 million gallon water storage tanks after the completion of the replacement of the Mount Olivet water storage tank, replacement of the Highlands Reservoir booster pump station, and replacement of the Highlands elevated water storage tank. The subject proposal would occur in two parts (Exhibit 4, page 4-5). The first part would be generator replacement, telecommunication facilities relocation, fence replacement, and planting of trees on the inside of the fence along NE 12th Street. The second part would be the construction of the new water storage tank and all project elements not part of the first phase including the off-site work within the NE 12th St corridor. Off-site improvements within the NE 12th St right-of-way include a new pipe connection to the wastewater interceptor at the intersection of NE 12th and NE Sunset Blvd, replacement of water main from the reservoir site to the intersection of NE 12th Street and Edmonds Ave NE, and NE 12'h St right-of-way improvements along the south side of the reservoir property. Agency comments were provided by King County Metro on January 12, 2016 requesting that the design of the street frontage include public transit improvements (Exhibit S). The comments state that the design of the street frontage along the reservoir site at 3410 NE 12'h St should include an ADA front door landing pad, rear door alighting pads, and a new shelter footing as a part of this project to ensure adequate transit access and safety. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: Issue a DNS-M with a 14-day Appeal Period. B. Mitigation Measure 1. The applicant shall comply with the recommendations included in Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc, dated December 19, 2014 and Geotechnical Report, prepared by ZZA-Terracon, dated January 19, 2009 (Exhibit 8). ERC Report 15-000864 City of Renton Department of Community & ___ .. omic Development Lnvironmental Review Committee Report LUAlS-000864, EDF, CU-H, SA-H, MOD HIGHLANDS RESERVOIR & EMERGENCY GENERATOR Report of January 25, 2015 C. Exhibits Exhibit 1: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Exhibit 8: Exhibit 9: Exhibit 10: Exhibit 11: Exhibit 12: Exhibit 13: Exhibit 14: Exhibit 15: Environmental Review Committee Report Project Vicinity Map Zoning Map Environmental Checklist, prepared by City of Renton, dated December 2, 2015 Agency Comment, King County Metro, email dated January 12, 2016 Page 3 of 5 Response email to Agency Comment, City of Renton Public Works, dated January 12, 2016 Technical Information Report, prepared by RH2 Engineering Inc, dated November 2015 Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc, dated December 19, 2014 Construction Mitigation Plan Slopes Map, City of Renton Aquifer Protection Zone Map, City of Renton Proposed Drainage Plan, Sheet 15, prepared by RH2 Engineering Inc, dated December 1, 2015 Proposed Grading Plan, Sheet 11, prepared by RH2 Engineering Inc, dated December 1, 2015 Proposed Transmission Main & Off-Site Utilities, Sheet 13, prepared by RH2 Engineering Inc, dated December 1, 2015 Advisory Notes D. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated ta occur in conjunction with the proposed development. Staff reviewers hove identified that the proposal is likely to have the following probable impacts: 1, Earth Impacts: The project proposes excavation and grading at the existing public water utility property at 3410 NE 12'" St for the development of the new partially buried water tank. Earthwork is also proposed below the street surface in the existing NE 12th St right-of-way between Olympia Ave NE and Edmonds Ave NE for installation of water and sewer pipes. The applicant submitted an Environmental Checklist, prepared by City of Renton Public Works Department, dated December 2, 2015 and a Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc, dated December 19, 2014 with the project application (Exhibits 4 and 8). The topography of the water utility property is generally flat with an approximate two percent slope across the site. The topography of the NE 12'" St right-of-way is generally flat between Sunset Blvd NE and Edmonds Ave NE with a gentle slope upward from west to east to the reservoir site from the intersection at Sunset Blvd NE. The steepest slopes on the reservoir site are the man-made engineered berms surrounding the two existing partially buried water reservoirs between 15 and 25 percent (Exhibit 8, page 2). Grading at the 3410 NE 12'h property is anticipated at 3,000 cubic yards of import and 20,000 cubic yards of export to partially bury the new storage tank (Exhibit 4, page 6). The soils at the site are identified as native dense glacial till and all boring tests encountered dense to very dense sand with silt and gravel down to 40 feet below ground surface (Exhibit 8). Groundwater was not encountered in any of the borings. The submitted Geotechnical Report evaluated potential geological hazards at the site and concluded that the risk for liquefaction, erosion, and unstable slopes is very low (Exhibit 8, page 2). ERC Report 15-000864 City of Renton Department of Community & -v_nomic Development HIGHLANDS RESERVOIR & EMERGENCY GENERA TOR Report of January 25, 2015 ... nvironmental Review Committee Report LUAlS-000864, EDF, CU-H, SA-H, MOD Page 4 of 5 The earthwork within the NE 12'h St corridor consists of the street improvements along the 3410 NE 12'h St property and underground installation of new and replacement pipes. A new connection to the city sewer system is proposed. A new 12-inch pipe would connect a wet well at the reservoir facility to a manhole in Sunset Blvd NE and would be approximately 1,350 feet in length (Exhibit 12). The subject proposal also includes replacement of water mains in NE 12th St with approximately 3,150 linear foot length of 24-inch diameter ductile iron water main (Exhibit 12). The submitted Geotechnical Report provides recommendations regarding site preparation, excavations, permanent slopes, foundation considerations, floor slab support, subgrade walls, and hydrostatic uplift. Staff recommends that the applicant comply with the recommendations as outlined in the submitted Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc, dated December 19, 2014 and Geotechnical Report, prepared by ZZA- Terracon, dated January 19, 2009 (Exhibit 8). Mitigation Measure: 1. The applicant shall comply with the recommendations included in Technical Memorandum Review of Existing Geologic, Hydrogeologic, and Geotechnical Information, prepared by RH2 Engineering Inc, dated December 19, 2014 and Geotechnical Report, prepared by ZZA-Terracon, dated January 19, 2009 (Exhibit 8). Nexus: SEPA Environmental Regulations, RMC 4-4-060 Grading, Excavation and Mining Regulations. 2. Water a. Aqu.ifer Protection Area Impacts: The project is located within the City of Renton Wellhead Protection Zone 2 area (Exhibit 11). Approximately 3,000 cubic yards of fill would be brought to the reservoir site and fill is also anticipated with the associated NE 12'h St corridor improvements. The overall purpose of the aquifer protection regulations is to protect aquifers used as potable water supply sources by the City from contamination by hazardous materials. Some uses are restricted that store, handle, treat, use, or produce substances that pose a hazard to groundwater quality. Since fill is proposed for project development, a fill source statement would be required to be submitted to the City to ensure clean fill is used. The fill source statement shall be submitted with the construction permit application. Impacts to the Wellhead Protection Area are not anticipated as a result of the subject project. Mitigation Measures: No further mitigation required. Nexus: Not applicable. b. Storm Water Impacts: A Technical Information Report (TIR), prepared by RH2 Engineering Inc, dated November 2015, was submitted with the project application (Exhibit 7). The submitted TIR addresses construction of the subject new storage tank and includes planning information for future phases of the water utility system expansion. The proposed development would create stormwater runoff from the site development at 3410 NE 12th St for the proposed water storage tank, generator shelter, fuel storage tank and load bank, and access road. The existing impervious surface coverage of the 3410 NE 12'h St property is approximately 33 percent. Following development of the new water tank and associated improvements, the property would have an approximate 69 percent impervious surface coverage (Exhibit 4, page 7). New impervious surfaces would be collected and conveyed to the proposed on-site stormwater detention vaults and then be released (Exhibit 12). Water from within the new 6.3 gallon storage tank would be released as part of maintenance and in emergency situations. The new wastewater/sewer interceptor pipe in NE 12th St would be used for draining water from the new water storage tank (Exhibit 4, page 9). This use of the interceptor is anticipated to ERC Report 15-000864 City of Renton Department of Community & ... w .. omic Development HIGHLANDS RESERVOIR & EMERGENCY GENERATOR Report of January 25, 2015 Lnvironmental Review Committee Report WAlS-000864, EDF, CU-H, SA-H, MOO Page 5 of 5 occur for two situations, when the water storage tank is drained of water for inspection and maintenance of the interior of the new tank and on the rare occasion that water overflows from the new tank. Mitigation Measures: No further mitigation required. Nexus: Not applicable. 3. Transportation Impacts: It is anticipated that temporary impacts to traffic would result from the proposed project during construction within the NE 12'h St right-of-way to place underground pipes. This would result in the closure or partial closure of areas along NE 12'h St, between Edmonds Ave NE at the west and 3410 NE 12'h St at the east. Construction work within the street is anticipated to occur as part of the second phase of the subject proposal. The exact schedule is not known at this time but the second phase of the subject proposal including right-of-way work is scheduled for between May 2017 and December 2018 (Exhibit 9). Work would occur primarily Monday through Friday, with work hours between 7:00 AM and 6:00 PM and weekend work only as approved by the City. A traffic control plan would be required during construction to ensure emergency access to all properties with existing access located on the street is maintained throughout construction. Areas within the right-of- way that are opened to place new and replacement piping including are anticipated to be restored in kind as part of the project. Public transit agency comments were provided by King County Metro on January 12, 2016. Metro requested that the street frontage improvements at the 3410 NE 12th St property include public transit improvements (Exhibit 5). The design of the street frontage is to include an ADA front door landing pad, rear door alighting pads, and a new shelter footing as a part of this project to ensure adequate transit access and safety. The City of Renton provided a response to the King County Metro on January 12, 2016 and stated that the design of the street improvements would occur following SEPA review phase and that King County Metro will be included in the design phase (Exhibit 6). Mitigation Measures: No further mitigation required. Nexus: Not applicable E. Comments of Reviewing Departments The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant" (Exhibit 15). v' Copies of all Review Comments are contained in the Official File and may be attached to this report. The Environmental Determination decision will become final if the decision is not appealed within the 14-day appeal period (RCW 43.21.C.075(3}; WAC 197-11-680). Environmental Determination Appeal Process: Appeals of the environmental determination must be filed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057, on or before 5:00 p.m. on February 12, 2016. RMC 4-8-110 governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall- 7th Floor, (425) 430-6510. ERC Report 15-000864 Highlands Reservoir and Emergency Generator Replacement -=a= Feet 200100 O 200 400 600 800 1.000 1,200 1.400 1 inch= 200 feet ~ ::c 1-f m 1-f -I ('J f, -t St Notes None ,. < " tl C 0 E tl w "' z "' > <( V> " " 0 E " w w z ~ > l'\.·t\ M,Klli(Jfi! M,ddlt' S:J,r,-)/ k-5 " ..i:P NF " " g ~ 2 c3 r, 1.1 '-.., Cl ~~ F. M· l''~0 .,. ? 'vt 0 - XHIBIT 3 Zoning r.-iq R-14 " ... Meihd.~ ::.--::=! Plsyg'l>und .JoUtJ,it="I l"'..ni, t Par', <''.' • ... ' Gn tier High/, nd Legend City and County Boundary Other [:J CltyofRenton Parcels Zoning C'/ RM-f CV .J z • > "' .. "'·-·-~-· ., " l 0 R-10 "' z .. > <( . a E >, i5 • RMH-Res1dem1al Manufactured Homes CN--Commerc1al Ne,ghborhood • CV-Center Village • CA-Commerc1al Artenal • UC-Urban Ce11ter • CD-Center Downtown COR--Commerc1al Office/Residen~al N N 512 256 512 Feet • RC-Resource Conservation R1-Res1dent1al 1 du/ac R4-Res1dent1al4du/ac R6-Res1dent1al -6 DU/AC R8-Res1denbal8du/ac • CO-Commerc1al Office IL-lndustrial-L1ght WGS_ 1984_ Web_Mercator_Auxiliary _ Sphere rHvnfD~i, ~JllUJl(~,:1 Finance & IT Division Information Technology. GIS RentonMapSupport@Rentonwa.gov 1/19/2016 • IM-lndustrial-Medium DEPARTMENT OF COMMUN!' AND ECONOMIC DEVELOPMI EXHIBIT 4 ENVIRONMENl. Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov PURPOSE OF CHECKLIST: :enton® Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS: (l}film This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. INSTRUCTIONS FOR LEAD AGENCIES: Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. H:\File Sys\WTR-Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc Kris Sorensen From: Sent: To: Cc: Subject: EXHIBIT 5 Kriedt, Gary <Gary.Knedt@Kingcou11,y.yuv- Tuesday, January 12, 2016 8:48 AM Kris Sorensen Korthals, David; PlansReview KC Metro Comments on LUA15-00064 Hi Kris -King County Metro Transit reviewed project LUAlS-00064, Highland Reservoir & Emergency Generator Replacement, and we have the following comments. Metro has a bus stop (#45130) in street frontage on the north side of NE 12'h Street. The bus stop has a passenger shelter on a concrete footing and is served by Routes 105 and 240. Since the project proposes a half-street profile consisting of curb, gutter, 8-foot planting strip, and a 5-foot sidewalk, we request the inclusion of an ADA front door landing pad, rear door alighting pads, and a new shelter footing as a part of this project to ensure adequate transit access and safety. Design coordination should be through David Korthals, South District Facilities Planner. David is at 206-477-5776, fax: 206-684-1860, david.korthals@kingcounty.gov. Please send a copy of the most recent plans, including the proposed channelization work, to David Korthals and also to plansreview@kingcounty.gov. Please coordinate with David Korthals regarding all transit related issues. Thank you! Gary Kriedt, Senior Environmental Planner ,\Jetro Transit 201 Kris Sorensen From: Sent: To: Cc: Subject: Attachments: Hi David, See Gary Kriedt's email below. EXHIBIT 6 J. D. Wilson Tuesday, January 12, 2016 10:34 AM 'david.korthals@kingcounty.gov' 'plansreview@kingcounty.gov'; 'gary.kriedt@kingcounty.gov'; Kris Sorensen; Vicki Grover; Abdoul Gafour; Thomas H. Malphrus; Kyle Pettibone -RH2 Engineering (kpettibone@rh2.com); Mark Miller (mmiller@rh2.com) FW: KC Metro Comments on LUAlS-00064 11 -A -Site Plan 34 x 22.pdf; 11 -B -Site X-Sections 34 x 22.pdf We will begin the design phase of this project after the SEPA review has been completed and we have received approval for the conditional use of the site. We will keep you in the loop on the design of the street improvements including the requested 'ADA front door landing pad, rear door alighting pads, and a new shelter footing as a part of this project to ensure adequate transit access and safety' Our consultant for the design of the project is RH2 Engineering and their project manager is Kyle Pettibone. At this point the plans are very preliminary and the details, including channelization have not been designed. Attached are a preliminary site plan and site cross section. J.D. Wilson, PE, WDM-IV Utility/ GIS Engineer Drinking Water Utility Utility Systems Division Public Works Department City of Renton, WA jwilson@rentonwa.gov 425-430-7295 http://www.rentonwa.gov/ From: Kris Sorensen Sent: Tuesday, January 12, 2016 8:53 AM To: Vicki Grover Cc: J. D. Wilson Subject: FW: KC Metro Comments on LUAlS-00064 FYI -Comments from KC Metro below. From: Kriedt, Gary [mailto:Gary.Kriedt@kinqcounty.gov] Sent: Tuesday, January 12, 2016 8:48 AM To: Kris Sorensen Cc: Korthals, David; PlansReview Subject: KC Metro Comments on LUAlS-00064 Hi Kris -King County Metro Transit reviewed project LUAlS-00064, Highland Reservoir & Emergency Generator Replacement, and we have the following comments. Metro has a bus stop (#45130) in street frontage on the north side of NE 12th Street. The bus stop has a passenger shelter on a concrete footing and is served by Routes 105 and 240. Since the project proposes a half-street profile consisting of curb, gutter, 8-foot planting strip, and a 5-foot sidewalk, we request the inclusion of an ADA front door landing pad, rear door alighting pads, and a new shelter footing as a part of this project to ensure adequate transit access and safety. Design coordination should be through David Korthals, South District Facilities Planner. David is at 206-477-5776, fax: 206-684-1860, david.korthals@kingcounty.gov. Please send a copy of the most recent plans, including the proposed channelization work, to David Korthals and also to plansreview@kingcounty.gov. Please coordinate with David Korthals regarding all transit related issues. Thank you! Gal]f Kriedt, Senior Environmental Planner Metro Tnwsf1 EXHIBIT 7 -?t,, ~·~-~ v~ <S,.: <) ~ 0 ~ ('~ 0 ~ ~..ti.~? -~ cit p~ ~IS'tt HIGHLANDS 435 PRESSUk. _JNE RESERVOIRS Prepared for: CITY OF RENTON 10555 Grady Way 5th Floor Renton, WA 98055 REN 113.104.01.104 Prepared by: RH2 ENGINEERING, INC. November 2015 EXHIBIT 8 TECHNICAL Memorandum Client: City of Renton Project: Highlands 435 Pressure Zone Reservoirs and Emergency Generator Project File: REN 113.104.01.109 Project Manager: Kvle Pettibone, P.L. Composed by: Steve Nelson, L.HG., L.E.G. Reviewed by: Kvle Pettibone, P.E. Subject: Review of Existing Geologic, Hydrogcologic, and Geotechnical information Date: December 19, 2014 EXPIRES: 12/31/2014 12/19/14 12/19/14 Background The City of Renton (City) intends to construct a new reservoir on the site of its existing Highlands Reservoirs on the uplands east of central Renton. The existing reservoirs were constructed in 1941 and 1960, respectively. Preliminary designs indicate that the new reservoir would store 6.3 million gallons and with dimensions of approximately 170 feet by 250 feet and 25 feet high. A 2009 geotechnical report was completed by ZZA-Terracon to assess the site conditions and recommend foundation design and construction approaches for a new reservoir founded on the native subgrade material. This memorandum reviews the findings and recommendations of the geotechnical report and provides a summary of infiltration potential for possible on-site stormwater management. City Conditional Use permitting requires sufficient geotechnical assessment of the site to support the design and construction of the project and to evaluate the potential effect of construction and operation on geologic hazards. This memorandum includes RH2 Engineering, lnc.'s (RH2) review of the existing geotechnical report (ZZA-Terracon, 2009), and a review of available geologic mapping and boring logs. l2/19/2fi141 l6PM J\Data\REN1113-10..\09 Permmmg\REN H,gh!me lfackgwund Goo Re~ciew Memo.don ~ ZZA-lrerracon 81085801 January 19, 2009 HDR Enfineering, Inc. 500 1081 Avenue NE Bellevue, Washington 98004 Attention: Mr. Greg Pierson Subject: Geotechnical Report City of Renton-Water Distribution System Storage Planning Study Renton, Washington Dear Mr. Pierson," This rep011 presents the results of our geotechnical investigation for the City of Renton Water Distribution System Storage Study. Our scope of services included review of existing information, site reconnaissance, subsutface exploration, laboratory testing, geotechnical engineering analyses, evaluating potential geotechnical constraints for the project, and preparation of this report. These services were completed in accordance with the Subconsultant Agreement dated October 3, 2008. We understand that the City of Renton is planning to increase the storage capacity ofits water system over the next 4 to 7 years. The City has identified the Highlands Site and Mount Olivet Site as two existing reservoir locations that can accommodate storage expansion for major service areas. We understand that the scope of the cunent study is limited to a planning level effort: The geotechnical conclusions and recommendations presented in this report are therefore preliminary in nature. PROJECT DESCRIPTION The location of the Highlands Site and existing site features are shown on Figure 1, Site and Exploration Plan. The site is cunently occupied by 1.5 and 2.0 MG below ground reservoirs, a 750,000 G elevated water tank, and a pump station. As currently planned, expansion of the Highlands Site would include the following. Phase 1 constrnction of a 210 by 265 foot, 8.0 MG below ground reservoir in the undeveloped northem portion of the site. This reservoir would have an overflow elevation of 445.5 feet and a finished floor elevation of 425 feet. The latter elevation would place the finished floor 1 foot above to 7 feet below the existing ground surface. • New pump station located in the southern portion of the site to the west of the existing facility. 21905 641 • Avenue West Ste 100, Lynnwood, WA 98043 425-771-3304 Fax: 425-771-3549 EXHIBIT 9 Construction Mitigation Description Highlands Reservoir and Emergency Generator Replacement City of Renton Drinking Water Utility Proposed Construction Dates and Times Part 1, Replace Emergency Generator Anticipated construction dates: Start 1 May 2016 and end 31 December 2016 Working hours: see below Part 2, Construct replacement reservoir, on-site and offsite utilities and street frontage improvements Anticipated construction dates: Start 1 May 2017 and end 31 December 2018 Working hours: see below Working hours: Typically the working hours will be between 7:00 a.m. and 6:00 p.m., Monday through Friday. Exceptions to this may occur in order to minimize disruptions to local traffic. In those cases the scheduling will be handled as per the City of Renton standard specifications which are as follows: Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform Work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to Work such times. Permission to Work longer than an 8-hour period between 7:00 a.m. an 6:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to Work. Permission to Work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue Work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or the Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturdays, Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such Work necessitates their presence. Construction Mitigation Measures & Best Practices: All activities will begin with the implementation and installation of Best Management Practices (BMP). These practices include: Proposed Hauling/ Transportation routes Contractors will apply for their own hauling permits related to this project and will follow a city approved route. It is anticipated that the haul route will be from the reservoir site west along NE 12'h to NE Sunset Blvd and then south and west to 1-405. Storm Water Construction will start with the implementation and installation of Best Management Practices (BMP) for Temporary Erosion and Sedimentation Control (TESC). All storm water drain inlets in and around the proposed construction operations and staging areas will be surrounded by oil absorbent padding to mitigate the potential of any hydraulic/fuel leakages emanating from construction machinery entering the watershed. Dust Control Through the entire construction period the Contractor shall take all necessary steps to dust control all working area and unpaved roads. The use of calcium chloride or other chemicals will not be permitted for dust control. The Contractor will accomplish dust control by watering and sprinkling to satisfactorily settle the dust. Contractor shall comply with any requirements imposed by law to prevent fugitive dust emissions. All demolished materials and debris will be stockpiled on site to prevent dust and sedimentation from migrating onto roadways. Contractor vehicles that are transporting materials to and from the site will be required to have tires washed prior to leaving the site. This will prevent dust and sedimentation from entering nearby roadways. Special Hours of Operation None proposed at this time. Preliminary Traffic Control Plan None proposed at this time. Part 1 will not need a traffic control plan. Part 2 will need (a) traffic control plan (s) for the work in the right-of-way. The contractor (s) will be responsible for submitting, getting approval of and implementing traffic control plans. i;;;XHIBIT 10 ;1opes i-·-· ! ! _ ... ·-·-·-~-' ,.' -·-·-·-i i i i i i i i HD i i i i ~:.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.-:.·.:·.:·.:·.:·.:·.:·.:· .. :·.:·.:·.: I -I -• _; Notes None 512 0 256 WGS_ 1984_Web_Mercator_Aux1hary_Sphere 512Feet City of R:enton ~; Finance & IT Division ''.100 Legend City and County Boundary Other [:.! acy of Renton Parcels Slope City of Renton >15%&<=25% M >25% & <=40% (Sensitive) • >40% & <=90% (Protected) • >90% (Protected) Information Technology -GIS RentonMapSupport@Rentonwa.gov 1/1912016 City of Renton Wellhead Protecuon Zone 2 EXHIBIT 11 ·< I 0,0 ;..,_,_,_, ., :•n-•-•~ I I i i i i i i C•<>&; i i i j ~.:.-:.:·.:·.-.·.-:.-:.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:·.:::·.:·.:·.:·.:·.:·.-:.._, ___ ; L_ Notes None 512 0 -256 512 Feel WGS _ 1984_ Web_Mercator_ Auxiliary_Sphere c~etrfon· Finance & IT Division Legend City and County Boundary Cilyof Renlon Parcels Wellhead Protection Area Zones LJ Zone1 g Zone1Mod1f1ed • Zone2 Information Technology. GIS RentonMapSupport@Rentonwa gov 1/19/2016 THIS MAP IS NOT TO BE USED FOR NAVIGATION EXHIBIT 12 [-- CITY OF RENTON HIG'Hl.A.Nl)S 43:S ZONE R£.f;£RVOIR A 1\'D EN IN£ £NERAT R PROPOSED DRAINAGE PLAN EXHIBIT 13 . ' !' PROPOSED GRADING PLAN EXHIBIT 14 ADVISORY NOTES TO APPL LUA 15-000864 Application Date: December 14, 2015 Name: Highlands Reservoir and Emergency Generator Replacement EXHIBIT 15 :,neAddress: 3410 NE 12th St Renton, WA 98056-3428 PLAN -Planning Review -Land Use Version 1 I January 21, 2016 Engineering Review Comments Contact: Vicki Grover I 425-430-7291 I vgrover@rentonwa.gov Recommendations: M E M O R A N D U M DATE: January 21, 2016 TO: Kris Sorenson, Planner FROM: Vicki Grover, Plan Review SUBJECT: Utility & Transportation Comments for COR Highlands 435 Zone Reservoir 3410-NE 12th Street LUA 15 000864 I have completed a review for the above referenced proposal located at parcel 0423059186. WATER 1. The proposed development is within City of Renton Water District. SANITARY SEWER 1. Sewer service is provided by the City of Renton. The future phase will require a cut and cap of the existing side sewer connection for the chlorination building and vault. SURFACE WATER 2. A drainage report complying with the 2009 King County Surface Water Design Manual and City of Renton Amendments to the KCSWDM, was submitted from RH2 Engineering, Inc. dated November 2015. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Site Conditions (north and east sides of the site; Honey Creek Basin) and the Peak Rate Flow Control Standard, existing site conditions (south and west sides of the site; Johns Creek Basin). A Full Drainage Review was included in the report and is for construction of the Phase 1 reservoir and planning for the stormwater system expansion in Phase 2. A flow control BMP is required; the TIA proposes permeable subgrade with traditional asphalt over the top and call it "Permeable Asphalt". The geotech report says the soil is not suitable for infiltration so a different BMP needs to be proposed. The project will need to submit an adjustment for approval of the pump system. The final drainage plan and drainage report must be submitted with the utility construction permit application. 3. A geotechnical report from 2009 authored by ZZA Terracon was submitted with a December 2014 Technical Memorandum to the 2009 geotech report. RH2 reviewed ZZA Terracon 's findings and recommendations as well as provided a summary regarding infiltration potential for on site stormwater management. RH2 classified the soil conditions on site to have a low infiltration capacity and therefore is not suitable for on site infiltration of stormwater. The earthwork portion of the project is recommended to be accomplished during extended dry periods of weather; if earthwork is done during the west season extra precautionary measures will need to be taken to protect subgrade materials. All geotechnical recommendations shall be incorporated into the design plans. 4. A study shall be required and included in the TIA to verify downstream capacity for the overflow from the reservoirs and prove the flows will have no environmental impacts. 5. Surface water system development fee (SOC) will be applicable. The current rate of SOC fee $0.594 per square foot of new impervious surface area, but not less than $1,350.00. 6. A Construction Stormwater General Permit from Department of Ecology will be required if grading and clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SW PPP) is required for this site. TRANSPORTATION /STREET 1. Transportation impact fees will apply to this project. The actual rate will be assessed at a later date. This fee will be based on the Ran: January 25, 2016 Page 1 of 3 ADVISORY NOTES TO APPL 1NT LUA 15-000864 PLAN -Planning Review -Land Use Version 1 I January 21, 2016 Engineering Review Comments Contact: Vicki Grover I 425-430-7291 I vgrover@rentonwa.gov amount of building area and its use per the ITE Manual. Payment of the transportation impact fee is due at the time of issuance of the building permit. 2. Road Classification -Minor Arterial/North 12th Street Existing right of way width -approximately 60 ft. on North 12th Street with 2 travel lanes. Required ROW width Based on RMC 4 6 060, North 12th St. requires 91 ft. ROW dedication needed -Approximately 15.50 feet on the north side of North 12th Street. 11 ft. travel lanes, a 5 ft. bike lane, 0.5 ft. curb and gutter, 8 ft. sidewalk and 8 ft. planter strips will be required. The applicant has submitted a modification for Right Of Way Dedication and street frontage improvements, which is currently under review and staff is recommended approval. 3. Metro Bus requirements for the existing bus stop located in front of the site will require: Metro Bus Stop #45130 Metro requests the inclusion of an ADA front door landing pad, read door lighting pads and a new shelter footing to ensure adequate transit access and safety. 4. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. General Comments 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit four (4) copies of the drawings, two (2) copies of the drainage report, permit application, an itemized cost of construction estimate, and application fee at the counter on the sixth floor. Fire Review • Building Comments Contact Corey Thomas: I 425-430-7024 I cthomas@rentonwa.gov,• Recommendations: Code Related Comments: 1. Separate plans and permits for the relocation/replacement of the emergency electrical generator if it has an associated fuel storage tank. Community Services Review Comments Contact: Leslie Betlach I 425-430-6619, I LBettach@rentonwa.gov Recommendations: 1. Street trees -overhead electric wires exist, therefore use only small maturing street trees space at 30 ft on center (plan shows 20 feet on center spacing). No tree closer than 30 feet from streetlight pole. Use only Amelanchier laevis "Spring Flurry'' -Serviceberry -2 inch caliper 2. Planting strip along street-shall be maintained by the Water Utility except street trees maintained by City. 3. Amelanchier laevis "Spring Flurry" -Serviceberry Minimum caliper shall be 2 inches Single trunk with a well developed central leader Specimen grade only Do not use birch as suqqested on plan Planning Review Comments Recommendations: Planning: Contact: Kris Sorensen I 425-430-6593 I ksorensen@rentonwa.gov 1. RMC section 4 4 030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surtace Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. Ran: January 25, 2016 Page 2 of3 ADVISORY NOTES TO APPL NT LUA 15-000864 PLAN -Planning Review -Land Use Version 1 I January 21, 2016 Planning Review Comments Contact: Kris Sorensen I 425-430-6593 I ksorensen@rentonwa.gov 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is being cleared. 5. The applicant may not fill. excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 6. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING -Protected Trees" or on each side of the fencing if Jess than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 7. The applicant shall provide a fill source statement for fill used for project development at the reservoir site and within the NE 12th St right of wav within the Wellhead Protection Area. The fill source statement shall be submitted with the construction oermit aoolication. Ran: January 25, 2016 Page 3 of 3 Sabrina Mirante From: Sent: To: Subject: Kris Sorensen Tuesday, January 12, 2016 8:59 AM Sabrina Mirante FW: KC Metro Comments on LUAlS-00064 Hi Sabrina you. Kris Please print this email, public agency comment, and add to file LUAlS-000864, Highlands Reservoir. Thank From: Kriedt, Gary [mailto:Gary.Kriedt@kingcounty.gov] Sent: Tuesday, January 12, 2016 8:48 AM To: Kris Sorensen Cc: Korthals, David; PlansReview Subject: KC Metro Comments on LUAlS-00064 Hi Kris -King County Metro Transit reviewed project LUAlS-00064, Highland Reservoir & Emergency Generator Replacement, and we have the following comments. Metro has a bus stop (1145130) in street frontage on the north side of NE 12th Street. The bus stop has a passenger shelter on a concrete footing and is served by Routes 105 and 240. Since the project proposes a half-street profile consisting of curb, gutter, 8-foot planting strip, and a 5-foot sidewalk, we request the inclusion of an ADA front door landing pad, rear door alighting pads, and a new shelter footing as a part of this project to ensure adequate transit access and safety. Design coordination should be through David Korthals, South District Facilities Planner. David is at 206-477-5776, fax: 206-684-1860, david.korthals@kingcounty.gov. Please send a copy of the most recent plans, including the proposed channelization work, to David Korthals and also to plansreview@kingcounty.gov. Please coordinate with David Korthals regarding all transit related issues. Thank you! Gary Kriedt. Senior Environmental Planner Mfdm Transit 201 South J.rckson WA Leslie Betlach Plan Review Routing Slip ""'""·· II ~..,_ "") I • " " Plan Number: LUAlS-000864 Name: Highlands Reservoir and Emergency<i!J,l));rator Re1i111t~ J ~vii;'. ~"!.) Site Address: 3410 NE 12TH ST i\t1ry" "of"i' '·rv Description: The applicant, the City of Renton, is requesting Environmental (SEPA) Review, Hearing Examiner Sitl'~Review, Hearing Examiner Conditional Use Permit Review, and a Modification to street improvements for development at the Highlands Reservoir facility located at 3410 NE 12th St. The 204,555 square foot property is located in the Residential 10 (R-10) zone. The site would continue to be used as part of the City's public drinking water utility and for public and private telecommunications. The proposed on-site improvements are the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, and relocation of existing telecommunication equipment . Other associated on-site improvements include tree removal, new landscaping and trees, and a new vehicular access road to the new tank. Off-site improvements within the NE 12th St right-of-way include a connection to a wastewater interceptor manhole at NE 12th and NE Sunset Blvd, installation of 3,150 linear feet of new 24-inch diameter ductile iron water main from the site to the intersection of NE 12th Street and Edmonds Ave NE, and frontage improvements. The proposed on-site and off-site improvements would occur in two parts. The first part would be generator replacement, telecommunication facilities relocation, fence replacement, and planting of trees on the inside of the fence along NE 12th Street. The second part would be the construction of the new water storage tank and all project elements not part of the first phase. The subject project is part of an overall multi-phased plan for the site. Future phases beyond the subject proposal require separate land use approvals and consist of demolition of existing reservoirs, construction of a new water storage tank, and replacement of the existing elevated water storage tank . Existing access to the site is through two driveways from NE 12th St. The site is located within the Wellhead Protection Area zone. Man-made slopes surround the existing storage tanks. The project would excavate and export 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed and new landscaping and trees are proposed around the site for screening and in planter strips in jhe right-of-way. Improvements for NE 12th St are for a wider 91-foot right-of-way, 4 lanes of traffic, and 8-foot sidewalks. The applicant requests a street modification from the RMC 4-6-060 standards to reduce the width of the street, reduce right-of-way dedication, and provide a different street design. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, S-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical, and drainage reports. The total project value is estimated at $13,981,000. Review Type: Community Services Review-Version 1 Date Assigned: 12/28/2015 Date Due: 01/11/2016 Project Manager: Kris Sorensen Environmental Impact Earth Animals Air Envi ronmenta I Hea Ith Water Energy/Natural Resources Plants Housing Land/Shoreline Use Aesthetics Where to enter your comments: Manage My Reviews Which types of comments should be entered: Light/Gia re Historic/Cultural Preservation Recreation Airport Environmental Utilities 10,000 Feet Transportation 14,000 Feet Public Service Recommendation -Comments that impact the project including any of the Enivornmental Impacts above. Correction -Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed -I have reviewed the project and have no comments. Reviewed with Comments -I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit -I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added corrections in Corrections. ,. Leslie Betlach Plan Review Routing Slip / S}u.R -1~7 -ovw~ dt.-cfl-,<._, w\ra_s, wy..)sf -fhrrLCr.e UV'();\.~ 5-iv10{/-tf/lafr.;,J'J:) sw.1--/Yu" s-pa. cJ-oJ-~o (,_ J 01 -we&__,, ( ~/a"" slv;i w ( c20 ~Jd OCBcM.:. \ i4o ~ LlD<..lf{0Q/\ 3o+:ed2-~ s'kd hhro~- 1 UsL o/\\ A(Y'\~14/\c+,e.r [tte..s.J,s -SJ>,.-,.,1 t-t._,"'1 5.__,r-,_1;U-~,..,."1 t,1ci:r;~ 2. Ptc,.A,t~s.-Vc? 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Anyon,iwhosul>mlt>wrillonc"""""""'wilautGmatlcallybecome•p•rtyoF ,ecorda<>dwollbonotl!leclcfan~dod<lononthbprojKt. CONTACT PERSON: Kris Sorensen, Associate Planner; Tel: (425) 430-6593; Eml ksorensen@rentonwaggy CERTIFICATION I, Ile l '5 SD~ . hereby certifythatLcopies of the above document were posted in _ii_ conspicuous places or nearby the described property on Date: Ii-/-z_B/1s Signed: &s~ STATE OF WASHINGTON ss COUNTY OF KING I certify that I know or have satisfactory evidence that t<r.-s SowoG<Q signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. • ..CITY'OFRENTON DEPARTMENT OF COMMUNITY & ic:ONOMIC DEVELOPMENT~ PLANNING DIVISION . .~FFIDAVITOF SERVICE BY MAILING . On the 28th day of December, 2015, I deposited in the mails of the United States, a sealed envelope containing Notice of Application and Acceptance documents. This information was sent to: Agencies See Attached JD Wilson, City of Renton Contact 300' Surrounding Property Owners See Attached (Signature of Sender): ---------l--'>l...'="--"=J..+.--L.L---'--~------~"11111 .::-''' ~OW€; 11111 2;:} ,.,, .... ,"'"llli11'i"u' ,,,,. STATE OF WASHINGTON COUNTY OF KING ) ) ss ) .:_-0" .,.,~M EJr,._;;:,,, ~ -.:C [$., o~"f!i-t.'\ ~ g~ ~ • .. ! z ~ f<.> -~ i O :: '1 "°oe'-' 4'\f1,;,. E I certify that I know or have satisfactory evidence that Sabrina Mirante <J>j:1,,,,, a.29-~I ~.: signed this instrument and acknowledged it to be his/her/their free and voluntary act f~'!!·~~#poses mentioned in the instrument. -OF w,,,,,,' ·11,\'\ N~ Notary (Print): ___ ~lli~,11"1, j---1f--,i;;i.i,........u=#;----------- My appointment expires: -,,., r-i. ~w+ c1'\ o'V.' Highland Reservoir & Emergency Generator Replacement LUAlS-000864, ECF, CU-A, SA-H, MOD template • affidavit of service by mailing Dept. of Ecology** Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region • Attn: Ramin Pazooki King Area Dev. Sen,., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers * Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Boyd Powers*** Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Serv. Attn: SEPA Section 35030 SE Douglas St. #210 Snoqualmie, WA 98065 Metro Transit Senior Environmental Planner Gary Kriedt 201 South Jackson Street KSC-TR-0431 Seattle, WA 98104-3856 Seattle Public Utilities Timothy C. Croll, Attn: SEPA Responsible Official 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) De pt. of Eco logy • • Attn: Misty Blair PO Box 47703 Olympia, WA 98504-7703 Duwamish Tribal Office• 4717 W Marginal Way SW Seattle, WA 98106-1514 KC Wastewater Treatment Division • Environmental Planning Supervisor Ms. Shirley Marroquin 2015. Jackson ST, MS KSC-NR-050 Seattle, WA 98104-3855 WDFW -Larry Fisher• 1775 12th Ave. NW Suite 201 Issaquah, WA 98027 City of Newcastle Attn: Tim McHarg Director of Community Development 12835 Newcastle Way, Ste 200 Newcastle, WA 98056 Puget Sound Energy Wendy Weiker, Community Svcs. Mgr. 355 110" Ave NE Mailstop EST llW Bellevue, WA 98004 Puget Sound Energy Doug Corbin, Municipal Liaison Mgr. 6905 South 228" St Kent, WA 98032 Muckleshoot Indian Tribe Fisheries Dept. ** Attn: Karen Walter or SEPA Reviewer 39015 -172"' Avenue SE Auburn, WA 98092 Muckleshoot Cultural Resources Program•• Attn: Laura Murphy 39015 172nd Avenue SE Auburn, WA 98092-9763 Muckleshoot Cultural Resources Program•• Attn: Erin Slaten 39015 172"' Avenue SE Auburn, WA 98092-9763 Office of Archaeology & Historic Preservation• Attn: Gretchen Kaehler PO Box 48343 Olympia, WA 98504-8343 City of Kent Attn: Charlene Anderson, AICP, ECO 220 Fourth Avenue South Kent, WA 98032-5895 City of Tukwila Jack Pace, Responsible Official 6200 Southcenter Blvd. Tukwila, WA 98188 *Note: If the Notice of Application states that it is an 110ptional ONS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. ''Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov "Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot.nsn.us / Laura.murphy@muckleshoot.nsn.us L erin.slaten@muckleshoot.nsn.us ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template· affidavit of service by mailing 7227801680 7736100016 3825300000 17 DERBY ROAD LTD ADAMS IRISA Al QING 947 POWELL AVE SW #105 1209 MONROE AVE NE 1160 MONROE AVE NE #D6 RENTON, WA 98057 RENTON, WA 98056 RENTON, WA 98056 911500140 7227801265 3122000000 ALDEN TODD ALLEN ALEXANDERSEN E ALKSNIN INARA 1308 PIERCE PL NE PO BOX441 1175 HARRINGTON PL NE #302 RENTON, WA 98056 MILTON, WA 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Renton, WA 98040 Renton, WA 98040 923059061 923059061 923059061 Current Resident Current Resident Current Resident 1140 Edmonds Ave NE APT 216 1140 Edmonds Ave NE APT 222 1140 Edmonds Ave NE APT 205 Renton, WA 98040 Renton, WA 98040 Renton, WA 98040 923059061 923059061 923059061 Current Resident Current Resident Current Resident 1140 Edmonds Ave NE APT 206 1140 Edmonds Ave NE APT 322 1140 Edmonds Ave NE APT 116 Renton, WA 98040 Renton, WA 98040 Renton, WA 98040 923059061 923059061 923059061 Current Resident Current Resident Current Resident 1140 Edmonds Ave NE APT 104 1140 Edmonds Ave NE APT 212 1140 Edmonds Ave NE APT 224 Renton, WA 98040 Renton, WA 98040 Renton, WA 98040 923059061 923059061 923059061 Current Resident Current Resident Current Resident 1140 Edmonds Ave NE APT 107 1140 Edmonds Ave NE APT 122 1140 Edmonds Ave NE APT 128 Renton, WA 98040 Renton, WA 98040 Renton, WA 98040 923059061 923059061 3122000000 Current Resident Current Resident Current Resident 1140 Edmonds Ave NE APT 223 1140 Edmonds Ave NE APT 115 1175 Harrington Pl NE APT 111 Renton, WA 98040 Renton, WA 98040 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 210 1175 Harrington Pl NE APT 212 1175 Harrington Pl NE APT 314 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 211 1175 Harrington Pl NE APT 312 1175 Harrington Pl NE APT 202 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 306 1175 Harrington Pl NE APT 313 1175 Harrington Pl NE APT 214 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 105 1175 Harrington Pl NE APT 107 1175 Harrington Pl NE APT 201 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 213 1175 Harrington Pl NE APT 310 1175 Harrington Pl NE APT 101 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 204 1175 Harrington Pl NE APT 205 1175 Harrington Pl NE APT 311 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 103 1175 Harrington Pl NE APT 309 1175 Harrington Pl NE APT 208 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 305 1175 Harrington Pl NE APT 303 1175 Harrington Pl NE APT 206 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 113 1175 Harrington Pl NE APT 209 1175 Harrington Pl NE APT 308 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 301 1175 Harrington Pl NE APT 307 1175 Harrington Pl NE APT 302 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3122000000 3122000000 3122000000 Current Resident Current Resident Current Resident 1175 Harrington Pl NE APT 203 1175 Harrington Pl NE APT 109 1175 Harrington Pl NE APT 304 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3825300000 3825300000 3825300000 Current Resident Current Resident Current Resident 1160 Monroe Ave NE APT A2 1160 Monroe Ave NE APT Bl 1160 Monroe Ave NE APT D4 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3825300000 3825300000 3825300000 Current Resident Current Resident Current Resident 1160 Monroe Ave NE APT AS 1160 Monroe Ave NE APT D5 1160 Monroe Ave NE APT D3 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3825300000 3825300000 3825300000 Current Resident Current Resident Current Resident 1160 Monroe Ave NE APT D6 1160 Monroe Ave NE APT A3 1160 Monroe Ave NE APT A4 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3825300000 3825300000 3825300000 Current Resident Current Resident Current Resident 1160 Monroe Ave NE APT C2 1160 Monroe Ave NE APT Dl 1160 Monroe Ave NE APT D2 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3825300000 3825300000 3825300000 Current Resident Current Resident Current Resident 1160 Monroe Ave NE APT 82 1160 Monroe Ave NE APT Cl 1160 Monroe Ave NE APT A6 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3825300000 3825300000 3825300000 Current Resident Current Resident Current Resident 1160 Monroe Ave NE APT B3 1160 Monroe Ave NE APT B4 1160 Monroe Ave NE APT Al Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 208 3233 NE 12th St APT 207 3233 NE 12th St APT 315 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 206 3233 NE 12th St APT 215 3233 NE 12th St APT 102 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 204 3233 NE 12th St APT 110 3233 NE 12th St APT 301 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 302 3233 NE 12th St APT 308 3233 NE 12th St APT 203 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 108 3233 NE 12th St APT 210 3233 NE 12th St APT 103 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 109 3233 NE 12th St APT 314 3233 NE 12th St APT 202 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 205 3233 NE 12th St APT 304 3233 NE 12th St APT 309 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 114 3233 NE 12th St APT 105 3233 NE 12th St APT 211 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 107 3233 NE 12th St APT 214 3233 NE 12th St APT 303 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 8143450000 7801300000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 104 1157 Harrington Ave NE 3233 NE 12th St APT 106 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 7801300000 7801300000 7801300000 Current Resident Current 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8143450000 Current Resident Current Resident Current Resident 3233 NE 12th St APT 112 1175 Harrington Pl NE APT 207 1159 Harrington Ave NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 8143450000 8143450000 3343900325 Current Resident Current Resident Current Resident 1153 Harrington Ave NE 1151 Harrington Ave NE 1301 Edmonds Ave NE UNIT B Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 2854800130 2854800130 2854800130 Current Resident Current Resident Current Resident 1810 15TH AVE STEC 3109 NE 11th Pl APT C 3109 NE 11th Pl APT D SEATTLE,WA 98122 Renton, WA 98056 Renton, WA 98056 2854800130 2854800135 2854800135 Current Resident Current Resident Current Resident 3109 NE 11th Pl APT A 3101 NE 11th Pl APT C 3101 NE 11th Pl APT B Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 2854800135 2854800135 423059042 Current Resident Current Resident Current Resident 3101 NE 11th Pl APT D 3101 NE 11th Pl APT A 1414 Monroe Ave NE APT 201 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 202 1414 Monroe Ave NE APT 211 1414 Monroe Ave NE APT 205 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 304 1414 Monroe Ave NE APT 320 1414 Monroe Ave NE APT 330 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 332 1414 Monroe Ave NE APT 337 1414 Monroe Ave NE APT 208 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 315 1414 Monroe Ave NE APT 336 1414 Monroe Ave NE APT 305 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 311 1414 Monroe Ave NE APT 312 1414 Monroe Ave NE APT 115 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 216 1414 Monroe Ave NE APT 219 1414 Monroe Ave NE APT 310 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 235 1414 Monroe Ave NE APT 107 1414 Monroe Ave NE APT 215 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 306 1414 Monroe Ave NE APT 301 1414 Monroe Ave NE APT 217 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 335 1414 Monroe Ave NE APT 402 1414 Monroe Ave NE APT 122 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 309 1414 Monroe Ave NE APT 314 1414 Monroe Ave NE APT 318 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 112 1414 Monroe Ave NE APT 322 1414 Monroe Ave NE APT 334 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 338 1414 Monroe Ave NE APT 128 1414 Monroe Ave NE APT 308 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 302 1414 Monroe Ave NE APT 328 1414 Monroe Ave NE APT 204 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 209 1414 Monroe Ave NE APT 225 1414 Monroe Ave NE APT 210 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 218 1414 Monroe Ave NE APT 307 1414 Monroe Ave NE APT 316 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 114 1414 Monroe Ave NE APT 230 1414 Monroe Ave NE APT 324 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 111 1414 Monroe Ave NE APT 333 1414 Monroe Ave NE APT 339 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 118 1414 Monroe Ave NE APT 326 1414 Monroe Ave NE APT 102 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 124 1414 Monroe Ave NE APT 131 1414 Monroe Ave NE APT 116 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 222 1414 Monroe Ave NE APT 103 1414 Monroe Ave NE APT 212 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 226 1414 Monroe Ave NE APT 229 1414 Monroe Ave NE APT 236 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 303 1414 Monroe Ave NE APT 329 1414 Monroe Ave NE APT 341 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 203 1414 Monroe Ave NE APT 220 1414 Monroe Ave NE APT 325 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 331 1414 Monroe Ave NE APT 130 1414 Monroe Ave NE APT 317 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 319 1414 Monroe Ave NE APT 117 1414 Monroe Ave NE APT 224 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 234 1414 Monroe Ave NE APT 101 1414 Monroe Ave NE APT 104 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 127 1414 Monroe Ave NE APT 129 1414 Monroe Ave NE APT 340 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 106 1414 Monroe Ave NE APT 120 1414 Monroe Ave NE APT 125 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 214 1414 Monroe Ave NE APT 223 1414 Monroe Ave NE APT 233 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 108 1414 Monroe Ave NE APT 109 1414 Monroe Ave NE APT 110 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 121 1414 Monroe Ave NE APT 313 1414 Monroe Ave NE APT 231 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 401 1414 Monroe Ave NE APT 105 1414 Monroe Ave NE APT 113 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 206 1414 Monroe Ave NE APT 207 1414 Monroe Ave NE APT 228 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 232 1414 Monroe Ave NE APT 321 1414 Monroe Ave NE APT 323 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 327 1414 Monroe Ave NE APT 119 1414 Monroe Ave NE APT 123 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 423059042 423059042 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 126 1414 Monroe Ave NE APT 227 1414 Monroe Ave NE APT 213 Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059042 3343900326 423059303 Current Resident Current Resident Current Resident 1414 Monroe Ave NE APT 221 1301 Edmonds Ave NE UNIT A 1441 Queen Ave NE Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059096 423059096 7227801205 Current Tenant Current Tenant Current Tenant 23125 NE 123RD ST 3155 NE 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SEATTLE,WA 98168 423059182 423059182 423059080 Current Tenant Current Tenant Current Tenant 3218 NE 12th St UNIT A 3218 NE 12th St UNIT B 3186 NE Sunset Blvd Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059080 423059080 423059080 Current Tenant Current Tenant Current Tenant 3188 NE Sunset Blvd 3164 NE Sunset Blvd 3154 NE Sunset Blvd Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059080 423059080 423059080 Current Tenant Current Tenant Current Tenant 3168 NE Sunset Blvd 3172 NE Sunset Blvd 3192 NE Sunset Blvd Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059080 423059080 423059080 Current Tenant Current Tenant Current Tenant 3176 NE Sunset Blvd 3200 NE Sunset Blvd 3196 NE Sunset Blvd Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059080 423059080 423059128 Current Tenant Current Tenant Current Tenant 3152 NE Sunset Blvd 3184 NE Sunset Blvd 3219 NE Sunset Blvd Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 423059127 423059127 423059127 Current Tenant 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98056 911500085 2309200050 2309200120 WILSON L D WONG CONNIE+YIM HUNG WONG YIN HA 1301 PIERCE PLACE NE PO BOX 214 2416 NE 13TH ST RENTON, WA 98055 RENTON, WA 98057 RENTON, WA 98056 3343900325 8062900030 3122000000 WOODS MICHAEL WRIGHT VINCENT A+AMBER J XU RUJIE PO BOX 3426 1160 OLYMPIA AVE NE 2323 167TH AVE NE RENTON, WA 98056 RENTON, WA 98056 BELLEVUE, WA 98008 3122000000 YANG CHIEN-HUI 1175 HARRINGTON PL NE #307 RENTON, WA 98056 2270000130 ZHANG YONG 27126 SE 18TH PL SAMMAMISH, WA 98075 2309200060 YEAGER DANIEL E+RACHAEL R 1204 DAYTON PL NE RENTON, WA 98056 423059155 ZAG LLC 9010 SE 40TH ST MERCER ISLAND, WA 98040 • Denis Law c· f ---=Mayo:...r ---~1~ December 31, 2015 Victor Dron 16211114'h Avenue SE Renton, WA 98055 Community & Economic Development Department C.E."Chip"Vincent, Administrator SUBJECT: Lund Short Plat II, LUAlS-000859, SHPL-A Dear Mr. Dron: Thank you for your comment letter. Your letter has been included in the official file for consideration by the decision maker and you have been added as a party of record for this project. In your comment letter you cited pedestrian safety as a concern. Your comments are timely. As part of the subdivision review process, staff is required to review the proposal for compliance with the adopted street standards and as well make a finding regarding "Safe Walking Routes to School" for children walking to school or the bus stop. An evaluation of whether the project complies with the above mentioned requirements will be included in the Administrative Decision that you will receive a copy of as a party of record. Once the City issues a decision, a 14 day appeal period will run, during which you would have the opportunity to appeal should you feel that the City erred in its decision. Please contact me at (425} 430-6598 or jding@rentonwa.gov if you have any questions. Sincerely, r~ Jill Ding Senior Planner Renton City Hall • 1055 South Grady Way • Renton. Washington 98057 • rentonwa.gov -~~~·~---Denis Law c· f Mayor zd I')) 1ty O / _ _::__.....-~1-~®IrultCTif@ December 28, 2015 J.D. Wilson City of Renton 1055 S Grady Way Renton,WA 98057 Community & Economic Development Department CE. "Chip"Vincent, Administrator Subject: Notice of Complete Application Highland Reservoir & Emergency Generator Replacement, LUAlS- 000864, ECF, CU-A, SA-H, MOD Dear Mr. Wilson: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on January 25, 2016. Prior to that review, you will be notified if any additional information is required to continue processing your application. In addition, this matter is tentatively scheduled for a Public Hearing on March 8, 2016 at 11:00 am, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. The applicant or representative(s) of the applicant are required to be present at the public hearing. A copy of the staff report will be mailed to you prior to the scheduled hearing. Please contact me at (425) 430-6593 if you have any questions. Sincerely, Kris Sorensen Associate Planner Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov ______ ,,,.,,,,,.,,,.-It en t O fl NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED {DNS-M) A Master Application has been filed and accepted with the Department of Community & Economic Development (CED) -Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: December 28, 2015 LAND USE NUMBER: LUAlS-000864, ECF, CU-A, SA-H, MOD PROJECT NAME: Highland Reservoir & Emergency Generator Replacement PROJECT DESCRIPTION: The applicant, the City of Renton, is requesting Environmental (SEPA) Review, Hearing Examiner Site Plan Review, Hearing Examiner Conditional Use Permit Review, and a Modification to street improvements for development at the Highlands Reservoir facility located at 3410 NE 12th St. The 204,555 square foot property is located in the Residential 10 (R-10) zone. The site would continue to be used as part of the City's public drinking water utility and for public and private telecommunications. The proposed on-site improvements are the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, and relocation of existing telecommunication equipment. Other associated on-site improvements include tree removal, new landscaping and trees, and a new vehicular access road to the new tank. Off-site improvements within the NE 12th St right-of-way include a connection to a wastewater interceptor manhole at NE 12th and NE Sunset Blvd, installation of 3,150 linear feet of new 24-inch diameter ductile iron water main from the site to the intersection of NE 12th Street and Edmonds Ave NE, and frontage improvements. The proposed on-site and off-site improvements would occur in two parts. The first part would be generator replacement, telecommunication facilities relocation, fence replacement, and planting of trees on the inside of the fence along NE 12th Street. The second part would be the construction of the new water storage tank and all project elements not part of the first phase. The subject project is part of an overall multi-phased plan for the site. Future phases beyond the subject proposal require separate land use approvals and consist of demolition of existing reservoirs, construction of a new water storage tank, and replacement of the existing elevated water storage tank. Existing access to the site is through two driveways from NE 12th St. The site is located within the Wellhead Protection Area zone. Man-made slopes surround the existing storage tanks. The project would excavate and export 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed and new landscaping and trees are proposed around the site for screening and in planter strips in the right-of-way. Improvements for NE 12th St are for a wider 91-foot right-of-way, 4 lanes of traffic, and 8-foot sidewalks. The applicant requests a street modification from the RMC 4-6-060 standards to reduce the width of the street, reduce right-of-way dedication, and provide a different street design. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5-foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical, and drainage reports. The total project value is estimated at $13,981,000. PROJECT LOCATION: 3410 NE 12th St OPTIONAL DETERMINATION Of NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance-Mitigated {ONS-M). This may be the only opportunity to comment on the environmental impacts of the proposal. A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: APPLICANT/PROJECT CONTACT PERSON: Permits/Review Requested: Other Permits which may be required: Requested Studies: December 14, 2015 December 28, 2015 J.D. Wilson, City of Renton/1055 5 Grady Way/Renton, WA 98057 Environmental tSEPA) Review, Conditional Use, Site Plan Review, Modification Building Permit, Construction Permit, Fire Permit Arborist, Drainage, & Geotechnical Report, landscape Analysis Location where application ma PUBLIC HEARING: CONSISTENCY OVERVIEW Zoning/land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Proposed Mitigation Measures: 'eviewed: Department of Community & Econom· elopment (CED)-Planning Division, Sixth Floor Renton City Hall, 1055 Sou ___ rady Way, Renton, WA 98057 Public hearing is tentatively scheduled for March 8, 2016 before the Renton Hearing Examiner in Renton Council Chambers at 11:00am on the 7th floor of Renton City Hall located at 1055 South Grady Way. The subject site is designated COMP-RHO on the City of Renton Comprehensive Land Use Map and R-10 on the City's Zoning Map. Environmental (SEPAi Checklist The project will be subject to the City's SEPA ordinance, RMC 4-2-110; 4-3-050; 4-4-060; 4-4-1170; 4-4-1180; 4-4-095; 4-4-130; 4-4-140; 4-6-060; 4-6-090; 4-9-030; 4-9-070; 4-9-080; 4-9-200; and 4-9-250 and other applicable codes and regulations as appropriate. The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. • Follow geotechnical report recommendations Comments on the above application must be submitted in writing to Kris Sorensen, Associate Planner, CED -Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on January 12, 2016. This matter is also tentatively scheduled for a public hearing on March 8, 2016, at 11:00 am, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Planning Division to ensure that the hearing has not been rescheduled at (425) 430-6578. Following the issuance of the SEPA Determination, you may still appear at the hearing and present your comments regarding the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION CONTACT PERSON: Kris Sorensen, Associate Planner; Tel: (425) 430-6593; Eml: ksorensen@rentonwa.gov CITY OF RENT( DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: March 7, 2016 To: City Clerk's Office From: Sabrina Mirante Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: Highlands Reservoir and Emergency Generator Replacement LUA (file) Number: LUA-15-000864, ECF, CU-A, SA-H, MOD Cross-References: AKA's: Highlands Reservoir Replacement Phase 1, Highlands 435 Zone Reservoir and Emergency Generator Replacement, Highlands Reservoir and Emergency Generator Replacement Project Manager: Clark Close ~ Acceptance Date: December 28, 2015 Applicant: City of Renton Owner: Contact: J.D. Wilson PID Number: 0423059186 ERC Determination: DNS-M Date: January 25, 2016 Appeal Period Ends: Februarv 12 2016 Administrative Decision: Date: Appeal Period Ends: Public Hearing Date: March 8, 2016 Date Appealed to HEX: By Whom: HEX Decision: Date: Appeal Period Ends: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant, the City of Renton, is requesting Environmental (SEPA) Review, Hearing Examiner Site Plan Review, Hearing Examiner Conditional Use Permit Review, and a Modification to street improvements for development at the Highlands Reservoir facility located at 3410 NE 12th St. The 204,555 square foot property is located in the Residential 10 (R-10) zone. The site would continue to be used as part of the City's public drinking water utility and for public and private telecommunications. The proposed on-site improvements are the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank, replacement of the emergency generator, utilities improvements, and relocation of existing telecommunication equipment. Other associated on-site improvements include tree removal, new landscaping and trees, and a new vehicular access road to the new tank. Off-site improvements within the NE 12th St right-of-way include a connection to a wastewater interceptor manhole at NE 12th and NE Sunset Blvd installation of 3 150 linear feet of new 24-inch diameter ductile iron water main from the site to the i ntersec of NE 12th Street and Edmonds I NE, and frontage improvements. The proposed on-site and off-site improvements would occur in .wo parts. The first part would be generator replacement, telecommunication facilities relocation, fence replacement, and planting of trees on the inside of the fence along NE 12th Street. The second part would be the construction of the new water storage tank and all project elements not part of the first phase. The subject project is part of an overall multi-phased plan for the site. Future phases beyond the subject proposal require separate land use approvals and consist of demolition of existing reservoirs, construction of a new water storage tank, and replacement of the existing elevated water storage tank. Existing access to the site is through two driveways from NE 12th St. The site is located within the Wellhead Protection Area zone. Man-made slopes surround the existing storage tanks. The project would excavate and export 20,000 cubic yards of soils and import 3,000 cubic yards. Retention of 17 trees is proposed and new landscaping and trees are proposed around the site for screening and in planter strips in the right-of-way. Improvements for NE 12th St are for a wider 91-foot right-of- way, 4 lanes of traffic, and 8-foot sidewalks. The applicant requests a street modification from the RMC 4-6-060 standards to reduce the width of the street, reduce right-of-way dedication, and provide a different street design. The applicant proposes 2 feet of right-of-way dedication along the project side of NE 12th St and new curb and gutter, 5-foot bike lane, 8-foot planting strip, and 5- foot sidewalk. Documents submitted include environmental checklist, traffic study, arborist, geotechnical and drainaoe reports. The total oroiect value is estimated at $13 981 000. Location: 3410 NE 12th St Comments: ERC Determination Types: DNS -Determination of Non-Significance; DNS-M -Determination of Non-Significance-Mitigated; DS -Determination of Significance. DEPARTMENT OF COMMUN!. AND ECONOMIC DEVELOPMENT --------ftenton e Planning Division LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: NAME: Highlands 435 Zone Reservoir and Emergency City of Renton Generator Reolacement PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: ADDRESS: 1055 S Grady Way 3410 NE 121" Street Renton, WA 98056 CITY: ZIP: Renton 98057 TELEPHONE NUMBER: 425-430-7210 KING COUNTY ASSESSOR'S ACCOUNT NUMBER($): 0423059156 APPLICANT (if other than owner) EXISTING LAND USE(S): Public Water Utility and Public NAME: and Private Telecommunications COMPANY (if applicable): PROPOSED LAND USE(S): No change in uses EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: RMD \ PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY: ZIP: (if applicable) RMD TELEPHONE NUMBER: EXISTING ZONING: R-10 CONTACT PERSON PROPOSED ZONING (if applicable): R-10 NAME: SITE AREA (in square feet): 204,555 J.D. Wilson SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): DEDICATED: Possibly 2 ft along southern boundary City of Renton SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: 1055 S Grady Way 0 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: ZIP: Renton 98057 ACRE (if applicable) N/A ncr-i:IVED TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) N/A r·nV Of REN10N -•LANNlllG 01v•s10N H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\Master Application -HLDS.docRev: 08/2015 DEPARTMENT OF COM MU. AND ECONOMIC DEVELOPMENT 1425-430-7295 :wilson@rentonwa.gov ---------,tenton ® NUMBER OF NEW DWELLING UNITS (if applicable): N/A H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\Master Application -HLDS.docRev: 08/2015 PR1 :CT INFORMAT,:-_:10=-:N'----'----'"c-=-o=-:nc:__:t:.c:in..,,._~ _______ ~ NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: 0 $13,981,000 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): 0 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 45,561 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 55,191 NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): 0 0 AQUIFIER PROTECTION AREA ONE l8J AQUIFIER PROTECTION AREA TWO 0 FLOOD HAZARD AREA 0 GEOLOGIC HAZARD 0 HABITAT CONSERVATION 0 SHORELINE STREAMS & LAKES 0 WETLANDS LEGAL DESCRIPTION OF PROPERTY __ sq.ft. __ sq.ft. __ sq.ft. __ sq.ft. __ sq.ft. (Attach legal descriotion on seoarate sheet with the followina information included) SITUATE IN THE SE QUARTER OF SECTION 04, TOWNSHIP 23N, RANGE 05E, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) John D Wilson, declare under penalty of perjury under the laws of the State of Washington that I am (please check one) D the current owner of the property involved in this application or 181 the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all r\ectoue ancd ~orrect to '7 bf1 of my knowledge and belief. '~ · 2.Dl5 ---------------------- Signature of Owner/Representative Date COUNTY OF KING I certify that I know or have satisfactory evidence that~ :-0, ~ \ '---> "°' 'I'---'> signed this instrument and acknowledge it to be his/her/their free and voluntary actor the uses and purpose mentioned in the instrument. l LS" Dated Notary Public in and for the tale of Washington Notary (Print): My appointment expires: H:\File Sys\WTR -Drinking Water Utility\WTR-13-Studies & Project Development\WTR-13-0119-Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\Master Application -HLDS.docRev: 08/2015 Pf IECT INFORMATION (conti 4 H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Oesign\SEPA CUP Master Site\Master Application -HLDS.docRev: 08/2015 Legal Description of Highlands 435 Zone Reservoir and Emergency Generator Replacement project site Situated in the SE quarter of Section 04, Township 23N, Range OSE, in the City of Renton, King County, Washington: E 1/2 OF SW 1/4 OF SW 1/4 OF SE 1/4 LESS CO RD I DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT , s·i+t. p(c.ilA·~-1-iEX 0 ( _/)_' L(s-e pe rn,u+-fl ex --~~nton® WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED MODIFIED BY: BY: Arborist Report 4 Biological Assessment 4 /CS Calculations 1 Colored Maps for Display 4 Construction Mitigation Description ZANo 4 Deed of Right-of-Way Dedication 1 Density Worksheet 4 K.s Drainage Control Plan 2 Drainage Report , Elevations, Architectural 3 AND• Environmental Checklist 4 Existing Covenants (Recorded Copy) 1 ANo 4 Existing Easements (Recorded Copy) tANo• Flood Hazard Data 4 ts Floor Plans ,..04 Geotechnical ReportzANo, Grading Elevations & Plan, Conceptual, Grading Elevations & Plan, Detailed 2 Habitat Data Report 4 kc:, Improvement Deferral 2 Irrigation Plan 4 COMMENTS: -.- PROJECT NAME: ~~ 1_1-V.V I --'-~ !a .,,;,e 5 ge 5efVo Ir ~ DATE: (o/ b ,Lr 7 H :\CED\Data\Forms-T emplates\Self-Help Handouts\Planning\ Waiversubmittalreqs.docx \ LAND USE PERMIT SUBMITrAL REQUIREMENTS: WAIVED MODIFIED COMMENTS: BY: BY: King County Assessor's Map Indicating Site 4 landscape Plan, Conceptual• landscape Plan, Detailed• legal Description 4 Letter of Understanding of Geological Risk 4 j:: $ Map of Existing Site Conditions 4 Master Application Form• Monument Cards (one per monument) 1 Neighborhood Detail Map 4 Overall Plat Plan 4 Parking, lot Coverage & landscaping Analysis 4 Plan Reductions (PMTs) 4 Post Office Approval 2 Plat Name Reservation • Plat Plan 4 Preapplication Meeting Summary 4 Public Works Approval Letter 2 Rehabilitation Plan 4 Screening Detail • Shoreline Tracking Worksheet 4 Site Plan·2••0• -. Stream or Lake Study, Standard 4 4(5 ~TL~.~~.1_:L~,r;;,;,.~r~:e.-.... ,11~ I' c</11 Stream or Lake Study, Supplemental 4 / Stream or LaRe Mitigation Plan 4 Street Profiles 2 Title Report or Plat Certificate 1AND4 Topography Map3 Traffic Study 2 Tree Cutting/Land Clearing Plan 4 Urban Design Regulations Analysis 4 /LS Utilities Plan, Generaliied 2 Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan, Preliminary 4 PR~ /I{. -Do\ un H:\CED\Data\Forms-Templates\Self-Help Handouts\Plannlng\Waiversubmittalreqs.docx Rev: 08/2015 LAND USE PERMIT SUBMITIAL REQUIREMENTS: Wetlands Report/Delineation 4 Wireless: Applicant Agreement Statement 2 ••o• Inventory of Existing Sites 2ANo, Lease Agreement, Draft 2AN0, Map of Existing Site Conditions 2 AND, Map of View Area 2••0• Photosimulations 2••0• This Requirement may be waived by: 1. Property .Services 2 Development Engineering Plan Review 3 Building 4 Planning WAIVED MODIFIED BY: BY: $:::.. c; ts H:\CED\Data\forms•Templates\Self·Help Handouts\Planning\Waiversubmittalreqs.docx COMMENTS: 1'1-VJ,5;-.flv'"'J ~d;,:;°j.(,i'f"" "''5~::'.fl'.';i_ r";,.r,• ,,~. C. f:,t, !rF ne,,vfttclftfi~5 qre j)1,1Jjo:;e-1f', Rev: 08/2015 Project Narrative Highlands 435 Zone Reservoir and Emergency Electrical Generator Replacement Project Project Location The project is located on the lot with address 3410 NE 12'h Street, Renton, WA 98056 and King County Tax ID of 0423059186. It is located in the SE quarter of Section 04 of Township 23 North, Range 05 East. The lot size is 204,400 square feet. Land Use Permits Required for Proposed Project The proposed project will need a Hearing Examiner Conditional Use Permit approval, Hearing Examiner Site Plan Review approval and a SEPA Environmental Review approval. Zoning Designations The property is located within the Residential Medium Density (RMD) land use designation and the Residential 10 dwelling unit per acre (R-10) zoning classification. Current Use of the Site and Existing Improvements The site is currently used for public drinking water utility (City of Renton), public telecommunication (City of Renton) and private telecommunication (Verizon, T-Mobile, Sprint and Clearwire) purposes. Existing site improvements include the following: 750,000 gallon (750 KG) elevated water storage tank, 2.0 million gallon (2 MG) partially buried water storage tank, 1.5 million gallon (1.5 MG) partially buried water storage tank, 3,900 gallon per minute water booster pump station, re-chlorination building, a metal shed for a portable emergency electrical generator for the booster pump station, one slab mounted radio cabinet and antenna (mounted on water tower) for the drinking water radio based meter reading system, three wooden sheds for public telecommunications equipment, two antenna towers and antenna for public telecommunications, four slab mounted telecommunications cabinets and associated antenna (mounted on water tower) for private telecommunications, water mains and storm drainage lines and appurtenances. Special Site Features Sloping berms on partially buried water storage tanks. Soil Types and Drainage Conditions The site soils are defined by the USDA Soil Conservation Survey as 'Arents, Alderwood material (AmC)" with slopes ranging from Oto 6 percent. The erosion hazard for these soils is slight. Therefore, the site would be classified as 'low erosion hazard (EL)'. Borings encountered topsoil and 2 to 5 feet of loose to medium dense silty sand at the surface, underlain by dense to very dense sand with varying amounts of silt and gravel. The site is well drained. Proposed Use of the Property and Scope of the Proposed Development The proposed use of the property is for public drinking water utility (City of Renton), public telecommunication (City of Renton) and private telecommunication (e.g., Verizon, T-Mobile, Sprint and Clearwire) purposes. The proposed development will consist of replacing the existing 125 KW emergency electrical generator with a new 275 KW emergency electrical generator, including automatic start and automatic transfer switching, load bank and 2,165 gallon fuel tank and constructing a 6.3 million gallon reinforced concrete partially buried water storage tank. Other components of the project include: remodeling a room in the existing re-chlorination building to house City owned radio equipment, replacing and relocating a City owned UFH radio antenna to the top rail of the existing water tower, replacement and relocation of 8 individual electrical power meters with a new meter bank with power bus and meters and the removal of 5 unused electrical services, construction of approximately 3,150 linear feet of 24-inch diameter ductile iron water main from south side of the site along NE 12th Street to the intersection of NE 12'" Street and Edmonds Ave NE (replacing old 16-inch and 10-inch water mains), construction of a stormwater detention vault with variable speed pump to pump to an on-site structure, construction of a wet well with variable speed pump to pump to a wastewater interceptor line manhole at NE 12'" and NE Sunset Blvd (to drain water from water storage tank for maintenance and to inadvertent tank overflows), construction of approximately 1,350 linear feet of 12-diameter ductile iron pipe from the wet well to the interceptor, construction of miscellaneous water mains and valves, buried electrical conduits and conductors, buried signal conduits and conductors, and stormwater conveyances on-site, replacement and relocation of the fence and vehicle gates along the southern border of the property, and miscellaneous landscaping, including trees planted for the purpose of screening. Project Schedule: Part 1-Emergency Generator Replacement and Radio Relocation -Includes the emergency generator replacement, remodeling for radio room, relocation of the City of Renton UFH radio antenna equipment, power meter relocation, fence replacement and the planting of trees for visual screening on the inside of the relocated fence along NE 12'" Street. This part of the project will go out for bids soon after a conditional use permit has been granted and construction is expected to begin within one month of bid opening. Part 2 -Construct Water Storage Tank -Includes all of the remaining work not included in part one -including the 6.3 MG water storage tank, the street improvements, detention vault, utility work, landscaping other than that along NE 12'" Street, etc. Design of this part of the project is expected to begin within two months of the granting of a conditional use permit. The design and bid process is expected to take one year with construction beginning within two months of receipt of an acceptable bid. For information purposes only: This project is the first phase of a multi-phase plan for the use of the site. The next phase will be the demolition of the existing 1.5 MG and 2 MG reservoirs after the reservoir at the Mount Olivet site has been replaced. Other future phases include: replacement of the existing booster pump station, replacement of the existing elevated water storage tank and the construction of · an additional partially buried water storage tank. Access Access to the site will remain the same -through two drive ways with vehicle gates off of NE 12th Street. Proposed Off-Site Improvements Two feet of the south side of property to be converted to right-of-way via dedication. Proposed street improvements: 5 foot sidewalk, 8 foot planting strip with grass and street trees, curb and gutter with storm drain line and drop inlets (storm line to be extended to west to tie into the existing storm drainage system), 11 traffic lane and 5 foot bike lane. Existing utility poles to remain. Total Estimated Construction Cost 6.3 MG Reservoir, including frontage improvements Offsite Utilities (Olympia Ave to Sunset Blvd) Offsite Water Main {Sunset Blvd to Edmonds Ave) Emergency Generator Replacement and Radio Relocation Monroe Ave Water Main Improvements Total before taxes Tax Total Estimated Construction Cost Fill and Excavation -Estimated Quantities $ 10,239,000 $ 960,000 $ 1,100,000 $ 350,000 $ 107,000 $ 12,756,000 $ 1,225,000 $ 13,981,000 Area of Site: 204,400 SF. Area of work: 110,000 SF. Import volume: 3,000 CY (5,700 tons). Export volume: 20,000 CY (38,000 tons). Import source: to be determined by construction contractor. Description of Tree Removal Approximately 99 trees of 116 trees will be removed. Additionally approximately 73,800 SF of grass turf will be removed for construction of the water storage tank and access road during Part 2 of the project. Please refer to the Tree Retention/ Land Clearing Plan (Tree Inventory) and Arborist Report for details. Explanation of Land to be Dedicated to the City of Renton The City of Renton, owner of the property, may need to dedicate to itself two feet of the southern edge of the property for the purpose of right-of-way along the northern edge of the right-of-way for NE 12th Street. This would occur if the code modification request is not approved. Job Shack The will be a portable building/ trailer for a temporary field office for the construction contractor located on the property Proposed Requests for Modifications to Standards There is a request for modification of street standards submitted as part of this application. DEPARTMENT OF COMMUNITv AND ECONOMIC DEVELOPME~ 1 DATE: TO: FROM: SUBJECT: General: MEMORANDUM 9/25/2014 12:00:00AM Pre-Application File No. PRE14-001202 Kris Sorensen, Associate Planner (Highlands Reservoir Replacement) PRE14-001202 We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review on September 25, 2014. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.ge, Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. the applicant is encouraged to review all applicable sections of the Renton Municipal Code. The development Regulations are available for purchase for $100.00 plus tax, from the Finance Division on the first floor of City Hall or on line at www.rentonwa.gov. P~ect Proposal: The subject property is located at 3410 NE 12th St, east of the intersection at NE Sunset Blvd --.nd NE 12th St (PID 0423059186). The almost 5-acre site currently has large and small water utility-related facilities and private and public communication facilities. For the City's water system, the City recently completed an alternatives analysis for master planning for the site to replace aging infrastructure and meet future needs. The submitted materials for the preferred alternative show an initial first phase with improvements and an additional overall master plan for the site. The first phase includes construction of a partially buried 6.3 million gallon reservoir in the undeveloped easterly portion of the site, an access road around the site1 and new energy generator under a new 4-pole shelter to replace the existing generator. Future phases anticipated include the demolition of the two existing partially buried reservoirs, construction of a 4.1 million gallon partially buried reservoir in the location of the existing reservoirs, demolition of the existing small buildings that house the booster pump and chlorination facilities, and demolition and replacement of the elevated tower reservoir. Vehicle access to the site is gained from NE 12th St at two points. The site is located in the Aquifer Protection Zone. Critical areas identified on-site are steep slopes surrounding the existing partially buried reservoirs. Current Use: The project site has a number of large and small existing improvements including an elevated water tower, two partially buried water storage reservoirs, booster pump station, a few small structures, power generator, antennas for wireless companies, and a radio tower. Zoning: The property is located within the Residential Medium Density (RMD) land use designation and the Residential-10 du/ac (R-10) zoning classification. The project would be subject to RMC 4-2-llOA, "Development Standards for Residential Zoning Designations1 ' effective at the time of complete application (noted as "R-10 standards" herein). Large utilities are allowed within the R-10 zoning classification designation with an approved Hearing RE CE \\J e.o Examiner Conditional Use Permit (CUP). The proposal would be considered a major revision to the existing facility and would therefore require a new application for a CUP. Density-Density is not applicable as there residential uses are not part of the proposal. Minimum Lot Size, Width and Depth -·e are no minimum lot size, width or depth n Building Standards- ~ments. Height: The R-10 zone restricts building height to 30 feet with an exception for public water system facilities which are allowed the following height bonus (per RMC 4-2-1100, Note 9): a. Water towers/reservoirs are permitted upto a maximum height of one hundred seventy five feet (1751 ) to the highest point of the reservoir. The overall proposal would be construction of two partially buried reservoirs and an elevated tank or standpipe that would be less than 175 feet at the highest point of the proposed water facilities and comply with the height allowance. The two reservoirs would be approximately 9 and 22 feet at the highest points from existing grade and the water tower or standpipe would be approximately 129 feet in height. b. Water treatment facilities and pump stations are allowed up to fifty feet (50') subject to site plan development review. The setback standards may be modified to increase setbacks as part of the site plan development review approval. The future structure that would house the booster pump station and water quality/chlorination facilities, constructed as part of Phase 2, would need to comply with the maximum SO-foot height limit. c. Public utility facilities exceeding fifty feet (50') in height shall be treated with public art consistent with RMC 4-9-160. Such public art shall be eligible for one percent (1%) for art funding and shall be reviewed by the Renton Municipal Arts Commission. The only facility proposed above 50 feet in height is the future elevated tank or standpipe in the northern portion of the site that would occur in Phase 2 or later. This facility would require public art. d. The "d" subsection has criteria for additional height beyond 175 feet which is not needed given the proposed tower and reservoirs are each less than 175 feet in height. Height for Communication Facilities: The site has existing private communication antennas and a public radio tower. The proposal is to relocate these facilities on site and the relocation areas and heights and dimensions would be required to be shown as part of the application to be reviewed as part of site plan review. Building surface coverage: There is no maximum coverage. Impervious surface coverage: The maximum coverages are established for residential uses at 75% for detached units and 65% for attached units. Impervious surface coverage would be reviewed as part of Site Plan review. Coverage analysis and dimensions of impervious areas would be required at time of application to for the different phases of site development. Building Design Standards-Not applicable to this proposal as there are no residential uses. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line. The required setbacks in the R-10 zone are 10 feet for the primary structure in the front yard, 12 feet in the rear, and 4 feet for an interior side yard setback. The proposal appears to comply with the setback requirements of the zone. Setbacks for existing and proposed structures would need to be shown as part of the site plan review application. Landscaping-Except for critical areas, all portions of the development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought-resistant vegetative cover. The development standards require that all pervious areas within the property boundaries be landscaped. Landscaping near the street: Ten feet (10') of on-site landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways and those zones with building setbacks less than ten feet (10'). The applicant would be required to provide a 10-foot on-site landscape strip along the NE 12th St frontage unless reduced through the site plan development review process. Additionally, there are requirements for plantings within the right-of-way If a planting strip is required, where street trees and ground cover would be located. When a Nonresidential Development is located in a Residential Zone a visual buffer is required at the shared property lines. Either a 15 feet wide partially sight-obscuring landscaped visual barrier or 10 feet wide fully sight-obscuring landscaped visual barrier is required along the common property line. The 10 or 15-foot Page 2 of4 visual barrier is required on along all sides of the proposal with the exception of the street frontage side as there 21re single and multi-family residence rounding the subject site. The Site Plan subn · I with ,application materials shows a landscape str, round the site that varies in width and may n amply with the requirement. Storage area on-site: The Master Plan sheet submitted as part of the application materials states that the area between new reservoirs may be paved or graveled to provide for maintenance and storage area and would have a landscaped buffer surrounding the area. Please refer to landscape regulations (RMC 4-4-070) for additional general and specific landscape requirements. Phasing of proposed on-site and right-of-way landscape improvements would be required as part of an application. Significant Tree Retention: If significant trees (greater than 6-inch caliper) are proposed to be removed a tree inventory and a tree retention plan along with a tree retention worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 10 percent of significant trees, and indicate how proposed structures and building footprints would be sited to accommodate preservation of significant trees that would be retained. If the trees cannot be retained, they may be replaced with minimum 2 inch caliper trees at a ratio of six to one. The applicant's submittal includes a tree inventory and states that as part of the first phase, 50 to 65 trees would be proposed for removal, and additional trees would most likely be removed as part of future phases. A tree retention and replacement plan would be required as part of the land use application. Access-Driveway widths are limited by the driveway standards in RMC 4-40801. Access to the site would be gained from NE 12th St in two locations according the submitted application. There are two existing access points from NE 12th and the master plan shows one access point where the more southerly access point currently exists with the northern access being removed through the phased development. A permanent 15-foot wide access road is proposed as part of Phase 1 that would circle around the proposed easterly reservoir that connects with the NE 12th access point. Driveways and access roads may not be greater than 15%slope. Fences: Location, maximum heights, and other fence standards can be found in RMC 4-4-040. New fence details and elevations would need to be provided as part of an application. Critical Areas: The City of Renton's Critical Areas maps indicate the subject site has steep slopes and is located in the Aquifer Protection Zone 2. The overall purpose of the aquifer protection regulations is to protect aquifers used as potable water supply sources by the City from contamination by hazardous materials. Some uses are restricted that store, handle, treat, use, or produce substances that pose a hazard to groundWater quality. If fill is imported to the site, a fill source statement will be required. Additionally, steep slopes surround the existing partially buried reservoirs. The slopes identified are between 15 and 25 percent and between 25 and 40 percent and were likely created to support the existing reservoirs. Steep slopes·are Geological Hazards therefore, a geotechnical study may be required. If steep slopes are proposed as part of the construction of new reservoirs or other improvements to the site, a geotechnical study would need to address the slopes. The study shall demonstrate that the proposal will not increase the threat of the geological hazard to adjacent properties beyond the pre-development conditions, the proposal will not adversely impact other critical areas, and the development can be safely accommodated on the site. In addition, the study shall assess soil conditions and detail construction measures to assure building stability. Environmental Review: The proposal would require SEPA review. Optional Land Use Reviews: The applicant may wish to consider a Master Site Plan Review application along with the additional required land use application (identified below). The development following the first phase could be processed through an Administrative Site Plan review rather than go through an additional Hearing Examiner Site Plan review process provided the expiration date for the Master Site Plan approval does not pass. A Master Plan is not required in a residential zone but is an option. The purpose of the master plan process is to evaluate projects at a broad level and provide guidance for development projects with multiple buildings on a single large site and allows for analysis of overall project concepts and phasing. Page 3 of 4 Permit Requirements: The proposal would require a Hearing Examiner Conditional Use Permit approval, Hearing Examiner Site Plan Review, and ~ Environmental Review approval which wou reviewed within an estimated timeframe of 12 weeks. Th ___ ,nditional Use application fee is $2,000, Site P._ .. application is $2,000, and Environmental Review application is $1,000. If the applicant choses to apply for a Master Site Plan the application fee would be $2,000. There is a technology fee, of 3%, based on the total land use application fees for the project. Detailed information regarding the land use application submittal is provided in the attached handouts. In addition to the required land use permits, separate construction and building permits would be required. Fire review would require separate permits for the energy generator. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods. Impact Mitigation Fees: In addition to the applicable building and construction fees, fire and transportation impact fees may be required prior to the issuance of building permits. A handout listing all of the City's Development related fees in attached for your review. Note: When the formal application materials are complete, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please contact Kris Sorensen, Associate Planner at 425-430-6593 or by email at ksorensen@rentonwa.gov for an appointment. Expiration: Upon approval, conditional use and site plan approvals are valid for two years with a possible two-year extension if requested in writing prior to the expiration. A master site plan approval for a phased plan can be granted for up to ten years with a possible extension, and such approval shall include clearly defined phases and specific time limits for each phase and a determination of eligibility for any extensions of the time limits. Page 4 of 4 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMt.1-JT DATE: TO: FROM: SUBJECT: MEMORANDUM 9/25/2014 12:00:00AM Kris Sorensen, Associate Planner Vicki Grover, Plan Reviewer (Highlands Reservoir Replacement) PRE14-001202 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding and may not subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. I have completed a preliminary review for the above-referenced proposal located at parcel 0423059186. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. WATER 1. The proposed development is within City of Renton Water District. SANITARY SEWER 1. Sewer service is provided by the City of Renton. The future phase will require a cut and cap of the existing side sewer connection for the chlorination building and vault. SURFACE WATER 1. A drainage report complying with the 2009 King County Surface Water Design Manual and City of Renton Amendments to the KCSWM, Chapters 1 and 2 shall be required. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Forested Site Conditions (north and east sides of the site) and the Peak Rate Flow Control Standard, existing site conditions (south and west sides of the site). Refer to Figure 1.1.2.A-Flow Chart to determine the type of drainage review required by the City of Renton 2009 Surface Water Design Manual Amendment. The final drainage plan and drainage report must be submitted with the utility construction permit application. 2. A geotechnical report is required for the site. Information on the water table and soil permeability. The report shall include information to determine if the site is suitable for infiltration and a design infiltration rate. 3. A study shall be required to verify downstream capacity for the overflow from the reservoirs and an evaluation of downstream environmental impacts may be required. 4. Surface water system development fee (SDC) will be applicable. The current rate of SDC fee $0.491 per square foot of new impervious surface area 1 but not less than $11 228.00. 5. A Construction Stormwater General Permit from Department of Ecology will be required if grading and Page 1 of 2 clearing of the site exceeds one acre. A Stormwater Pollution Prevention Plan (SWPPP) is required for this site . TRANSPORTATION/STREET • 1. Transportation impact fees will apply to this project. The actual rate will be assessed at a later date. This fee will be based on the amount of building area and its use per the ITE Manual. Payment of the transportation impact fee is due at the time of issuance of the building permit. 2. Road Classification -Minor Arterial/North 12th Street Existing right of way width -approximately 60 ft. on North 12th Street with 2 travel lanes. Required ROW width -Based on RMC 4-6-060, North 12th St. requires 91 ft. ROW dedication needed -Approximately 15.50 feet on the north side of North 12th Street. 11 ft. travel lanes, a 5 ft. bike lane, O.S ft. curb and gutter, 8 ft. sidewalk and 8 ft. planter strips will be required. 3. The final ROW dedication will need to be verified by survey. All storm drainage improvements are required to be constructed per RMC 4-6-060. 4. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. General Comments 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application, an itemized cost of construction estimate, and application fee at the counter on the sixth floor. Page 2 of 2 Fire & .Emergency Services Department • DATE: TO: FROM: SUBJECT: MEMORANDUM 9/17/2014 12:00:00AM Kris Sorensen, Associate Planner Corey Thomas, Plan Review/Inspector {Highlands Reservoir Replacement) PRE14-001202 1. Separate plans and permits required for the relocation/replacement of the emergencey electrical generator if it has an associated fuel storage tank. Page 1 of 1 DEPARTMENT OF COMM UT AND ECONOMIC DEVELOPrJr'NT DATE: TO: FROM: SUBJECT: MEMORANDUM Kris Sorensen, Associate Planner Craig Burnell, Building Official (Highlands Reservoir Replacement) PRE14-001202 Page 1 of 1 Construction Mitigation Description Highlands Reservoir and Emergency Generator Replacement City of Renton Drinking Water Utility Proposed Construction Dates and Times Part 1, Replace Emergency Generator Anticipated construction dates: Start 1 May 2016 and end 31 December 2016 Working hours: see below Part 2, Construct replacement reservoir, on-site and offsite utilities and street frontage improvements Anticipated construction dates: Start 1 May 2017 and end 31 December 2018 Working hours: see below Working hours: Typically the working hours will be between 7:00 a.m. and 6:00 p.m., Monday through Friday. Exceptions to this may occur in order to minimize disruptions to local traffic. In those cases the scheduling will be handled as per the City of Renton standard specifications which are as follows: Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform Work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to Work such times. Permission to Work longer than an 8-hour period between 7:00 a.m. an 6:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to Work. Permission to Work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue Work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or the Engineer. These conditions may include but are not limited toR1f~~1V~ CITY oi: pr:NTON PLAfi,-.... ~-.. 3101'1 Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturdays, Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such Work necessitates their presence. Construction Mitigation Measures & Best Practices: All activities will begin with the implementation and installation of Best Management Practices (BMP). These practices include: Proposed Hauling/ Transportation routes Contractors will apply for their own hauling permits related to this project and will follow a city approved route. It is anticipated that the haul route will be from the reservoir site west along NE 12th to NE Sunset Blvd and then south and west to 1-405. Storm Water Construction will start with the implementation and installation of Best Management Practices (BMP) for Temporary Erosion and Sedimentation Control (TES(). All storm water drain inlets in and around the proposed construction operations and staging areas will be surrounded by oil absorbent padding to mitigate the potential of any hydraulic/fuel leakages emanating from construction machinery entering the watershed. Dust Control Through the entire construction period the Contractor shall take all necessary steps to dust control all working area and unpaved roads. The use of calcium chloride or other chemicals will not be permitted for dust control. The Contractor will accomplish dust control by watering and sprinkling to satisfactorily settle the dust. Contractor shall comply with any requirements imposed by law to prevent fugitive dust emissions. All demolished materials and debris will be stockpiled on site to prevent dust and sedimentation from migrating onto roadways. Contractor vehicles that are transporting materials to and from the site will be required to have tires washed prior to leaving the site. This will prevent dust and sedimentation from entering nearby roadways. Special Hours of Operation None proposed at this time. Preliminary Traffic Control Plan None proposed at this time. Part 1 will not need a traffic control plan. Part 2 will need (a) traffic control plan (s) for the work in the right-of-way. The contractor (s) will be responsible for submitting, getting approval of and implementing traffic control plans. r Conditional Use Justification Highlands 435 Zone Reservoir and Emergency Electrical Generator Replacement Project Background The project property was first purchased by the United States government during World War II as a water storage site to support the large number of housing units it constructed in the Renton Highlands to support the war manufacturing efforts going on at Pacific Car Company (PACCAR) and Boeing. The federal government constructed a 1.5 million gallon (MG) uncovered partially buried water storage tank (aka a reservoir) and a 15,000 gallon wooden elevated water tank. In 1958 the United States conveyed the property to the City of Renton via a quit claim deed. In 1959 and 1960 the City demolished the wooden elevated tank and constructed a 2 MG covered partially buried water storage tank (aka a reservoir) and a booster pump station. In 1966 a cover was placed on the 1.S MG reservoir. In 1975 a re-chlorination station was added to the site. In 1985 an emergency electrical generator, housed in a shed, was added to the site. The generator is to provide emergency power to the booster pump station. The proposed use of the site is the same as has been continuously since World War II (circa 1942): the storage and pumping of water for distribution for domestic use (drinking, bathing, cooking, etc) and fighting fires and the storage of drinking water for use during natural disasters such as earthquakes. Consistency with Plans and Regulations This project is consistent with the policies and capital improvement plan state~ in the City of Renton Water System Plan as updated by the 2012 Water System Plan Update. The 2012 Water System Plan Update underwent a non-project SEPA review, was adopted by the Renton City Council on 13 August 2012 via City of Renton Resolution 4154, was approved by King County on 10 September 2013 via KC Ordinance 17653 and was approved by the Washington State Department of Health via letter dated 19 September 2013. The Water System Plan is part of the City of Renton Comprehensive Plan by adoption. The proposed project is compatible with the general purpose, goals, objectives and standards of the comprehensive plan, the zoning ordinance and all other plans, programs, maps and ordinances of the City of Renton. Appropriate Location This project is for the replacement of an existing emergency electrical generator and two existing water storage tanks (reservoirs) located at this site. The site is suited for the proposed use in that is at a high point in the area the new reservoir is to serve. The new generator will occupy the same location as the generator it will replace. The proposed location will not result in the detrimental overconcentration of this use within the City or within the immediate area of the proposed use -after the new reservoir is constructed and the Mount Olivet reservoir is replaced the two existing reservoirs at this site will be demolished and the area that they occupied will be landscaped. Because of the difference in the design of the new reservoir compared to the existing reservoirs (vertical sidewalls versus sloped sidewalls) the new reservoi~'effl"E'D' C' RENTON ;JJVJSJON surface area than the old reservoirs. Sometime in the future the existing elevated water storage tank will be replace with another elevated water storage tank. Effect on Adjacent Properties The proposed continued use as a water storage and pumping site does not result in substantial or undue adverse effects on adjacent property. Architectural features of the exterior walls of the new reservoir and the use of trees for screening will minimize the visual impact of the new reservoir. Compatibility The proposed continued use as a water storage and pumping site is compatible with the scale and character of the neighborhood which grew up around the reservoir site over the years. Parking A single vehicle visits the site. Adequate parking is already available on site. Traffic The proposed project does not generate any additional trips. The current trips associated with the site are very small in number. The current use which will not change after completion of the project already ensures safe movement for vehicles and pedestrians and has minimal effects on the surrounding area. Noise, Light and Glare Noise, light and glare impacts have been evaluated. The proposed project will not have any light or glare impacts. The emergency electrical generator will generate noise. There are two scenarios for noise being generated: 1) once a week on a week-day (Monday, Tuesday, Wednesday, Thursday or Friday) and between the hours of 10 am and 2 pm, the generator will be run for 15 minutes to make sure that it is operational and 2) when there is a commercial power outage. The generator will be housed in a cabinet that will attenuate the noise emanating from the generator. Even though this generator is exempt from WAC 173-60-40, Maximum permissible environmental noise levels, via exemption WAC 173-60-50 (4) (f) 'Sounds created by emergency equipment and work necessary in the interests of law enforcement m: for health safety or welfare of the community.', the generator will meet the requirements of WAC 173-60-40 for day time in a residential setting. Landscaping Landscaping will be provided in all areas not occupied by buildings, paving, or critical areas. Additional landscaping will be used to buffer adjacent properties from potentially adverse effects of the proposed use. The proposed landscaping is shown on the Proposed Landscaping Plan submitted with this request. PUBLIC WORKS DEPARTMENT ---~Renton® DATE: TO: CC: FROM: SUBJECT: M E M O R A N D U M December 8, 2015 Kris Sorensen Abdoul Gafour Vicki Glover Bob Mahn ) JI ) J.D. Wilson U V 'f Highlands Reservoir and Emergency Generator Replacement Project -Code Modification Request Code Modification Request: RMC 4-6-060 Public Street Right-of-Way Design Standards The Water Utility requests a modification of City Code RMC 4-6-060 Street Standards regarding right-of-way dedication and street frontage improvements related to the Highlands water reservoir project. In accordance with RMC 4-9-2500 Modifications Procedures, this request for code modification is necessary because of practical difficulties in carrying out the provisions of the standards, and also because the standards in the code are in conflict with recently City-adopted street standards for the Sunset Area. Project General Narrative Location: The project is located within a 4.7-acre of City-owned property at 3410 NE 12th Street, Renton, King County parcel no. 0423059186. Current use of property: The site is currently used for City's drinking water facilities and also for public and private telecommunication antenna base stations. Existing structures on the site include a 750,000-gallon elevated water storage tank, a 2 million-gallon and a 1.5 million-gallon partially buried concrete water storage tanks, a booster pump building, a re- chlorination building, a metal shed housing an emergency electrical generator, underground water transmission mains, storm drainage pipes, and several concrete pads for public and private telecommunication equipment. Proposed improvements: The proposed improvements consist of the construction of a 6.3 million-gallon reinforced concrete partially buried water storage tank along with the replacement of the emergency generator, site utilities and relocation of existing telecommunication equipment pads. The project also includes roadway improvements along the property frontage on NE 12'h St along with off-site and on-site landscaping required for the project. Code Modification Request Per RMC 4-6-060, street frontage improvements (i.e.: curb, gutter, planting strip and sidewalk) along NE 12th St will be required for the project. Due to the current de~!!aJJ.on,•;if 'ED NE 12'h St as an arterial street, an additional 15.5-ft of right-of-way dedication is ~EW half-street improvements. The current r/o/w width of NE 12th St is 60-ft and the code requires a 91-ft r/o/w width to accommodate 4 lanes of traffic with 8-ft planter strips and 8-ft sidewalks. Practical Difficulties with Current Code and Standards The current standards create practical difficulties for compliance for the following reasons: 1. There is an existing water pump station building located 8 feet north of the existing north r/o/w line. The pump station is a critical water facility that must remain operational during and after the construction of the new reservoir. II is anticipated that a new pump station will be constructed about 20 years after the completion of this new reservoir. The future pump station will be located further into the site after as the removal of the 2 existing old reservoirs. As such, the dedication of the additional 15.5-foot of r/o/w along with the construction of an additional lane will cause extreme difficulty and hardship to the Water Utility and will conflict with the operation and maintenance of the existing pump station. 2. There is also an existing chlorination building about 17 feet north of the existing r/o/w line. For the same reason as the above pump station, the chlorination building must remain in place until a new chlorination facility is constructed with the future pump station. 3. There are 3 electrical power transmission lines and poles along NE 12'h St, 2 are located within the existing r/o/w and 1 about 5 feel north of the r/o/w. It would impractical and very costly to have the poles and transmission lines relocated to accommodate the construction of an additional lane of traffic. Conflict with Adopted Streets Standards for Sunset Area The City has recently adopted streets standards for the Sunset Area (please refer to CED map for Proposed Sunset Area Street Classification). The proposed street classification map identifies a 60-ft r/o/w width for NE 12th St from Edmonds Ave NE to Monroe Ave NE. The proposed cross-section for a complete street shows 2 10-ft lanes, with 6-ft parking strips, 8-ft planters and 5-ft sidewalks. These improvements fit within the existing 60-ft r/o/w; therefore no additional r/o/w dedication is required. The current code is in conflict with the recently adopted street standards for the Sunset Area. As such, the off-site improvements for the reservoir project site which is about 150 feet east of Monroe Ave should be consistent with the recently adopted street standards for the Sunset Area. Proposed Alternative Method of Compliance The Water Utility proposes the following street frontage improvements which are consistent with the Sunset Area Street Classification Lane width (one-lane for half-street) 10 feet Parking lane 6 feet Curbing 0.5 feet Planting strip 8feet Sidewalk 5 feet Total for r/o/w for half-street 29.5 feet Existing r/o/w width (half-street) 30 feet The Water Utility has received the concurrency from the Transportation Department for the design and construction of the off-site improvements based on the above alternative method (please refer to attached e-mail from Bob Mahn dated 10/21/14). We are requesting the following modifications to RMC 4-6-060: 1. Waiver of additional right-of-way dedication because the proposed improvements will fit in the existing 60-ft r/o/w. 2. Waiver of design standards for an arterial street with 91-ft r/o/w width because the proposed improvements are consistent with the City adopted street standards for the Sunset Area and for a 60-ft r/o/w width for NE 121" St. Our request and justification meet the City's criteria for code modification per RMC 4-9-250D as follows: 1. The proposed street improvements meet the City's proposed roadway standards for the Sunset Area and conform with the intent and purpose of the Comprehensive Plan. 2. The requested modification is consistent with the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element. 3. The proposed improvements will meet the objectives and safety function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment. The City's Transportation Department has supported the request. 4. The requested modification will not be injurious to other properties in the vicinity of the project. 5. The requested modification and proposed improvements conform to the intent and purpose of the code. 6. The request is justified for the use and situation intended. It will allow existing City water facilities to remain in place and be operational for public health, safety and fire protection. 7. The request will not create adverse impacts to other properties. Please let us know if you have any questions or need additional information and thank you for your consideration on this matter. ,, From: To: Subject: Date: Attachments: From: Bob Mahn Abdoul Gafour ~ FW: RE: Pre~App for Highlands 435 Zone Reservoir Replacement Tuesday, February 17, 201510:29:19 AM City of Renton PW Transportation.pdf Sent: Tuesday, October 21, 2014 2:44 PM To: Vicki Grover Cc: Jim Seitz; Abdoul Gafour Subject: RE: RE: Pre-App for Highlands 435 Zone Reservoir Replacement I have discussed the NE 12th Street frontage improvements design concept today with Jim. Jim is now planning on bike lanes on NE 12th rather than bikes sharing the roadway with other vehicular traffic. With that in mind, the roadway width between centerline of ROW to face of new curb on the north side of the street should be a minimum of 16feetto provide a 11-foot traffic lane, a 5- foot bike lane and no parking. No parking will allow the existing power poles to remain in their existing location and be within the new planting strip. Therefore, we support the .i.l.t.t.aJ:b.. frontage improvements design concept. The 18-foot dimension for location of the new curb may be appropriate to assure that the power poles are in the planter strip with sufficient clearance from the roadway. Final determination of 16 versus 18 feet can be made once surveyed plans are available. Bob Mahn Transportation Planning X-7322 From: Vicki Grover Sent: Tuesday, October 21, 2014 11:41 AM To: Bob Mahn Subject: FW: RE: Pre-App for Highlands 435 Zone Reservoir Replacement Hi Bob, I found this email to you regarding the Reservoir project. It does look like it fell through the cracks but we are on it now!! Vicki Grover, P.E. Civil Engineer II Plan Review Section City of Renton 1055 -S. Grady Way 6th floor Renton, WA 98057 Phone: (425) 430-7291 E-mail: vgrover@rentonwa gov ____ ,_,....._ f bs''f'i' r r -r 1 <;.;; -_....., __ ::..., _ _,, ~~.J·" From: Vicki Grover Sent: Tuesday, September 23, 2014 12:52 PM To: Bob Mahn Subject: RE: Pre-App for Highlands 435 Zone Reservoir Replacement Hi Bob, This is a COR project, and the address is 3410 NE 1ith Street. They will phase the project and the end result will be all new reservoirs, booster pump station and new storm detention. My question to is do we need to do street frontage improvements on N. 12th Street? According to COR maps, N. 12th Street is a minor arterial. Thanks and let me know if you have questions. Pre-a pp is this Thursday ..... . Vicki Grover, P.E. Civil Engineer II Plan Review Section City of Renton 1055 -S. Grady Way 6th floor Renton, WA 98057 Phone: (425) 430-7291 E-mail: vKrover@rentonwa KoV ' 'J. D. Wilson From: Sent: To: Subject: From: Kris Sorensen Abdoul Ga/our Tuesday, December 01, 2015 3:05 PM J. D. Wilson FW: Draft request for code modification on streets standards for reservoir project on NE 12th St Sent: Monday, November 16, 2015 2: 14 PM To: Abdoul Gafour Subject: RE: Draft request for code modification on streets standards for reservoir project on NE 12th St Hi Abdoul- I read through the attachments. It is a good request to be submitted with the land use application for the project. With the Transportation Dept. supporting the request, it is a reasonable request to extend the Sunset area cross section further east to your site and also not interfere with the existing structures on the property. Thanks for sending it to me. Let me know if I can help further, Kris Sorensen Associate Planner, Planning Division Department of Community & Economic Development City of Renton 425-430-6593 ksorensen@rentonwa.gov From: Abdoul Gafour Sent: Thursday, November 12, 2015 12:28 PM To: Kris Sorensen; Vicki Grover Cc: J. D. Wilson Subject: Draft request for code modification on streets standards for reservoir project on NE 12th St Hi Vicki, Chris: Attached is the draft request for Code Modification related to the off-site improvements along NE 12th St for the Highlands reservoir project. Could you please let us know if you have any comments or need any additional information for this request. We will attach exhibit maps showing the proposed improvements as part of the SEPA and CU permit application. J.D. will schedule a meeting with you to go over the pre-submittal materials next week. Thanks for your help on this matter, Abdoul Gafour Water Utility Engineering Manager City of Renton Public Works 1055 5 Grady Way Renton, WA 98057 425-430-7210 agafour@rentonwa.gov r-· . -·· (' fr- _ __,__:, L ... .__,J ~ -r·-j,· : ---1- i r r·· 0-- I r -·- ?- IE,rrncrr· I I I ,~. i \ ( \ I L. i ! I J ; .. ' ,. l __ _ ~.~- ~~fr"-. . ---,.l{~"""'~~J ~-\~~; ~ ,\ 1--.~ \ .,,.. \. LI " • \ \.. I ·-r-"'-.j _, ~.. l I ·.--1 '\ \ ·I , • . . I ·IL -\. \ \' ...• I -, \\. ~··· ~cr"'1 :.. \ \ """---·lei \ ,, s "---=· I . ., i I ..-, _ ___.,,\ ' • .• MayCtoelr """ \ ,·--~ -- \ .. J ~1·.·. l. ·.iom1 r. I } . .,,,~ M,qyCflHJk ""' . I ·r\ l----1. 'r<'. -, . ' ,_,t ~--~ ~I ~i ' ~ (._·t_~ h ,-~· _ _.;.:.:, __ ~--<::''!'-."' I ',,v I • I I NC:!1/HS/ \ "-, I [-~ + .::..,"'!"' 01'1 r ~ "---·· ( ~ S-nt..J... r· • l 'll'<-f! ~ll .. ~-~----:~. -. r· .i-\· / I I .1r-.~i~ --~it-1 I ii I Path H·\CEO\Pla,1n1ng\G/S\GIS pro1ects1Sunset Area\mxds'proposed Sunset Area street class!fica,'10n 24x3(1~ Date, 09/19/2013 FMI !500 Refentne:eScaltr 1·3600 Community & Economic Development C. E. •Chip" Vinunt Adriana AbraimO\lkh Admlnlstrotor/Plannlng Dk«tor GIS Analyst ----~.ft?.i!to:.t.1 ® 1,000 Proposed Sunset AreaStree + [.-=_--l Sunset Area Boundary -Mino,Arterial, 91'-125' ......... Current R-0-W width -Collector. 83'-94' c::J Mitigation measure Harrington Ave NE and 12th St Intersection Mixed use-Commerc,al, 69'-80' LJ Mitigation measure Edmonds Ave NE and NE 12th St •·'elf:.:_, Sunset 60, 58'-60' Street Classification, Proposed Width Principal Arterial, 91-125' Residential. 53' Limited Residential, 45' \,. S' NI! 19111$1; t NE 1$th $1 .. ~ ~ ---7 --. -·· -.. 1· ~ ihSt i ~ .. NE.1Blh S\ · ... 1! .,. i ~ w *' NORTH NE 1711!P! · ,N,E 17th $t .. ~'/}. . I -.,.'i; NE 161> N'r · . · ~ 1-.~ ,"t ~J)! · I" ~ ~·· ll-1 ·"' ii ·l :l.._ffi ! NE14tl\.st ,_ ~ 1 ... --,e: NE 13ti, St ... -iu NE 14th St NE 14iiiPl W3tl!tl"Mnl Z-~ ~ 1C NE 13th Pi . -~: ·....;"'~.----i'·-·/-f.·~J~F---;;L~.~~--~!::~:JM:,211, st: r . -z .. l: ·1· . <> !': w ·!I! -~ ,.. . . " z. j!: ' ..... -·i f· . b .I 1:····· l •-a r: ·· ... l ;q;, · i..:l Y4E. 11111 ~: ~· ii: J· /' .f' . ] . l NE 11111 St ii: NE.11th St NE.10ih pt For 4" x 6" notice space RECEIVED CITY OF Ri:NTON PlANN/NC O!ViS!0N Highlands Reservoir and Emergency Generator Replacement a::a:::i .. ac==::::11 .. a::===---c::== .... Feet 200100 O 200 400 600 800 1.000 1.200 1.400 1 inch=200feet REOEIVED cnv CJF ~~~-h:·.-c.,N PL,\r~:'~i~,,:·~ ::: ·F':1 J~J Rendering of Proposed Backup Generator Prior to Property and Site Frontage Landscaping Note: Artistic rendering intended lo show general nature of site conditions following proposed improvements. Actual conditions may vary. Rendering of Proposed Backup Generator Prior to Property and Site Frontage landscaping Norec Actistic «nde,;ng ;ntended ro show gene,o/ noru,e of s,fe cond;tions /ollow;ng woposed frnpro,ements. Actuo/ cond;tions moy oory. Property and Site Frontage Landscaping Note: Artistic rendering intended to show general nature of site conditions following proposed improvements. Actual conditions may vary. Property and Site Frontage Landscaping No tec Acffmc cende,;,,9 ;ntended to show 9ene,01 notu,e of s;te cond;ffons /ollow;n9 p1oposed '"'Plo,ements. Acluo/ cond%ns moy oo,y. _____ ,...«'enton 0 DEPARTMENT OF COMMU"''TY AND ECONOMIC DEVELOP NT ENVIRONMENTAL CHECKLIST Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 I www.rentonwa.gov PURPOSE OF CHECKLIST: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS: lilltlQl This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. INSTRUCTIONS FOR LEAD AGENCIES: Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Slte\envchlstHighlandsResRpl.doc 6. Proposed timing or schedule (including phasing, if applicable): ]h§!Ql See item 11 below for a detailed description of the proposed project and specifically for a description of 'Part 1 -Emergency Generator Replacement and Radio Relocation' and 'Part 2 -Construct Water Storage Tank' The proposed schedule for 'Part 1': Estimate construction start date is March 1, 2016. Estimated construction end date is September 1, 2016. The estimated duration of operation is 30 years at which time the generator will be replaced with another generator. The proposed schedule for 'Part 2': Estimate construction start date is May 1, 2017. Estimated construction end date is October 1, 2018. The estimated duration of operation is 80 years at which time the water storage tank will be replaced with another water storage tank. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. ]h§!Ql Yes, a master plan for the Highlands Reservoir Site has been developed and is documented in 'City of Renton Highlands Reservoir Site Master Plan', October 2015. In summary, further activities include: demolition of the 1.5 million gallon (MG) and 2 MG water storage tanks after the completion of the replacement of the Mount Olivet water storage tank, replacement of the Highlands 3,900 gallons per minute booster pump station and replacement of the Highlands 750,000 gallon elevated water storage tank. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. [bfill2] Geotechnical Study-ZZA-Terracon -19 Jan 2009 Drainage Technical Information Report -October 2015 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. ]h§!Ql No. 10. List any government approvals or permits that will be needed for your proposal, if known. ]h§!Ql H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc Renton UFH radio antenna equipment, power meter relocation, fence replacement and the planting of trees for visual screening on the inside of the relocated fence along NE 12'h Street. This part of the project will go out for bids soon after a conditional use permit has been granted and construction is expected to begin within one month of bid opening. Part 2 -Construct Water Storage Tank -Includes all of the remaining work not included in part one -including the 6.3 MG water storage tank, the street improvements, detention vault, utility work, on-site access road, landscaping other than that along NE 12'h Street, etc. Design ofthis part of the project is expected to begin within two months of the granting of a conditional use permit. The design and bid process is expected to take one year with construction beginning within two months of receipt of an acceptable bid. For information purposes only: This project is the first phase of a multi-phase plan for the use of the site. The next phase will be the demolition of the existing 1.5 MG and 2 MG reservoirs after the reservoir at the Mount Olivet site has been replaced. Other future phases include: replacement ofthe existing booster pump station, replacement of the existing elevated water storage tank and the construction of an additional partially buried water storage tank. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. ~ Site Address: 3410 NE 12'h Street, Renton, WA 98056 King County Parcel ID: 0423059186 Legal description: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 30 FEET THEREOF OF STREET RIGHT-OF-WAY. 8. ENVIRONMENTAL ELEMENTS~ 1. EARTH a. General description ofthe site~ (check or circle one): Flat b. What is the steepest slope on the site (approximate percent slope)?~ H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Oesign\SEPA CUP Master Site\envchlstHighlandsResRpl.doc Impervious surface coverage after proposed Part 1-Emergency Generator Replacement and Radio -33.2 percent Impervious surface coverage after proposed Part 2-Construct Water Storage Tank and before Mount Olivet Tank is replaced -69.1 percent Impervious surface coverage after proposed Part 2 -Construct Water Storage Tank and after Mount Olivet Tank is replaced -42.1 percent h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: ~ During construction: TESC. Long term: landscaping, including turf and ground cover. 2. AIR a. What types of emissions to the air would result from the proposal during constructionL operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known.~ During construction: exhaust from internal combustion engines on vehicles and equipment. During operation and maintenance: Exhaust from diesel engine on emergency electrical generator-normally 15 minutes per week during weekly test of the generator; for the duration of a commercial power outage. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. ~ None. c. Proposed measures to reduce or control emissions or other impacts to air, if any:~ During construction: employ good project management to construct the project in an efficient manner. 3. WATER a. Surface Water:~ 1) Is there any surface water body on or in the immediate vicinity Qf the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. ~ H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservo·1r Replacement Prelim Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc None. c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe.1rulli2} Storm water runoff: Storm water will runoff the proposed 6.3 MG water storage tank, proposed generator shelter, fuel storage tank and load bank and the proposed access road. The storm water will be collected and conveyed to storm water detention vaults and then be released in a controlled manner to the North Renton Basin (aka John's Creek Basin) Threshold Discharge Area (TOA) and the Honey Creek Basin TOA. Storm water in the Honey Creek Basin flows into Honey Creek, a tributary of May Creek. May Creek flows into Lake Washington. Storm water in the John's Creek Basin flows into John's Creek which flows into Lake Washington. Storm water being routed to the North Renton/ John's Creek Basin will be pumped to an on-site structure located at the south side of the site and then flow via gravity. When water is drained from the water storage tank for the purpose of inspecting or maintaining the interior ofthe tank that water will be pumped to a wastewater interceptor located at the intersection of NE Sunset Blvd and NE 12'h Street. On the rare occasion that water overflows from the new water storage tank that water will be pumped to a wastewater interceptor located at the intersection of NE Sunset Blvd and NE 12'h Street. Please see the Proposed Drainage Plan and the Technical Information Report for details. 2) Could waste materials enter ground or surface waters? If so, generally describe.1rulli2} It is possible that a maintenance vehicle visiting the site could drip engine oil on the pavement. Visits by maintenance vehicles to the site are very infrequent. H:\File Sys\WTR-Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc For Part 1 -Arborvitae will be planted to help screen the generator shelter, fuel cell and load bank. See the landscape plan and artistic renderings showing the general nature of site conditions following proposed improvements. Part 2 -The east and west sides of the site will have 15 foot wide partially sight- obstructing landscaping buffers. The north side of the site will have a 10 foot wide fully sight-obstructing buffer. The species of trees and plants in these two buffers are yet to be determined. The south side of the site, inside the fence, will have a 10 foot wide street frontage landscaping buffer with mix of deciduous and evergreen trees, shrubs and groundcover. The species of trees and plants are yet to be determined. Additionally, there will be an 8 foot wide planting strip along NE 12th Street (south side of site). The plant strip will contain grass and street trees. All disturbed areas on the site will be hydroseeded with grass. See the landscape plan and artistic renderings showing the general nature of site conditions following proposed improvements. e. List all noxious weeds and invasive species known to be on or near the site. On site -none. Near the site -not known. 5. ANIMALS a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: ~ Birds: hawk, heron, eagle, songbirds, other: Starlings. crows. pigeons Mammals: deer, bear, elk, beaver, other: Mice. rats Fish: bass, salmon, trout, herring, shellfish, other None b. List any threatened and endangered species known to be on or near the site.~ None. c. Is the site part of a migration route? If so, explain.~ No. d. Proposed measures to preserve or enhance wildlife, if any: Il1filru 11 H:\File Sys\WTR-Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. None. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life ofthe project. None. 4) Describe special emergency services that might be required. None. 5) Proposed measures to reduce or control environmental health hazards, if any: None. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? f!N!Ql None. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. I!N!Ql Short term: construction noises -any consecutive 8-hour period between the hours of 7:00 AM and 6:00 PM which includes a maximum 1-hour lunch break. Work days will Monday, Tuesday, Wednesday, Thursday and Friday (a five-day work week). 13 H:\File Sys\WTR-Drinking Water Utility\WTR-13-Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prellm Oeslgn\SEPA CUP Master Site\envchlstHighlandsResRpl.doc No. 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: No. c. Describe any structures on the site.~ 565 pressure zone water storage tank-an elevated steel tank with a nominal storage capacity of 750,000 gallons. The tank is approximately 141.5 feet tall. 435 pressure zone 1.5 MG water storage tank -a partially buried Portland cement concrete (PCC) water storage tank with a nominal storage capacity of 1.5 million gallons. 435 pressure zone 2 MG water storage tank -a partially buried PCC water storage tank with a nominal storage capacity of 2 million gallons. Booster pump station -a 22 ft by 14.6 ft partially buried reinforced PCC building. Re-chlorination building (no longer used for this purpose) -a 18 ft by 11.8 ft partially buried reinforced PCC building. Emergency electrical power generator shed on PCC slab -a 18 fcby 14 ft steel shell Six telecommunications cabinets on PCC slabs. Sizes: 8'10" x 8'10"; 9'10" x 9'10"; 6'10" x 9'10"; 9'8" x 14'10"; 9'7" x 20'1"; and 9'11" x 14'6". One AMI collector radio cabinet on 4'4" x 4'4" PCC slab. Three wooden sheds on PCC slabs for City of Renton radio equipment and emergency generator. Sizes: 12'4" x 8'2", 12'1" x 9'4" and 8' x 12'6" Two 50 ft tall radio towers for City of Renton radios. d. Will any structures be demolished? If so, what?~ 15 H:\File 5ys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prer,m Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc i. Approximately how many people would reside or work in the completed project?~ None. j. Approximately how many people would the completed project displace?~ None. k. Proposed measures to avoid or reduce displacement impacts, if any:~ Not applicable. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: ~ Trees will be planted to help screen views of the structures being added to the site. The portions of the Portland cement concrete walls of the new water storage tank that are above grade will be cast using a form liner pattern to produce a pleasing appearance. Decorative trellises will be placed on these walls upon which will be grown climbing decorative plants. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: Not applicable. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. ~ None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. ~ 17 H:\file Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc New trees and landscaping will be planted to help screen views of the structures being added to the site. The portions of the Portland cement concrete walls of the new water storage tank that are above grade will be cast using a form liner pattern to produce a pleasing appearance. Decorative trellises will be placed on these walls upon which will be grown climbing decorative plants. The trees that are being planted will obstruct the view of the site. It will take several years for the trees to grow high enough to provide the full intended effect. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur?~ None. b. Could light or glare from the finished project be a safety hazard or interfere with views? ~ No. c. What existing off-site sources of light or glare may affect your proposal?~ None. d. Proposed measures to reduce or control light and glare impacts, if any:~ Not applicable. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? ~ None. 19 H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. U:lfilQl Access to the site is off of NE 12'h Street. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? U:lfilQ} Yes, there is a Metro bus stop w·1th shelter located on NE 12'h Street just to the west of the eastern entrance road and gate to the site. The bus stop will be affected by construction and frontage improvements. c. How many additional parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate? U:lfilQl None. None. d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). U:lfilQ} The proposal requires addition of a bicycle lane, a planting strip with street trees and grass and a sidewalk and curb and gutter all in the public right-of-way. e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe.~ f. No. g. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and non-passenger vehicles). What data or transportation models were used to make these estimates? U:lfilQl None. h. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. 21 H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 · Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc C. SIGNATURE It@.!Q] The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on th~e~oQmake {~decisTf J ProponentSignature:-\} 1-/r··--r~\· ~ • • Name of Signee (printed):\ john D. Wilson ' . Position and Agency/Organization: GIS / Utility Engineer/ City of Renton Utility Systems Division Date Submitted: 2 December 2015 23 H:\File Sys\WTR -Drinking Water Utility\WTR-13 -Studies & Project Development\WTR-13-0119 -Highlands 435 Zone Reservoir Replacement Prelim Design\SEPA CUP Master Site\envchlstHighlandsResRpl.doc Landscape analysis, lot coverage, and parking analysis Highlands 435 Reservoir and Emergency Generator Replacement Project • Total square footage ofthe site and the footprints of all buildings • Site total -204,SSS SF • Exiting building/ structure footprints -55,191 SF • Total square footage of existing and proposed impervious surface area(s) • Existing (including 55,191 SF of existing bldgs / structures) -67,909 SF • Proposed -73,832 SF • Square footage (by floor and overall total) of each individual building and/or use • See attached spreadsheet • Percentage of lot covered by buildings or structures • Before Mt Olivet Reservoir replacement -49.25% • After Mt Olivet Reservoir replacement -25.04% • See attached spreadsheet • Number of parking spaces required by City code -one for maintenance vehicle. It exists and will remain. The maintenance vehicle parks in a gravel surface area near the existing booster pump station when visits to site are made. • Number and dimensions of standard, compact, and ADA accessible spaces provided • See above. • Square footage of parking lot landscaping (perimeter and interior) • N/A RECEIVED CITY OF RENTON PLANNING DIVISION Overall Site Proposed Non-Residential Bldgs and Surfaces New reservoir New acces_s road _inclucling area ar_ou_n~ n_e\,\/ n,s~rvoi_r: New tank slab -------- New load bank slab plus retaining wall_ ,Exisitng Non-Residential Bldgs and Surfaces Existing wooden sheds Existing TCCs -6 each _ Existing gravel area -west side El<i~in_ll ~ravel area -east side Existin_ll /\S_l)h_alt gut~r_arc>ll_rl_~ both r_eservoirs Existing Steps near Generator_ fisting Sidewalk plus one set of steps Existing East Dri_ve Existing West Drive Existing BPS Drive Existing AMI Cabinet __ _ Existirlg Gener~t_c>r _!ihed slab Exi_s_tirl[_H_i_ghlands _El_P~ Exisitng Highlands Chlor!naticrn_Bl_clg __________ _ Existing Highlands 565 Zone 750KG reservoir Exisitng Highlands 435 2.0 MG reservoir Existing Highlands 435 1.5 MG_re_s_erv_ci_ir_ Area -SF 204,555· 45,218 28,271 98' 245. 314 722 2,585 Highlands 435 Zone Reservoir and Generator Replacement Impervious Areas Calculations End of Part 2 -End of Part 2 '. End of Part 2 -' Exisitng Existing before Mt Olivet Tank Impervious Impervious End of Part 1 End of Part 1 -Replacement Areas -SF : Coverage~% Coverage -SF , Impervious -% . Coverage -SF Before Mt Olivet- Impervious - % 343 73,832: ,after Mt 'Olivet Tank ,End of Part 2 After Mt Olivet , Replacement :-Impervious - ' Coverage -SF , % 73,832 --------------------1- 1,267 5,734 33 1,321' 292 374, 799' 19, 252 323 213 4,133 27,609 21,921, I - -_, i _j_ I I- + _l _ I ---------------------- 67,909, 33.20% 67,595' 67,939 I I 33.21% 67,595 141,428 69.14%' 12,331, -j- 86,164! 42.12% Structure New reservoir New tank slab NelN l_c>a~ bank slab plus retaining wall ~xisting_AMI Cabinet Existing TCCs -6 each Existing Generator shed sla_b Existing Highlands BPS ~xisitn_lL Highla_nd_s Chlorination Bldg Existing Highlands 565 Zone 750KG reservoir ~x~it_n[ ~_lil~cts ~35 2.0 MG re~ervCJ_ir_ Existing Highlands 435 1.5 MG reservoir Highlands 435 Zone Reservoir and Generator Replacement Building Structure Coverage Calculations , Percentage of Lot 1 Covered by Bldgs or Bldg Area -Before : Structures -Before Mt Olivet Res , Mt Olivet Existing Area -SF Proposed Area • SF Replacement -SF Replacement Percentage of Lot Bldg Area -After Covered by Bldgs or Mt Olivet Res Structures -After Mt . Replacement -SF : Olivet Replacement 19 1 i 722, 252 323 213 4,133 27,609 __ _3!,~1_: - -55,191; 45,218 98 245 45,561 45,218 98 245 19 -I 722, 252 1 323 1 213 4,133 1 ~7,609: 21,9211 100,753 49.25% 45,218 98, 245 19 722 252 323, 2131 4,1_3t 51,223, 25.04% ---City of Renton TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter1 on project site: 1. __ 11_6 ____ trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 -~2~-trees Trees in proposed public streets O trees Trees in proposed private access easements/tracts o trees Trees in critical areas3 and buffers o trees Total number of excluded trees: 3. Subtract line 2from line 1: 2. ______ trees 3 ____ 11_s-_2_=_1_14_trees 4. Next, to determine the number of trees that must be retained4 , multiply line 3 by: 0.3 in zones RC, R-1, R-4, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. __ 1_1_4 _' o_.1_=_1_2_ trees 5. List the number of 6" or larger trees that you are proposing 5 to retain4 : 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 5. 17 trees 6. ---,-,-12_-1~1~=--s~-trees No additional replacement trees 7. Multiply line 6 by 12" for number of required replacement inches: 7. ______ inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper 1rees required) 8. ------inches 9. Divide line 7 by line 8 for number of replacement trees6 : (if remainder is .5 or greater, round up to the next whole number) 1· Measured at chest height. 9. per tree ______ trees 2· Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborisl, and approved by the City. 3· Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (RMC). 4· Count only those trees to be retained outside of critical areas and buffers. s. The City may require modification of the tree retention plan 10 ensure retention of the maximum number of trees per RMC 4-4-130H7a s. Inches of street trees, inches of trees added to critical areas/buffers, and inches of trees retained on site that are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. R 'EC E \VE 0 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\TreeRetentionWorksheet.doc 12/08 Cl1'V Of R£N10N PLANNiNG plV!Si::JN Greenforestlncorporated November 18, 2015 Alicia Pettibone RH2 Engineering, Inc. 22722 29th Drive SE, Suite 210 Bothell, WA 98021 RE: Tree Assessment and Arborist Report, Renton Highlands Reservoir Dear Ms. Pettibone: You contacted me and contracted my services as a consulting arborist. Proposed construction will add an additional water reservoir at the above referenced site. Several trees will be impacted and are proposed for removal. My assignment is to inspect and assess the significant impacted trees, and prepare a report to support a tree retention plan. You provided me a Tree Cutting, Land Clearing and Demolition Plan showing the locations of 99 impacted trees. I visited the site today and inspected these trees, which are the subject of this report. The site is relatively flat, and the majority of trees are located at the north end of the parcel, within two distinct groves, separated by lawn. The subject trees include 3 Pacific madrone, 2 western red-cedar and 94 Douglas-firs, ranging in diameter from 8 to 36 {DBH) inches. Nearly every tree is in good condition. TREE INSPECTION I visually inspected each tree from the ground and rated both tree health and structure. A tree's structure is distinct from its health. This inspection identifies what is visible with both. Structure is the way the tree is put together or constructed, and identifying obvious defects can be helpful in determining if a tree is predisposed to failure. Health addresses disease and insect infestation. No invasive procedures were performed on any trees. The results of this inspection are based on what is visible at the time of the inspection. 4547 South Lucile Street, Seattle, WA 98118 Tel. 206-723-0656 Alicia Pettibone, RH2 Engineering, Inc. RE: Tree Assessment and Arborist Report, Renton Highlands Reservoir November 18, 2015 Page 2 of 8 The attached inventory provides the following information about each tree: Tree number as indicated on the attached plan. DBH Stem diameter in inches measured 4.5 feet from the ground (DBH). Tree Species Common name. Tree Category Indicates if tree is Significant', Landmark2 or Dangerous3 Dripline Average canopy extension (radius) in feet from the trunk. Health & Structure Rating '1' indicates no visible health-related problems or structural defects; '2' indicates minor visible problems or defects that may require attention or maintenance if the tree is retained, and/or the tree should only remain as a grove tree, and not stand alone; and '3' indicates significant visible problems or defects and the tree is considered Dangerous by City code. Visible Defects Obvious structural defects or diseases visible at time of inspection, which includes: Asymmetric canopy-the tree has an asymmetric canopy from space and light competition from adjacent trees. Bow in trunk-a trunk lean characterized by the top of the tree leaning over. (Common with edge trees) Co-dominant leaders -the tree has multiple stem attachments, which may lead to tree failure and require maintenance or monitoring overtime. Diseased -foliage and trunk/stems are diseased. Double leader-the tree has multiple stem attachments, which may require maintenance or monitoring over time. Oozing resin -is sometimes an indication of stress/decline. Thinning Canopy-low foliage density indicated infection/declining health. Suppressed -Tree is suppressed by adjacent tree canopies. Trunk decay -Wood decay is visible in the trunk. 1 Tree, Significant: A tree with a caliper of at least six inches (6"), or an alder or cottonwood tree with a caliper of at least eight inches (8"). 2 Tree, Landmark: A tree with a caliper of thirty inches (3011 ) or greater. 3 Tree, Dangerous: Any tree that has been certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a certified arborist. Greenforest @ Registered Consulting Arborist Alicia Pettibone, RH2 Engineering, Inc. RE: Tree Assessment and Arborist Report, Renton Highlands Reservoir November 18, 2015 Page 3 of 8 The following table summarizes tree totals by tree species and tree category. Significant Landmark Dangerous Total Trees Douglas-fir 89 5 0 94 Madrone 2 0 1 3 Western red-cedar 1 0 1 2 99 Thank you very much for your business. Please let me know if you have any questions. Sincerely, Favero nForest, Inc. Greenforest By Favero1e~S. ISA Certified Arborist # PN -0143A ASCA Registered Consulting Arborist • #379 ISA Tree Risk Assessment Qualified Attachments: 1. Assumptions & Limiting Conditions 2. Tree Inventory 3. Tree Cutting, Land Clearing and Demolition Plan Digitally signed by Favero Greenforest DN: cn=Favero Greenforest, o, ou, email=greenforestinc@mindspring.co m,c=US Date: 2015.11..20 15:22:06 -08'00' G reenforest @ Registered Consulting Arborist Alicia Pettibone, RH2 Engineering, Inc. RE: Tree Assessment and Arborist Report, Renton Highlands Reservoir November 18, 2015 Page 4 of 8 Attachment No. 1 -Assumptions & Limiting Conditions 1) A field examination of the site was made 11/18/2015. My observations and conclusions are as of that date. 2) Care has been taken to obtain all information from reliable sources. All data has been verified insofar as possible; however, the consultant/arborist can neither guarantee nor be responsible for the accuracy of information provided by others. 3) Unless stated other wise: 1) information contained in this report covers only those trees that were examined and reflects the condition of those trees at the time of inspection; and 2) the inspection is limited to visual examination of the subject trees without dissection, excavation, probing, or coring. There is no warranty or guarantee, expressed or implied that problems or deficiencies of the subject tree may not arise in the future. 4) The consultant/appraiser shall not be required to give testimony or to attend court by reason of this report unless subsequent contractual arrangements are made. 5) Loss or alteration of any part of this report invalidates the entire report. 6) Unless required by law otherwise, possession of this report or a copy thereof does not imply right of publication or use for any purpose by any other than the person to whom it is addressed, without the prior expressed written or verbal consent of the consultant/appraiser. 7) This report and any values/opinions expressed herein represent the opinion of the consultant/appraiser, and the consultant's/appraiser's fee is in no way contingent upon the reporting of a specified value, a stipulated result, the occurrence of a subsequent event, nor upon any finding to be reported. 8) Construction activities can impact trees in unpredictable ways. All retained trees should be inspected at the competition of construction, and regularly thereafter as part of ongoing maintenance. 9) All trees possess the risk of failure. Trees can fail at any time, with or without obvious defects, and with or without applied stress. Any treatments performed to abate current defects do not eliminate said defects, nor does it provide any guarantee against failure. Sometimes trees fail because they are trees. G reenforest @ Registered Consulting Arborist Alicia Pettibone, RH2 Engineering, Inc. RE: Tree Assessment and Arborist Report, Renton Highlands Reservoir November 18, 2015 Page 5 of 8 Attachment No. 2 -Tree Inventory ::;' n -I !:;' I ~ "' "' nl "' 11> i "' "§: ~ C z 5· ::r ~ 0 !:; ? -< "' DBH Species "' Visible Defects 7604 26" Douglas-fir Significant 18' 1 1 8451 28" Douglas-fir Significant 18' 1 1 8505 24" Douglas-fir Significant 16' 1 2 Asymmetric canopy 8506 14" Douglas-fir Significant 16' 1 2 Asymmetric canopy 8507 26" Douglas-fir Significant 18' 1 2 Asymmetric canopy 8508 22" Douglas-fir Significant 16' 1 1 8509 8" Madrone Significant 6' 1 1 8510 18" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9005 24" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9006 12" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9007 12" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9008 12" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9009 18" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9010 12" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9011 10" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9012 14" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9013 10" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9014 16" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9015 18" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9016 16" Douglas-fir Significant 14' 1 2 Asymmetric canopy 9017 24" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9120 24" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9121 12" Douglas-fir Significant 14' 1 2 Asymmetric canopy 9122 16" Douglas-fir Significant 14' 1 2 Asymmetric canopy 9123 20" Douglas-fir Significant 16' 1 2 Asymmetric canopy Double leader, 9124 18" Douglas-fir Significant 16' 1 2 asymmetric canopy 9125 24" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9126 14" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9127 10" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9128 20" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9129 22" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9130 12" Douglas-fir Significant 10' 1 2 Asymmetric canopy 9205 16" Douglas-fir Significant 14' 1 2 Asymmetric canopy 9206 22" Douglas-fir Significant 16' 1 2 Asymmetric canopy Greenforest @ Registered ConsultingArborist Alicia Pettibone, RH2 Engineering, Inc. RE: Tree Assessment and Arborist Report, Renton Highlands Reservoir November 18, 2015 Page 6 of 8 :;I n -i ~ I ~ .. ~ "' "' ... "' ~ .. C: "' "'11> ;:; ~ z .. 5· :::r a C: ? -< "' iil DBH Species Visible Defects 9207 16" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9208 20" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9209 14" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9210 20" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9211 14" Douglas-fir Significant 12' 1 2 Asymmetric canopy 9212 22" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9217 24" Douglas-fir Significant 18' 1 2 Asymmetric canopy 9218 16" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9219 24" Douglas-fir Significant 18' 1 2 Asymmetric canopy 9220 18" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9221 24" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9222 10" Douglas-fir Significant 8' 1 2 Asymmetric canopy 9223 16" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9224 16" Douglas-fir Significant 14' 1 2 Asymmetric canopy 922S 20" Douglas-fir Significant 16' 1 2 Asymmetric canopy 9226 14" Douglas-fir Significant 10' 1 2 Asymmetric canopy 9252 18" Douglas-fir Significant 14' 1 2 Asymmetric canopy Oozing resin, 9253 24" Douglas-fir Significant 16' 2 2 asymmetric canopy 9254 28" Douglas-fir Significant 16' 1 1 9255 24" Douglas-fir Significant 16' 1 1 9256 16" Western red-cedar Dangerous 8' 2 3 Trunk decay 9257 24" Douglas-fir Significant 16' 1 1 Bow in trunk, decay, 9258 22" Madrone Dangerous 16' 2 3 diseased 9259 20" Madrone Significant 14' 2 1 Diseased 9260 30" Douglas-fir Landmark 18' 1 1 9261 14" Douglas-fir Significant 10' 1 2 Suppressed 9262 10" Douglas-fir Significant 12' 1 2 Suppressed 9263 16" Douglas-fir Significant 14' 1 1 9264 14" Douglas-fir Significant 12' 1 1 9265 24" Douglas-fir Significant 16' 1 1 9266 18" Douglas-fir Significant 14' 1 1 9267 16" Douglas-fir Significant 14' 1 1 9268 10" Douglas-fir Significant 12' 1 2 Defective rootcrown 9269 10" Douglas-fir Significant 10' 2 1 Suppressed 9270 16" Douglas-fir Significant 12' 1 2 Asymmetric canopy G reenforest @ Registered Consulting Arborist Alicia Pettibone, RH2 Engineering, Inc. RE: Tree Assessment and Arborist Report, Renton Highlands Reservoir November 18, 2015 Page 7 of 8 ~ n ~ ';/ I ~ CJ> !:: (l) (l) CJ> (l) (l) ~ ., C ;:.-g 2 OQ ;;· :,- ? ~ (l) !; "< "' DBH Species Visible Defects 9271 18" Douglas-fir Significant 16' 1 1 9272 22" Douglas-fir Significant 16' 1 1 9273 26" Douglas-fir Significant 18' 2 1 Oozing resin 9274 20",24" Douglas-fir Significant 18' 1 2 Double leader 9276 34" Douglas-fir Landmark 18' 1 1 9277 26" Douglas-fir Significant 14' 1 2 Asymmetric canopy 9278 12" Douglas-fir Significant 12' 1 2 Suppressed 9279 26" Douglas-fir Significant 18' 2 1 Oozing resin 9280 28" Douglas-fir Significant 16' 1 1 9331 22" Douglas-fir Significant 16' 1 1 9332 24" Douglas-fir Significant 18' 1 2 Co-dominant leader 9333 26" Douglas-fir Significant 18' 2 1 Oozing resin 9334 2411 Douglas-fir Significant 18' 1 1 9335 24" Douglas-fir Significant 18' 1 1 9336 20" Douglas-fir Significant 14' 2 1 Oozing resin 9340 36" Douglas-fir Landmark 18' 1 1 9341 26" Douglas-fir Significant 16' 1 1 9342 32" Douglas-fir Landmark 16' 2 1 Oozing resin 9343 14" Douglas-fir Significant 12' 2 1 Suppressed 9344 36" Douglas-fir Landmark 20' 1 1 9345 16" Western red-cedar Significant 10' 1 1 9346 28" Douglas-fir Significant 18' 2 1 Thin canopy 9347 16" Douglas-fir Significant 14' 2 1 Oozing resin Oozing resin, 9348 10" Douglas-fir Significant 12' 2 2 suppressed 9349 8" Douglas-fir Significant 10' 1 2 Suppressed 9350 10" Douglas-fir Significant 12' 1 2 Suppressed 9351 24" Douglas-fir Significant 16' 1 1 9352 20" Douglas-fir Significant 14' 1 1 9353 20" Douglas-fir Significant 16' 1 1 9354 28" Douglas-fir Significant 20' 1 1 Greenforest @ Registered Consulting Arborist ~· I First A ~rican First American Title Insurance Company October 13, 2015 J.D. Wilson City of Renton 1055 S Grady WAY Renton, WA 98055 Phone: (425)430-6852 Fax: Title Officer: Phone: Fax No.: E-Mail: Order Number: Escrow Number: Buyer: Owner: Property: 818 Stewart St, Ste 800 Seattle, WA 98101 Curtis Goodman (206)615-3069 (866)561-3729 cgoodman@firstam.com 2402483 2402483 Vacant Land Renton, Washington Attached please find the following item( s): Guarantee Thank You for your confidence and support. We at First American Title Insurance Company maintain the fundamental principle: Customer Rrst! RECE\VED ~ I First Amer .... an Guarantee Subdivision Guarant ISSUED BY First American Title Insurance Company GUARANTEE NUMBER 5003353-2402483 SUBJECT TO THE EXQUSIONS FROM COVERAGE, THE LIMITS OF LIABIUTY AND THE CONDffiONS AND STIPULATIONS OF THIS GUARANTEE, FIRST AMERICAN TITLE INSURANCE COMPANY a Nebraska corporation, herein called the Company GUARANTEES City of Renton the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability stated in Schedule A, which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. First American Title Insurance Company flr/Af'tL Dennis J Gilmoro Pr...aent ~J~ Joilre'; S Robinson se.:re,er; rm 5003353 (7-1-14) ge 2 of 9 L------~- This jad<et was creab!d elec.tronically and constitutes an original doa,ment arantee Number: 2402483 0.TA #14 Subdivision Guarantee (4-10-75) Washington ---~---------------·---~-----------~ SCHEDULE 0" EXCLUSIONS FROM COVERAGE OF THIS -· .. RANTEE 1. Except to the extent that specific assuran ___ are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters exduded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects1 liens, encu111brances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non-judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDmONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing exearted by the Company. (b) "land": the land described or referred to in Schedule (A)(C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not indude any property beyond the lines of the area described or referred to in Schedule (A)(C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records": records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2, Notice of aaim to be Given by Assured aaimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosewte. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. ( d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all Fom, 5003353 (7-1-14) !Page 3 of 9 fuarantee Number: 2402483 T--· CLTA #14 5ubdivision Guaran~~~~75)! --··---·------·--··-···--------------·-·--------------------~ GUARANTEE CONDffiONS AND STIPULATIONS (Continued) reasonable aid in any action or p >:1ing, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the tit1e to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulaticns have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters oovered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such assured under the Guarantee shall terminate. In addit1on, the Assured may reasonably be required to submit to examination under oath. by any authorized representative of the Company and shall produce for examination, inspection and oopying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, oorrespondence and memoranda, whether bearing a date before or after Date of Guarantee, whid1 reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, dlecks, oorrespondence and memoranda in the custody or control of a third party, whid1 reasonably pertain to the loss or damage. All information designated as oonfidential by the Assured provided to the Company pursuant to this Section shall not be disdosed to others unless, in the reasonable judgment of the Company, it is necessary in the administiration of the daim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that daim. 6. Options to Pay or otherwise Settle Claims: Termination of Liability. In case of a daim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purdlase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness ed by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant whid1 were authorized by the Company up to the time of purdlase. Sud1 purdlase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of daim has been given to the Company by the Assured the Company offers to purdlase said indebtedness, the owner of sud1 indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purdlase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, induding any obligation to continue the defense or prosecution of any litigation for whid1 the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant whid1 were authorized by the Company up to the time of payment and whid1 the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, induding any obligation to continue the defense or prosection of any litigation for whid1 the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured daimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exciusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the tit1e, or removes the alleged defect, lien or encumbrance, or cures any other matter assured against by this Guarantee in a reasonably diligent manner by Form 5003353 (7-1-14) __ lPage 4 of 9 fuarantee Number: 2402483 __ I __ " __ "--CL-TA-#14_s_u_bd_ivi~-ion_G_~ranyi;~~~ GUARANTEE CONDmONS AND STIPULATIONS (Continued) any method, including litigation and :ompletion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definiteiy fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a daim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured daimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the daim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $2,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $2,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may indude attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such daim, shall be restricted to this Guarantee. (c) No amendment of or endorsement 1D this Guarantee can be made except by a writing endorsed hereon or attached heretn signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall indude the number of this Guarantee and shall be addressed to the Company at First American Title Insurance company, Attn: Claims National Intake Center, 1 First American Way, Santa Ana, Celifornia 92707 Ciajms.NIC@firstam.mm Phone: 888-632- 1642 Fax: 877-804-7606 First American Title ., . . .... I ~ .,;cd FirstAmeJ Subdivision Guarantee ISSUED BY Schedule A First American Title Insurance Company Order No.: 2402483 Name of Assured: City of Renton Date of Guarantee: October 05, 2015 GUARANTEE NUMBER 2402483 Liability: $2,000.00 The assurances referred to on the face page hereof are: 1. TitJe is vested in: THE CITY OF RENTON, WASHINGTON, A MUNICIPAL CORPORATION Fee: $350.00 Tax: $33.60 2. That, according to the public records relative to the land described in Schedule C attached hereto (including those records maintained and indexed by name), there are no other documents affecting title to said land or any portion thereof, other than those shown under Record Matters in Schedule B. 3. The following matters are excluded from the coverage of this Guarantee A. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. B. Water rights, claims or title to water. C. Tax Deeds to the State of Washington. D. Documents pertaining to mineral estates. 4. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown herein. 5. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting titJe to said property. 6. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment, guarantee or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. ~ I First Amer/ n Subdivision Guarantee ISSUED BY Schedule B First American Title Insurance Company GUARANTEE NUMBER ; 2402483 RECORD MATTERS 1. Liability, if any, for pro-rata portion of Real Property taxes, which are carried on the King County Tax Rolls, as exempt. Tax account no. 042305-9186-01. The taxes for the current year reflect an exemption . Any curtailment of the exemption may result in an additional amount being due for the current year and for any re-assessment of land and improvement values. 2. Lease and the terms and conditions thereof as disclosed by Memorandum of Lease. Lessor: City of Renton Lessee: Sprint Spectrum LP., a Delaware Limited Partnership Term: 5 years Dated: Undisclosed Recorded: October 09, 1996 Recording Information: 9610091029 Said Lease, among other things, provides for 4 additional 5 year extension periods. 3. Lease and the terms and conditions thereof as disdosed by Memorandum of Lease. Lessor: City of Renton Lessee: Western PCS BTA I Corporation Term: 5 years Dated: September 18, 1997 Recorded: May 05, 1998 Recording Information: 9805051800 Said Lease, among other things, provides for an option to renew. For a period of: Said Lease, among other things, provides for the right to extend the lease for 5 additional 5 year terms. 4. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. 5. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of Survey Job No. 84030 recorded in King County, Washington as Instrument No. 8504189002, including but not limited to the following matters: (A) Ex. 8' Chain Link Fence along the north line does not conform to the property line. 6. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of Survey Job No. 13-162 recorded in King County, Washington as Instrument No. 20140303900003, including but not limited to the following matters: (A) 7.0' Chain Link Fence along the north, south, east and west lines does not conform to the property line (B) Concrete Re ng Wall extends up to 0.1' over the wes onto said premises. Informational Notes, if any A. Name and address of current taxpayer according to the King County Assessors record are: City of Renton 1055 5 Grady Way Renton, WA 98055 B. The vestee(s) herein acquired title by instrument(s) recorded under Recording Number(s) 4930Q8_~. C. General taxes for the year 2015, which have been paid. Tax Account No.: 042305918601 COde Area: 2100 Amount: $ Assessed Land Value: $ Assessed Improvement Value: $ 13.54 0.00 0.00 Form 5003353 (7-1-14) !Page 8 of 9 ___ fuarantee Number: 2402483 I --------~TA #14 Subdivision Guara~Y~;;,};_~n ~ I First American Subdivision Guarantee ISSUED BY Schedule C First American Title Insurance Company GUARANTEE NUMBER • 2402483 The land in the County of King, State of Washington, described as follows: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 30 FEET THEREOF OF STREET RIGHT-OF-WAY. form 5003353 (7-1-14) rPage 9 of 9 ruarantee Number. 2402483 . T CLTA #14 Subdivision Guarantee (4-10-75) -------·-· ___ L_ ________ ~ _ _ _ _____ _ __ __ _ __ _!____________________ Washington I I f @ I -I I I I _J t : • I • I : I : ttl I ~I I~ I I ~: I~ I I I I I I I I I f '- i:....,~f.'"'":.:.ff::.=..:~.~r~ ''°"°''"'="'""""'"""...om...,icr -TE>MDE11ArE0,......""1l1'>l"Tt~--., .. _,,,.,,, '"""'..-ux.o"'""'"""""" ''"TJ<'Jj"'-"'""" '"'"''""~"-""'""'''"'""""' LEGAL DESCRIPTION 1"-• ~"-""' nr "'"'''" ..,....., '"..,. io:< IJOl!»-ot "''""""~ ... ~ ''"" ,oo "'i ""'""""-'""(W-S1"""""" .. '''"""11 :::,i•11.""''rn·.,.....,~....,_C(Ujf' ~:, BASIS OF BEARING ..-,, ,...,,,,,,,,,,.._"" ..... "''"" ... ,Hur-~,..-SEC<'"" ,,c.u'""'"" """"'"""""'""""'~"'""''""""~'""""'" "'-'""'"""'"''"""''''"'''"""'' HIGHLANDS RESERVOIRS ·•· I • CERTIFJF/CATE ... 4Pl4RWT~ A ~ 4,t(AQ6 6YM'I OJt I~ CtJA/~oe.l'f,I~ Wl1N ,,. b~V!R£""6J,lrl a' ·U« Acr AT TH. ~6STOF IA/~U. 1',6 ~t}~ IJ<M,,t,,,,., _,,, -- £· ___ , ____ _ . ,:- l:'AtA.S.~ .,. df.lVJHalM.,a, ur ,1111 m.,.z,,r .SVIMlt'O' Po,rno,.,Qo7'11l JUsr41J~ - $.Iii /t,,r!J¥S4.# (),< ht:IOl<f. nw,z,,;. .e. S £.~ JV.H., ..t't'M! C&tP/1"r, ,v,4i,.,,1J.1fi,7'),4./ • • + DESCRIPTION 7>1,fr !'Ct'flOW UH 4Asr ;MUN '11£ /.IUlN/VUT Q<IAITIJt ,,, 'IHI StWJ'>l~Sf' QV.UII/IC,~ ?NISOVAFMP ~ o, .nctKJN f 11J11'#6/f!P rlN'M111, NAM!~ G 643T, J..t'O,/Jf Satl!'N P, 11.,.H. J.h. ~. AU 1/f<JATEI) /Al ,:'/NO, CDIJl,/1Y,I/IAlll'IMII fo,J, U~J rt.,l1)tf.411NME# awvw.a, 10 7'/A 3rATI O' IYASH/MS,trl,tv -41!.,(J{)JtldHrtJ,'/t/,fY. RECORDING CERTIFICATE Ft-/t>l: .f/!Kt16'> 71,14 ---·°""°"-----·-AQ/#$,,41 _____ ,lf, w &, _____ 0-$'11l>EY.r avp.,,.,., ______ Ar~R.-r, a, SURVEYOR'S CERTIF{FICAT l'A'ISHIClWUO'.L,;,~OP,ESh!TS A~ ti#~~ ,"'1Y Df1Ecrtt,./_ IAI C'"Nr<XH4J.la IV/t OF 11* S<I.MY lf-U« ACT 4r 7'lfa UQ< 2a,a1...~AriP tl(,s. ,,,e ~->:I """o I ~. :..18 67 :c: ,.._, "': 2 .49 AC .50 A:-: 9104 I ~I I ·•~ 3 ~~~~6 SFI 327.12 9042 118-~ i I •. t( I -~ I ,~ ~g I fm1-• ,'2., !il-t ,01 '8 9397 9111 ~ I "l '"°' t sm, ·1 o , 1, J -, 29,bi _ ~ i LOTB ·1:i.:1~ "'-' N SP 002·86 8806219004 3 ;;:, LOTA li! ._541...§P ,,1 '6:!' ~: 13360 SF 0005 118.~J I}.,_""" -3"°'~ a; :2 ~ :2 rl 7 0015 30 30 14~ L.2...,__!_0 N.E. 12TH ST 0045 0046 0050 0055 l !{ (127H AVE. N.) -----·---- /12TH AVE:. N.) 328,_J. 4.96 AC 9186 (SF.. 112TH ST.) 9251 I 04,!30'\ \10;4 3'!204 SF 9074 ~s z UJ a: :_220':: SF? 12 ~,7 Ano SF 2 g: 0060 <,j'.> ...... .!. _§]...:. 74 ..J z 0055 fili_ w 13TH. AVE. N. 0050 :il , P281) S~~ 929~ ,,c 00 !-< s:-59--=55 w _____ 1~~92.. 15 9167 s~ 129.91 C!075 N 87-59~ W 16 ~ 1_2_2.,__2/;i_ 3739 SF 0000 °'" 17 97-12 SF :,_}_Q_,_Ql 0085 18 9716 SF .Ll..Q..._~!j_ 0090 ::: I 8'1 I uj '12 l•li__j ~. 0.. ~I~ !, ffi z.1: CL I N.E. 14TH. ST. 114----:-:s ~ 'm lC•'.193 SF 0135 13C o,~s I 10 0150 ~ 11 ~' 0155 ~ 12 r.rno ~ r;o. 1 7 . -~~'' v.•. I\JE._1~Tti.~T, f.""'l,') 091150 6 :_:_012 0130 UC RC 5 0125 - VOL. 59-69 4 ]120 3 0115 01 '0 0!05 :c H4 oo,J~i " 6 ' 705E SF F9 l------io, -----··-··· 30 I 30 L H.U ~ n 11-<;.; 1 r ,~ IN 87 '.9·5'' 1. I 7 J o!.% 130 t 6., u SJ 1 91 i. ·!. ...""' , ;_.:_,:,o'.w ··~ QUI'I'OLUH I>IBD 'I'BIS IllDU'rUIII, •4• th1• ~ de7 of Ju~ , 19S8 between tbe tlnlte4 StatHol""'iiie!'loo, oot!AS t oiig1i tlii Publ!o BOWiing Adm11L\atra.t1on, under ODd plll'auant t<> the poir•r• Q4 authori :! oontainad 1n tha proTid-or the ~ Aot (S4 Stat. ll:'.!51 42 11.1.0. 1S2l) ....... ac1,4, and lleorll&lliHUOA flan Ro.Jot 1947 (12 P,R. 4981), Orantor, and tbe CitJ ot Renton, Vuhington, a 11U11io1pt.1 oOJ'pol'ation, OrantH, WITIIIISl'l'HI That ti aa14 ore.tor, tor and 1n OOA814-t1on ot t,he •• ot lliX lllm4re4 u4 Bo/100 Dollar• (1600.00) to it 41117 paid b7 tbe GralltH!. tho recoeipt ot vhiolt. h beNloJ' t.N'1MIV1- e4.!ie4, oozrH7a on4 qu1to t.iu to aa14 OrultH4 1'• a1111oea•or• ani1 >Hip.a, all ot th•·.Grantor•a rf.sht, title -.n4 1nkl'H11 in the following 4eaor1-.ret.l ut&t• aituak in tho 001111"7 ot ltiag, ltate ot Vaehington, to-wt.ta P.AdOIIL .I. !he Baat ona•halt ot tile 8outhveat ~,rot 1111• SouthvHt qUl'ter ot tbe 8outh.,.,t 'lu.al't•r ot a.ouon 4, 'l'onehip 23 llorth, ~ .5 But, ·VS.11-tte Neri41an, leu th4I aou.th 30 tut theNot ot atreet. rild,t-ot-7, oonta1D.1ng 4,69 t.Ol'H, MN.or baa, NIil _(UAL). (Dir.) 11¥ ....... 1. -.s...t 4?rtif:r r:iJ i, fo I .; ' ' • I I I I I ' & Q I ... AFTER RECORDING. RETURN TO· s,,, ... st,ow,,m HOOO NE 331d P1ace, St~. :200 Bellewue-. WA 98004 Sit<N..,..e ,it,ef Q.,.,,.+<,0 ~\..\ o...J.,. I}.""',,;'° RECEIVED THIS DAY Oct I I 42 PH '96 ·EXHIBIT B PCS Site l\gceement Memorandum of PCS Site Agreement This memorandtJm evidences thal a lease was made and entered inlo by written PCS Sile ftqeernent dated . 19_ . between (' i:ho ot ~,... ' (Owner") and Spiinl Spedrurn L.P .. a Delaware imited pa<tnefSlllp \SSlf'l, the terms and oonditions ofwllich are incorporated herein by relefeoce. ~C> ~~~es In part '.hat ~"' :•-IL!:;" a oetlain site (Silel c::ted ~; ~ St$ d Lt\aL.b·, .,.,._n within the property of Owner which is described in Exhibit 8.1 a~ hereto. with grant of easement for unrestricted fights of access there1o and to eledric: and telephone faa1ittes fQC oa 1erm of five (5) yean commencing on 19_ which term is sobject I<> four (4) -.SI five (5) year extension periods bySSLP. IN WITTESS WHEREOF. the p-have executed this Memocandum as of the day and yaar first above written. ·SSLP" By: Name; ~ty of Renton __ ::%. Sprint Spectrum LP .• a fJelawarec limited partnetshlp ~__;,.. Sy: .Je$1:Ee Tanner Name: ~fad'-'=...._...,K-"' ;...:·c.:;ipc"------- Diri:d:'IC v414 Tffle: Mayor ri11e: -.: Address: 11000 NE 33td Plac:e. sue 200. Belewe. WA 98004 0 ATDST 11'"-::: ORIGINAL Oiite:31"'196 Vet'$D'l'l.T Site-Name C..,l :t!;. o f-R ..... ~.:\.~I"\ 1-h~\ .. \~.,, ~..._,,oi.- Exhibit 6.1 Memorandum of PCS Site Agreement: Legal Description of Property l~gal Description ot Property Dart:.314/96 The east half of the southwest quarter of the southwest quarter of the southeast quarter of Section 4, Township 23 North, Range 5 East, WM. in King County, Washington; LESS county road. ORIGINAL VefWllZ.1 St:alUe C...N c,J;:. Q...._'°°" ExhibitB.2 Sitel0.~·00""1·01 \.\i~\..l~~~ R...~110~,-. Memorandum of PCS Site Agreement: Notary of Signatures CORPORA TE -SINGLE STATE OF 1¥45/ltAfmJN COUNTY OF _...,k.,.IAl=..fao..--------- I certify lhat I know or have satisfadory evidence that sbse 14.v~ ;s lhe person who appeared before me and said person acknowledged that said pees.on signed this instrument, on oat stated that ..45id person was authorized to executf the inslrument aod acknOW1edged ~ as the ~A<IPI of Ctry ~Fwy,N a corporation, to be th< free and voluntary act of such corporation tor eiTses and purposes mentioned in the instn.tment Dated this 2:'J:!A. day ot___,J~V.~i!tf"---------~'' 1996 (AFFIX NOTARIAL SEAL) STATE r,c Wti( ~ COUNTY OF \t:j t10· (PRINTED, TYPEll OR STAMPE!/ J1AL1E OF NOTARY) COl\8,IISSION HUUBER _~N~'/.i_~----- I ce,tjfy Iha! I know or have S3lisfaclory eviden<:e Iha! 1'eb l?J 1-tG:J is the pe,son who appeare< before me, and said pe.-son acknowledged that said person signed lhislnstrument, on oath stated that said person was aulhori,;e, to execute the instrument and .acknowledged it as the authorized employee of Sprint Spectrum LP .• a Oeraware hm1tec partnership, I<> be the free and voluntary act of such limited partnership for the uses and purposes mentioned in the instrument. 0, {,.,..._ ~ ~ Daled U,is day of_.,.~"'"'"-*-----,--·· 199.it I ... i (PRINTEO. TYPED OR STAMPED NAME OF NOTARY) COMMISSION NUMBER:-------- ORIGINAL Ver.s.ion 2_1 11! = ; I I I I II! I I • • • a-aMdla: W-talTAJ o.,..1111 JOOIHl' ___ IOO ....,,,,._..._ ~ ,a a.-OillnlalW -crn· or A.Et,1101.1 °"'IM' .............. _,._."_ -m;;nr;r-·~ ti Description: King, WA Document -Year.Month.Day.DocID 1998.505.lSOO Page: 1 0£ 4 Order: c zx Comment: .; .. , i::··, ,· ... ! ·" ~. :t:~:·~ , I• ••• ,.,.. ___ .. , w .... JCl8TAI~ 2001NW ___ IOO ....... WANffl•--l'IIJ.---~JIJ.!200 -~11""20 • • • c.;-t~:;"1M'r'o~'-·"'~~== l'CIIBTAI~~--_.. .. __ ._ __ ,. ....-1.a1••·-., .. (S),_, ... _ ............ . .. ._ __ -i_ ... ____ ..... ..,., .. ___ ... _.,_.__ ....... __ _ _ ........ -.. ._ ..... __ _ INWJ!!BI~--.... --... -IC*,"' •L- Description: King, WA Document Order: c :x Comment: Year.Month.Day.DocID 1998.505.1800 Page: 2 o:E 4 • STAD OP Wo\SWNOTON COUlflYOP ~ I ) )a. ) • • • 1 .... ., ............... _,,.-.... ~!fi~~;';;:;:lt: pmonwbo~~_, ..... ,............., Olloadt.-! .. ~-............... . v~:,:f ... plff)"&ar61:_..t,..... of. iadlll.:..:. * h ad BTA11! Of W ASlllN<JroN ) OOUNTYOF kit,g ia. 1_ .. ,_ ..... _,.-=:l}'i,J.lp,i;.;. ... ...... .,..,.i.. •• .-,... .... 1------. ........ .... n·r--~·-::-w.:.-:::r=~= .. ... _, ... "' __ ..... _ ... ____ _ (J Description: King,PIA Document -Year.Month.Day.DocID 1998.505.1800 Page: 3 of 4 Order: c zx Comment: • I• • \ EXJllll[I" A Lopl- • • • To ... lliloX-... __ "iff'T. ff. /lff7 -~--- W.wnPCSBTAt(:GlplilllMll,•T-. __ .. ...,_. __ _ no _ _,.,,.. __ .,,.. __ .,,.. __ ., -4.Twlolip:D---SW,W.ll.loltilo~,_.......,.l.a_ - --=-.a-A·I Description: King,JIA Document Year.Month.Day.DocID 1998.505.1800 Page: 4 of 4 Order: c zx Comment: , ... I• .. ~--.rl(i'> • RECEIPT EG00046994 BILLING CONTACT City of Renton 1055 S Grady Way Renton, WA 98057 REFERENCE NUMBER FEE NAME LUA 15-000864 PLAN -Environmental Review oo0.000000.007.34Uf.04,000 PLAN -HE Conditional Use 000.000000.001.345.81.03.000 PLAN -Modification 000.000000.011.345.81.00.000 PLAN -Site Plan Review -HEX 000.000000.007.345.81. 14.000 Technology Fee 503.000000.004.322.10.00,000 Printed On: December 14, 2015 Prepared By: Kris Sorensen Kenton 1055 S Grady Way, Renton, WA 98057 ...... fiansaction bate: i::iecembe,-f~:2015 TRANSACTION TYPE Fee Payment $1,000.00 Fee Payment $2,500.00 Fee Payment $150.00 Fee Payment $2,500.00 Fee Payment $ 184.50 PAYMENT METHOD Interoffice Account Transfer Interoffice Account Transfer Interoffice Account Transfer Interoffice Account Transfer Interoffice Account Transfer SUB TOTAL TOTAL AMOUNT PAID $1,000.00 $2,500.00 $150.00 - $2,500.00 $184.50 $6,334.50 $6,334.50 Page 1 of 1 DATE: TO: FROM: SUBJECT: Department Char2ed: Account Number 425.455597.018.594.34.63.000 4 25 .455597 .o 18 .594. 34 .63 .000 425. 4 5 5 597.018 .594.34 .63 .000 425.455597.018.594.34.63.000 425.455597.018.594.34.63.000 FINANCE AND INFORMATION SERVICES DEPARTMENT MEMORANDUM December 9, 2015 Casaundra Commodore, Finance & Infonnation Services Department Abdou! Gafour, Water Utility Engineering Manager Re: INTERFUND TRANSFER REQUEST Instructions: Please note that failure to provide all digits will result in processing delays. All Signatures and correct documentation must be included. Please prepare the following inter-fund transfer: Project, function, task, sub-task Description Amount Highlands 435 Reservoirs Rplmnt SEP A Review Fee $1,000.00 Highlands 435 Reservoirs Rplmnt Conditional Use Permit Fee $2,500.00 Highlands 435 Reservoirs Rplmnt Site Plan Review Fee $2,500.00 Highlands 435 Reservoirs Rplmnt Code Modification Fee $150.00 Highlands 435 Reservoirs Rplrrmt Technology Fee $184.50 Total $6,334.50 *Charged Department Authonzahon* APPROVAL SIGNATURE: -~~=D=6=((!/~~~~~-------- Printed Name Abdou! Gafour Date 9 December 2015 ---------------------- CREDIT· Account Number Project, function, task, sub-task Description Amount 000.000000.007.345.8 l .04.000 Highlands 435 Reservoirs Rplmnt SEPA Review Fee $1,000.00 000.000000.007 .345.81.03.000 Highlands 435 Reservoirs Rplmnt Conditional Use Permit Fee $2,500.00 000.000000.007 .345.81. 14.000 Highlands 435 Reservoirs Rplmnt Site Plan Review Fee $2,500.00 000.000000.011.345.81.00.000 Highlands 435 Reservoirs Rplrrmt Code Modification Fee $150.00 503.000000.004.322. I 0.00.000 Highlands 4 3 5 Reservoirs Rplrrmt Technology Fee $184.50 Total $6,334.50 Reason: Note: Documentation to support this transfer request must be attached and all signatures are required. Cash Transfer Fonn/Finance/bh Revised O I/09