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SWP272884(6)
CITY OF RENTON MEMORANDUM Date: June 13, 2001 RECEIVED To: I Gary Schimek/Surface Water J U N 14 2001 From:,�,, ,),)"Laureen Nicolay/Development Planning CITY OF RENTON U UTUTY SYSTEMS Subject: 7th and Monroe Storm Upgrade Project No. LUA-01-070,ECF This letter is written on behalf of the Environmental Review Committee (ERC) and is to inform you that they have completed their review of the environmental impacts of the above-referenced project. The Committee, on June 12, 2001, decided that your project will be issued a Determination of Non- Significance (DNS). The City of Renton ERC 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 43.21 C.030(2)(c). This decision was made by the ERC under the authority of Section 4-6-6, Renton Municipal Code, after review of a completed environmental checklist and other information, on file with the lead agency. This information is available to the public on request. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, July 2, 2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)-430-6510. If the Environmental Determination is appealed, a public hearing date will be set and all parties notified. If you have any questions, please contact me at 430-7294. dnsmemo CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES APPLICATION NUMBER: LUA-01-070, ECF APPLICANT: City of Renton; Surface Water Utility Division(Gary Schimek) PROJECT NAME: NE 7th Street and Monroe Avenue NE Storm System Replacement Project DESCRIPTION OF PROPOSAL: The City of Renton Surface Water Utility proposes to replace an existing storm system within street right of way. The project will involve the replacement of approximately 6,200 lineal feet of existing 8 to 21-inch corrugated metal storm pipe with new 12 to 24-inch diameter high- density polyethylene pipe (HDPE)to reduce existing flooding problems along the street corridors of NE 7th Street and Monroe Avenue NE. LOCATION OF PROPOSAL: City Right-of-Way--NE 7th Street between Sunset Blvd. NE apd Monroe Avenue V, and Monroe Avenue NE between NE 7t Street and NE 11t Place Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Development Services 1. A Temporary Use Permit will be required in order to locate a job shack or construction staging area outside of right-of-way. Fire Prevention 2. Maintain emergency access during construction. Water Utility: 3. Coordinate all water main relocation or adjustment with Water Utility Section. AdvisoryNotes INTERFUND TRANSFER • Transfer Number: Date: Q General Description: Department To Be Charged (Transfer Out- From) 4 Description Account Number WO/Function Amount 1VE9th Au0 AfolfIve 421. 000600.019.5960, 0038.b 65215 200 U© PO 1 v7 • Department Authorization: / Department To Be Credited (Transfer In - To) Description Account Number WO/Function Amount • Distribution: White: Finance Department Yellow: Department to be Charged Pink: Department to be Credited CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Printed: 05-17-2001 Land Use Actions RECEIPT Permit#: LUA01-070 Payment Made: 05/17/2001 04:24 PM Receipt Number: R0102930 Total Payment: 1,125.80 Payee: INTERFUND TRANSFER Current Payment Made to the Following Items: Trans Account Code Description Amount ------ ------------------ ------------------------------ ---------------- 5010 000.345.81.00.0007 Environmental Review 1, 000.00 5955 000.05 .519.90 .42 .1 Postage 125.80 Payments made for this receipt Trans Method Description Amount ---------- -------- --------------------------- --------------- Payment Other 1, 125.80 Account Balances Trans Account Code Description Balance Due ------ ------------------ ------------------------------ --------------- 3021 303 .000.00 .345.85 Park Mitigation Fee .00 5006 000.345.81. 00.0002 Annexation Fees .00 5007 000.345.81. 00.0003 Appeals/Waivers .00 5008 000.345.81.00.0004 Binding Site/Short Plat .00 5009 000.345.81.00. 0006 Conditional Use Fees .00 5010 000.345. 81.00.0007 Environmental Review .00 5011 000.345 . 81.00.0008 Prelim/Tentative Plat .00 5012 000.345 . 81.00.0009 Final Plat .00 5013 000.345.81.00.0010 PUD .00 5014 000.345.81.00 .0011 Grading & Filling Fees .00 5015 000.345.81.00.0012 Lot Line Adjustment .00 5016 000.345.81.00.0013 Mobile Home Parks .00 5017 000.345.81.00.0014 Rezone .00 5018 000.345.81.00.0015 Routine Vegetation Mgmt .00 5019 000.345.81.00.0016 Shoreline Subst Dev .00 5020 000.345.81.00.0017 Site Plan Approval .00 5021 000.345 . 81.00. 0018 Special Permit Fees .00 5022 000.345.81.00.0019 Variance Fees .00 5023 000.345 . 81.00.0020 Other Misc Planning/Zone .00 5024 000.345.81.00.0024 Conditional Approval Fee .00 5036 000.345.81.00.0005 Comprehensive Plan Amend .00 5909 000.341.60.00.0024 Booklets/EIS/Copies .00 5941 000.341.50.00.0000 Maps (Taxable) .00 5954 604.237.00.00.0000 Special Deposits .00 5955 000.05.519.90.42 .1 Postage .00 5998 000.231.70 .00.0000 Tax .00 5061V/777�0 0N /OAY l7, tail DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Calculations, Survey, Density Worksheet 4 Drainage Control Plan z Drainage Report 2 t Elevations, Architectural s AND 4 j Elevations, Grading 2 Existing Covenants (Recorded Copy)4 Existing Easements (Recorded Copy)4 Flood Plain Map, if applicable4 Floor Plans 3AND4 Geotechnical Report z AND s Grading Plan, Conceptual z Grading Plan, Detailed z King County Assessor's Map Indicating Site4 Landscaping Plan, Conceptua14 Legal Description a List of Surrounding Property Owners 4 Mailing Labels for Property Owners 4 Map of Existing Site Conditions 4 Master Application Form 4 Monument Cards (one per monument) 1 Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs)4 Postage 4 Preapplication Meeting Summary 4 Public Works Approval Letterz Rehabilitation Plan 4 This requirement may be waived by: -- 1. Property Services Section PROJECT NAME: 2. Public Works Plan Review Section 3. Building Section DATE: 4. Development Planning Section h:\division.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 DEVELOPMENT SERVICES DIVISION , WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Screening Detail 4 Street Profiles 2 Title Report or Plat Certificate 4 Topography Map (5' contours)3 Traffic Study 2 Tree Cutting/Vegetation Clearing Plan 4 Urban Center Design Overlay District Report 4 Utilities Plan,Generalized 2 Wetlands Delineation Map 4 Wetlands Planting Plan 4 _ Wetlands Study 4 Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2AND 3 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section PROJECT NAME: 2. Public Works Plan Review Section 3. Building Section DATE: 4. Development Planning Section hAdivision.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION Note: If there is more than on legal owner,please attach an additional notarized Master application to each owner. NAME: CITY OF RENTON PROJECT OR DEVELOPMENT NAME:NE 9`h Street and Monroe Avenue Storm System Replacement Project ADDRESS: 1055 South Grady Way PROPERTY/PROJECT/ADDRESS(S)/LOCATION and Zip Code: NE 7`h Street between Sunset Boulevard and Monroe Ave and Monroe City: Renton ZIP: 98055 Avenue between NE 71h Street and NE I Ith PI KING COUNTY ASSESSOR'S ACCOUNT NUMBER:N/A TELEPHONE NUMBER 425- EXISTING LAND USE(S):City-owned streets APPLICANT (if other than owner) PROPOSED LAND USE(S):Storm drainage replacement on the NAME: Owner above-mentioned streets COMPANY(if applicable): Number of Employees: (estimated):N/A EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: City: Renton ZIP: 98055 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION: (if applicable) TELEPHONE NUMBER 425- EXISTING ZONING:City-owned right-of-way. Adjacent properties CONTACT PERSON are residential(R-8 and R-10),commercial,two churches,an elementary school,and Renton Technical College. NAME: Gary Schimek PROPOSED ZONING:(if applicable)No changes proposed. COMPANY(if applicable): City Of Renton SITE AREA in SQ.FT:Approximately 436,700 SQ.FT ADDRESS: 1055 Grady Way PROJECT VALUE: $1,089,655(Preliminary cost estimate for storm drainage improvements compiled by Entranco,Inc.) City: Renton ZIP:98055 IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? No TELEPHONE NUMBER AND E-MAIL ADDRESS:(425)430-7205 gschimek@ci.renton.wa.us IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? No. 3/00 Masterap LEGAL DESCRIPTION OF PROPERTY (Attach separate sheet if needed) City-owned right-of-way on NE 71h Street extendin�from Sunset Boulevard to Monroe Avenue NE and on Monroe Avenue NE extending from NE 71h Street to NE I V Place. TYPE OF APPLICATION & FEES Check all application types that apply -- City staff will determine fees. —ANNEXATION $ SUBDIVISION: N/A _REZONE $ _SPECIAL PERMIT $ _LOT LINE ADJUSTMENT $ _TEMPORARY PERMIT $ _SHORT PLAT $ _CONDITIONAL USE PERMIT $ _TENTATIVE PLAT $ _ _SITE PLAN APPROVAL $ _PRELIMINARY PLAT $ _GRADE&FILL PERMIT $ _FINAL PLAT $ (No.Cu.Yds: ) _VARIANCE $ (from Section: $ PLANNED UNIT DEVELOPMENT: $ N/A _WAIVER $ _PRELIMINARY _ROUTINE VEGETATION _FINAL MANAGEMENT PERMIT $ _BINDING SITE PLAN MOBILE HOME PARKS: N/A $ SHORELINE REVIEWS: N/A _SUBSTANTIAL DEVELOPMENT $ —CONDITIONAL USE $ _VARIANCE $ _EXEMPTION $ NO CHARGE X ENVIRONMENTAL REVIEW $ REVISION AFFIDAVIT OF OWNERSHIP I, (Print Name) <�--6t.'y 5S_`J l< declare that I am(please check one) _the owner of the property involved in this application, K_the authorized representative to act for the property owner(please attach proof of authorization),and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I certify that I know or have satisfactory evidence that GGr(/ 5 ^-.�., signed this instrument and acknowledged it to be his/hcdthoir free an vaL@p rat�d��v��ed / / // purposes mentioned in the instrument. �pN 'J� I) y I� (Name of Owner/Representative) Notary Public in and for the State of W i ton OU ' Puguc Notary(Print) II �,9 • 9 (Signs a of Owner/Representative) My appointment expires: (THIS SECTION TO BE COMPLETED BY CITY STAFF.) City File Number: ECF SA R SHPL CU LLA PP FP TP SP RVMP V AAD W FPUD SM SME MHP BSP A CPA TOTAL FEES: $ TOTAL POSTAGE PROVIDED:$ 3/00 Masterap STATE ENVIRONMENTAL POLICY ACT ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project: NE 9" Street & Monroe Avenue NE Storm System Improvements 2. Name of applicant: City of Renton 3. Address and phone number of applicant and contact person: City of Renton Engineer Administration—Fifth Floor Gray & Osborne, Inc. 1055 South Grady Way 701 Dexter Ave. N. #200 Renton, WA 98055 Seattle, WA 98109 Gary Schimek, P.E. Roger Kuykendall, P.E. Surface Water Utility Project Engineer (425) 430-7205 (206)284-0860 4. Date checklist prepared: February 20, 2001 5. Agency requesting checklist: City of Renton, Washington 6. Proposed timing or schedule (including phasing, if applicable): This project will be constructed as either a single construction project or in phases depending on funding and design issues. If constructed as a single project, it will begin in fall 2001. If constructed in phases, Phase I construction is expected to begin in late summer/fall 2001 and phase II will begin in winter 2001 or early 2002. 7. Plans for future additions, expansion, or further activity related to or connected with this proposal: Future survey work to verify baseline map of completed survey on portions of Aberdeen Avenue NE,NE 6' Street, and Camas Avenue NE. I 8. Environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: None 9. Applications that are pending for governmental approvals of other proposals directly affecting the property covered by your proposal: None 10. List any government approvals or permits that will be needed for the proposal: SEPA Determination, City of Renton 11. Brief, complete description of the proposal, including the proposed uses and the size of the project and site: The purpose of this proposal is to replace approximately 6,200 lineal feet of existing stormwater conveyance system (i.e. 8 to 12 inch diameter pipe) with a larger diameter pipe system (i.e. 24 inch diameter pipe) to reduce existing flooding problems along the street corridors of NE 7`h Street and Monroe Avenue NE. This project will be constructed as either a single construction project or in two distinct phases depending on funding and design issues. If constructed occurs in two distinct phases, the phasing is anticipated to occur as follows. Phase I of the project will consist of replacing the existing stormwater system along the Monroe Avenue NE corridor between NE 11 th Place and NE 7th Street. All of the work will be conducted along the west side of Monroe Avenue NE. Phase II of the project will consist of replacing the existing stormwater system along the NE 7th Street corridor between Monroe Avenue NE and Aberdeen Avenue NE. The majority of the replacement work will be conducted along the south side of NE 7th Street. The sidewalk and curb/gutter will be replaced to City standards where impacted by the project. 12. Location of the proposal, including street address, if any, and section, township, and range: Provide a legal description, site plan,vicinity map, and topographic map, if reasonably available. The project is located within the SE '/4 of Section 8, Range 23, Township 5 & the SW '/4 of Section 9, Range 23, Township 5. The project encompasses improvements within the right-of-way of a portion of NE 7`h Street and Monroe Avenue NE in the City of Renton. A vicinity map is attached to this document and a site plan will be provided under Part 10 of the City of Renton's Environmental Review. 2 B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (underline one): Flat, rolling, hilly, steep slopes, mountainous, other Monroe Avenue NE and the eastern end of NE 7' Street have rolling topography. The western end of NE 71h Street is a steep hill. b. What is the steepest slope on the site (approximate percent slope)? The steepest slopes on the site within the project boundary are approximately 10% and are located at the western end of NE 7" Street. C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The surface soil in the drainage basin is predominantly Arents, Alderwood material (AmC), Arents, Everett material (An), and Ragnar-Indianola association (RdC), as classified by the Soil Conservation Service in the Soil Survey of the King County Area, 1973. The Arents, Alderwood material is moderately well- drained material used for urban development. The Arents, Everett material is somewhat excessively-drained soil. The Ragnar-Indianola association is well- drained soil composed of equal parts Ragnar fine sandy loam and Indianola loamy fine sand. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Sandy soils located under NE 7`h Street have caused problems with trench caving during passed utility jobs. Trench shoring and excavation safety systems will be utilized to prevent soil sluffing, soil loss, damage to pavement, structures, utilities, and ground adjacent to the excavation. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. No filling and grading is proposed for this project. All cut and fill quantities will be limited to trench excavation and backfill. f. Could erosion occur as a result of clearing, construction, or use? There is potential for erosion to occur as a result of construction on NE 7" Street. Erosion will be limited to trench excavation and backfill activities and will be contained on-site using King County Surface Water Design Manual and Department of Ecology approved Best Management Practices (BMPs). 3 g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The total project area is about 9.3 acres, which corresponds to the City Right-of- Way along the NE 7th Street corridor between Aberdeen Avenue NE and Monroe Avenue NE and along the Monroe Avenue NE corridor between NE 7th Street and NE 11 th Place. Construction will consist of replacing portions of the existing storm drainage system. Damage to the existing sidewalk may occur along NE 7th Street as a result of the pipe replacement. In areas where sidewalk is damaged, extension of the existing sidewalk width from 4 ft to either 5 ft or 6 ft may occur depending on funding and design issues. Therefore,the amount of impervious surface may increase from about 3,600 to 7,200 square feet as a result, soley, of sidewalk improvements. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: The Contractor shall employ King County Surface Water Design Manual and Department of Ecology's best management practices and the Tri-County Regional Road Maintenance Endangered Species Act Program Guidelines to minimize the effects of erosion. The continual use of straw bales, silt fencing, etc. shall be required during the construction process, as required by the contract. In addition, the project shall be temporarily "shut down" during times of inclement weather conditions. 2. Air a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. Normal exhaust emissions from construction equipment, both diesel and gas operated equipment, is expected during construction. Dust may be emitted during the construction of the project. A water truck shall be employed on-site as needed to control any fugitive dust problems. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None known 4 C. Proposed measures to reduce or control emissions or other impacts to air, if any: The construction contract will include provisions for dust control during construction. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of 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. There are no surface water bodies adjacent to the project site. Downstream of the project boundary (i.e. intersection of NE 7th Street and Aberdeen Avenue NE), stormwater runoff is conveyed about 1 mile in the existing pipe system to a low gradient, open channel known as John's creek via the following route: ■ From project boundary to NE 8th Street and Houser Way North ■ Along NE 8th Street from Houser Way North to Garden Avenue NE ■ Along Garden Avenue NE from NE 8th Street to Park Avenue NE and into John's Creek From John's Creek, flows are then conveyed through a series of about 5 ponds (connected via culverts) partially located within Gene Colon Park and into Lake Washington. A constructed wetland/wet pond system is located approximately 600 lineal feet downstream (west) of project boundary and situated between Houser Way North(on the east) and Interstate 405 (on the west). The wetland/wet pond system was constructed as part of the Houser Way Relocation Project and designed to provide flood storage. Flows from the project area do not directly discharge into the constructed wetland/wet pond system. Rather, flows from the project enter the wetland/wetland system via lateral conduits from the stormwater catch basin at the intersection of NE 8th Street and Houser Way North. As a result stormwater flows must back-up in the catch basin to enter the wetland/wet pond system. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 5 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Some dewatering is anticipated due to groundwater seepage into trenches. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any; describe the general size of the system,the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None anticipated C. Water Runoff(including storm water): 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. Stormwater runoff from the project area will be controlled through a tightline drain system with catch basins and will be connected to the existing storm drainage system. 6 Pipe flow leaving the project site (i.e. the intersection of NE 7th Street and Aberdeen Avenue NE) is estimated to increase by about 11 cfs from about 28 to 39 cfs during the 25-year rainfall event assuming future land use conditions (It should be noted that this estimate does not account for any on-site stormwater mitigation that will be required for future development). This increase is the result of conveying stormwater runoff that previously would have flooded the intersection of NE 9th Street and Monroe Avenue NE. Pipe flow leaving the existing downstream stormwater system and entering John's Creek will increase by about 2 cfs from 152 to 154 cfs during the 25-year rainfall event. The decrease in the differential between future and existing flows from about 11 cfs at the project boundary to about 2 cfs at the outfall into John's creek is due to a combination of flood storage at wetland/wet pond complex (between Houser Way and Interstate 5) and surcharging of the existing 42-inch stormwater conduit at the intersection of NE 8th Street and Garden Avenue NE. 2) Could waste materials enter ground or surface waters? If so, generally describe. King County Surface Water Design Manual and Department of Ecology Best Management Practices will be employed by the contractor to minimize the amount of sediment entering the watercourses downstream from the project during construction. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Methods to minimize and mitigate construction related erosion will be provided in design and within the contract documents. Methods include the use of silt fence and straw bales to entrap migrating silt on site and the placing of filter fabric over catch basins to restrict silt from entering the existing storm system. Fill slopes and cut slopes shall be seeded. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other(not within construction limits) X shrubs (not within construction limits) X grass (not within construction limits) pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Some very minor landscaping may be disturbed as part of the construction. 7 C. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Cut slopes and fill slopes shall be seeded. 5. Animals a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other mammals: deer, bear, elk, beaver, other: None fish: bass, salmon,trout, herring, shellfish, other: None b. List any threatened or endangered species known to be on or near the site. None known C. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: Not applicable 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil,wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Oil, gas, and diesel fuel will be consumed by machinery during construction. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe: No C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Not applicable 8 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Yes. Oil, gas, and diesel fuel leaks from machinery during construction. The contractor shall implement the necessary measures to clean-up any spills or leaks. 1) Describe special emergency services that might be required. Not applicable 2) Proposed measures to reduce or control environmental health hazards, if any: Not applicable b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Minor traffic on Monroe Avenue NE 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. Short-term noise from machinery during working hours will occur during the course of construction. 3) Proposed measures to reduce or control noise impacts, if any: Working hours will be established by the contract limiting working hours to weekdays (Monday through Friday) from 7:00 A.M. to 6:00 P.M. unless otherwise approved by the City per Section 1-08.1(3) of the City's standard specification special provisions. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently used as a City-owned Street. Land uses adjacent to the project site are residential and commercial. 9 b. Has the site been used for agriculture? Is so, describe. No C. Describe any structures on the site. Utility poles, power poles, and utility boxes exist within the project site. Underground utilities consist of water lines, sanitary sewers, storm drainage pipes, catch basins, manholes, gas mains, and cable and telephone lines. d. Will any structures be demolished? If so,what? Existing pipe and manhole fixtures (all located underground) may be removed and wastehauled to allow the installation of new facilities. Damaged sidewalks will be replaced to City Standards. e. What is the current zoning classification of the site? The project site is within existing City of Renton right of way. Surrounding properties are zoned residential at eight dwelling units per gross acre (R-8), with a portion of the basin zoned for ten dwelling units per gross acre (R-10). f. What is the current comprehensive plan designation of the site? City street right-of-way g. If applicable,what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Not applicable j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable 10 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, 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. None C. Proposed measures to reduce or control housing impacts, if any: Not applicable 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Not applicable b. What views in the immediate vicinity would be altered or obstructed? None C. Proposed measures to reduce or control aesthetic impacts, if any: None 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 11 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? Not applicable b. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Not applicable 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None known b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known C. Proposed measures to reduce or control impacts, if any: Not applicable 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Existing streets that intersect with NE 7th Street and Monroe Avenue NE within the project area include NE Aberdeen Boulevard and NE 11`h Place. 12 b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? Yes C. How many parking spaces would the completed project have? How many would the project eliminate? No change in parking would occur. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Existing sidewalks along the south side of NE 7th Street are anticipated to be damaged by installation of the stormwater system. Sidewalks and curb/gutter will be replaced to City Standards in areas where existing sidewalks are damaged during construction. Sidewalks may be extended from 4-ft to either 5-ft or 6-ft depending on funding and design issues. No new roadway will be constructed. Pavement restored as part of trench excavation will be restored to City trench restoration and street overlay standards. e. Will the project use (or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. No additional traffic generation is anticipated. g. Proposed measures to reduce or control transportation impacts, if any: Construction will take place in a timely manner to minimize disturbance to traffic flow through the various street corridor(s). Traffic control through the construction area will be required by contract. 15. Public Services a. Would the project result in an increase need for public services (for example, fire protection, police protection, health care, schools, other)? If so, generally describe. No 13 b. Proposed measures to reduce or control direct impacts on public services, if any. The contract documents will include provisions for maintaining existing utility service and local access to residents and businesses. The Contractor shall be required to locate all existing utilities and coordinate all construction activities with all affected utility companies and residents during the construction phase. 16. Utilities a. Underline utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, television cable, septic system, other. As underlined above b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Utilities proposed for the project include new storm pipe, and catch basins to be owned and operated by the City. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understan that the lead agency is relying on them to make its decision. Signature• Date Submitted: `� ZG� 14 '::. :...... CITYF>RENTt�►N .. ING wrthm.3>A?feet of the u 4ft-t > : > >` <'' ::::::::,l..::::::................:.................... PROJECT NAME: NF 916 Street and_ I `ooroe 4Ve A11F .S'fort)l Sys74'crr� ReplaccM��'- APPLICATION NO: The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER Jee gf�a��ie� s�e��s. (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I, &/,y hereby certify that the above list(=fea r koperty Print Name) �� owners and their addresses were obtained from: 2 : J : o'VARY [I Title Company Records , .o N i "[IKing County Assessors Records �i� ' PUBL\G • /fit �'�•' 5-9-��`•�•o J � J Signed Date (Applicant) NOTARY ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington, residing at f� h � on the 1 V day of 20,' Signed - (Notary Public) <: �r Cf.. er�tan.LJse ER'CIF>fCP --.[ON:: F MAILING: . hereby certtfy that cti s af: a propaso appltcatidt were matted to .:. ......;:.;:.>:... ........ each atsted .ert owner«�n: >. ..:: Signed ate.::.:::...:::.:.::::::: .....::. NOTARY . . . ::;:.::.e...:Cafe of:��1ta itn' lestrdt r'' ATT T :Subs rtbed and sw rr>E argil me#a N>dt try t*utaltc,>Irr 0�..or.. ... ....: . . 'g::;:::....:;::>:>.: ::;:< at, df ::..... ... ..:..... :::: ..::. . 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722750152505 338814003004 338814004002 MERRIMAN WILLIAM E MEYER JOHN G MEYER JOHN G 5508 MARILANE 18257 SE 144TH PL 18257 SE 144TH YAKIMA WA 98908 RENTON WA 98056 RENTON WA 98056 722750155508 722750153503 722750174509 MITCHELL C R MITCHELL HAROLD MJELDE GORDON W 667 EDMONDS AVE NE 462 INDEX AVE NE 656 FERNDALE CT NE RENTON WA 98055 RENTON WA 98055 RENTON WA 98056 722750161506 338814002006 722750151507 MOLINE STEWART D MOMII JOHN&UMEKO MONSON PAUL K+MAUREEN L 2413 NE 6TH PL 1925 S ORCAS 2104 NE 6TH PL RENTON WA 98055 SEATTLE WA 98108 RENTON WA 98056 722750128505 722750138504 42400003507 MOORE CYNTHIA J MOORE LUCILLE H MORGAN ANTHONY A+ROBIN H 2033 NE 7TH ST 2111 NE 7TH 3309 NE 1 OTH ST RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 722750119009 722750129503 722750176504 MORRIS STEPHEN&KAREN MOTOR MELINDA&MELISA MYERS SHARON R 2209 NE 8TH ST 2101 NE 6TH PL 2613 NE 7TH ST RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 722750188509 722780070008 722750197005 NASSET JEFFREY J NELSON JAMES 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OYLER KENNETH J+EVIE LEE 1033 NEWPORT CT NE 26306 SE 192 PO BOX 2258 RENTON WA 98056 MAPLE VALLEY WA 98038 RENTON WA 98056 807420021501 746141012003 42400013001 PALMER STEVEN W PAN DONG YAN,PAN-LAI CASSANDRA PANKER ANTHONY W 658 JEFFERSON AVE 1025 NEWPORT CT NE 3319 NE 9TH RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 722780088000 722750079500 722750162009 PARIKH NIMESH N PARKS LAWRENCE J PARON DEAN G+JILL M 13021 NE 100TH ST 764 DAYTON AVE NE 2412 KENSINGTON AVE S#11 KIRKLAND WA 98033 RENTON WA 98055 KENT WA 98031 722750167503 92305920800 722750131004 PAUL BERNADETTE L PAULUS CLYDE P+MARY A PEEK LARRY D+LUCILLE R 2612 NE 7TH ST 1010 NORTH 29TH STREET 2113 NE 6TH PL RENTON WA 98056 RENTON WA 98055 RENTON WA 98056 722780077003 722780091509 722750153008 PEIRSOL GENE A PENALOZA WILLIAM PEROZZO VIVA M 11434 SE 164TH ST 2823 NE 8TH ST 500 MONROE NE#84 RENTON WA 98055 RENTON WA 98056 RENTON WA 98056 722780087002 722750132507 722750184003 PERSSON TERRY G&BILLIE C PETERSEN JUDITH K PHAM MAIHOA TRUONG+LAN VUHU 2821 NE 8TH PL 2201 NE 6TH PL 684 EDMONDS AVE NE RENTON WA 98056 RENTON WA 98055 RENTON WA 98056 722750133505 722750148503 801110007607 PHAM SON T PHAN THOA T PHILLIPS TRACY L 2209 NE 6TH PL 2531 29TH AVE S#22 3301 NE 7TH ST RENTON WA 98055 SEATTLE WA 98144 RENTON WA 98056 722780088505 722750178005 42400006500 PIEDAD PEDRO B+FLORIDA D PIERSEE MARGARET F POLEN DOUGLAS E 11 2311 SE 21 ST ST 653 FERNDALE PL NE 3306 NORTHEAST 9TH STREET RENTON WA 98055 RENTON WA 98056 RENTON WA 98056 722780093000 894850003001 722750160508 POWERS DORIS JEAN PRICE JUDY PRIGGEE NORRIS W 2806 NE 7TH 755 KIRKLAND AVE NE 2407 NE 6TH PL RENTON WA 98056 RENTON WA 98056 RENTON WA 98055 722750002007 722750139502 722750162504 QUALLS R BRENT RAFCHIEK JOSEPH M RAMIREZ LARRY+DANNETTE L K 2106 NE 7TH ST 2207 NE 7TH ST 2408 NE 6TH PL RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 722750191008 722750091000 722750187501 RAVERT-MARTINES GLORIA RAYFIELD LANCE A REH DAVID E+ELLEN E 24709 21 ST AVE S 2326 NE 7TH ST 2707 NE 7TH ST DES MOINES WA 98198 RENTON WA 98056 RENTON WA 98056 42400006005 894850001005 894850008505 REICHOW FAMILY LLC REICHOW FAMILY LLC RENDLE DAVID JOHN+KIMBERLY 26409 148TH AVE SE 26409 148TH AVE SE 671 JEFFERSON AVE NE KENT WA 98042 KENT WA 98042 RENTON WA 98056 722780045000 722750130006 780920006506 RENTON TECHNICAL COLLEGE REYNOLDS VIRGINIA L RIEDER P FRANCOIS+BENBROOK 3000 NE 4TH ST 2105 NE 6TH PL 809 MONROE AVE NE RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 722750137506 722780083001 722750114000 ROBBINS MITCHELL L+HUIE BET ROHRER JAMES ROSE KEVIN ARTHUR+CYNTHIA L 2100 NE 6TH PL 21914 N ACAPULCO DR 2310 NE 8TH ST RENTON WA 98056 SUN CITY WEST,AZ 85375 RENTON WA 98056 42450003001 42400007003 722780069505 ROSE KEVIN C+RUTH E ROY ELMER J RYAN MAXWELL H 3329 NE 8TH ST 3312 NE 9TH ST P O BOX 336 RENTON WA 98056 RENTON WA 98056 RENTON WA 98057 722750077504 722750165002 42540023506 SALAZAR ADOLOFO MURGUTA SALGADO JESUS MORAN SARTIN JEFFREY T+SHEILA L 2412 NE 7TH ST 2518 NE 7TH ST 3903 47TH AVE S RENTON WA 98056 RENTON WA 98056 SEATTLE WA 98118 722750170507 42540024009 722750115502 SATTLER TIMOTHY W+SCHALK STACEY J SCHUG RAYMOND J+ELIZABETH C SCHUTTER DANA LEON+KRISTEN PAIGE 2509 NE 7TH ST 3301 NE LOTH PL 2214 NE 8TH ST RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 285480005005 722750150509 722780063508 SCHWARTZ FRANCIS M SEAMSTER GEORGE A JR SEATTLE REDEVELOPMENT LLC 1066 LYNNWOOD AVE NE 2200 NE 6TH PL 2011 1 OTH AVE E RENTON WA 98056 RENTON WA 98055 SEATTLE WA 98102 722750078502 722750119504 722750187006 SECREST VIRGINIA SEEL J E SELLERS KEITH 3106 LAKE WASHINGTON BLVD N 2213 NE 8TH ST 2325 E UNION ST RENTON WA 98056 RENTON WA 98056 SEATTLE WA 98122 780900010502 42450009602 722750076506 SELTVEIT RODNEY D+JOYCE E SHERRARD RONALD D SIMPSON CLAUDIA R 3204 NE 7TH ST 3318 NE 8TH ST 759 EDMONDS AVE NE RENTON WA 98056 RENTON WA 98056 RENTON WA 98055 801110001501 722750190000 722780064001 SLUYTER CHARLES V SMITH DAVID L SMITH JEFFREY S+SUSAN S 758 MONROE AVE NE 675 HARRINGTON AVE NE 16611 SE MAY VALLEY RD RENTON WA 98056 RENTON WA 98056 RENTON WA 98059 746141014009 285480006003 722750093006 SMITH RONALD SMITH SUSAN LOUISE+FISCHER PETER A SMITH-JOHNSON JESSICA L 1001 NEWPORT CT NE 14321 148TH PL SE 804 CAMAS AVE NE RENTON WA 98055 RENTON WA 98059 RENTON WA 98056 722750185505 894850008000 722750163007 SNYDER ANNETTE SOMERS DOROTHY STABEN LELAND F 644 FERNDALE PL 697 KIRKLAND AVE NE 680 DAYTON AVE NE RENTON WA 98056 RENTON WA 98055 RENTON WA 98055 722750188004 722780091004 780920005003 STANLEY D BRUCE+NANCY ANN SULKY PAULETTA J+THUNEY ROSE L SUN LEE WAN JU ET AL 2711 NE 7TH ST 2815 NE 8TH ST 851 MONROE AVE NE RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 722750155003 311990018500 722750197500 SUN PHAN AING&HEANG SWEET TERRY TALBERT MARILYN F 671 EDMONDS NE 714 SUNSET NE 645 GLENWOOD CT N E RENTON WA 98056 RENTON WA 98056 RENTON WA 98055 746141008001 807440018008 722750121005 TANG DAVID+CATHY TAYLOR KEN W THOMAS ALAN T 1030 NEWPORT CT NE PO BOX 2185 2301 NE 8TH ST RENTON WA 98056 RENTON WA 98057 RENTON WA 98056 722780077508 311990020506 722750114505 THOMPSON KEITH A+BEVERLY A THORNTON DOUGLAS J+PAULE J TIMMERMAN GREGORY 660/662 INDEX PL NE 672 SUNSET BLVD NE 2514 NE 5TH PL RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 722750168006 780920002000 894850007507 TONG TEUR TORSAK NORMAN TOWNE JEFFREY W+LUCY B 2618 NE 7TH ST 1440 SUMAC DR 693 KIRKLAND AVE NE RENTON WA 98056 LOGAN UT 84321 RENTON WA 98056 894850003506 722750076001 722750144007 TRAN KHANH VAN+LANA L TRAN TIEN VAN,LIENG THI LE TRAUTMAN BROCK A+MONICA R 3032 NE 7TH ST 763 EDMONDS AVE NE 2319 NE 7TH ST RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 722750135005 722750088501 894850005501 TREADWAY JOYCE TRISOLINI GUIDO G VALDOVINOS ROSENDO 2221 NE 6TH PL 803 DAYTON AVE NE R+VALDOVINOS A R RENTON WA 98056 RENTON WA 98059 3019 NE 7TH ST RENTON WA 98056 42450004009 722750172008 285480012506 VARNADORE REGORY+STEPHANIE VAZQUEZ LUIS A+CRISTINA VETH THAP 3317 NE 8TH ST 2519 NE 7TH ST 1025 MONROE AVE NE RENTON WA 98056 RENTON WA 98066 RENTON WA 98055 780920004501 801110007508 801110008001 VLAHOVICH COLLEEN A VOGHT JAMES L&HEIFA VOGHT JAMES L&HEIFA 855 MONROE AVE NE 716 MONROE AVE NE 716 MONROE AVE NE RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 722750230509 722750080508 42400014009 VONGSOUVANH KHONENASACK WAGNER PAULA A+RONALD A WALES JASON+WALES JESEA 2319 NE 6TH PL 800 DAYTON AVE N 3307 NE 9TH ST RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 285480011003 780920007504 780920006001 WALKER RUBEN R+LOTTIE L WALKER WILLIAM E WALSER PAUL L&LORIE M 1009 MONROE AVE NE 711 MONROE AVE NE 817 MONROE AVE NE RENTON WA 98056 RENTON WA 98055 RENTON WA 98056 780920006605 722750077009 722750118506 WALSER PAUL L&LORIE M WARD KENNETH LEE+SHARYL G WARD MICHAEL B+CHRISTINE M 817 MONROE AVE NE 755 EDMONDS AVE NE 2205 NE 8TH ST RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 790900009009 722750186008 722750148008 WATTLES DARREN P+DIANE M A WATTS FRANK I WATTS STEVEN P 756 KIRKLAND AVE NE 648 FERNDALE PL NE 2220 NE 6TH ST RENTON WA 98056 RENTON WA 98055 RENTON WA 98056 722750130501 722750133000 722750093501 WILLECKE WADE ELLIS+BARBARA WILLENBORG JOHN WINCH ESTHER F 2109 NE 6TH PL 2205 NE 6TH PL 808 CAMAS AVE NE RENTON WA 98056 RENTON WA 98056 RENTON WA 98056 894850010006 801110000503 801110000404 WITSOE L C WYSOCKI DORI WYSOCKI DORI A 659 JEFFERSON AVE NE PO BOX 507 766 MONROE AVE NE RENTON WA 98055 RENTON WA 98057 RENTON WA 98055 722750116005 ZAPPALO JOEL M 2210 NE 8TH ST RENTON WA 98056 Environmental Review 97 - Project Narrative Project name, size and location of site Name NE 91h Street& Monroe Avenue NE Storm System Improvements Project Size Storm drainage improvements will replace approximately 6,200 lineal feet of the existing stormwater conveyance system. The diameter of the stormwater pipe will increase from between 8 to 21 inches (existing)to 24 inches (proposed). All improvements will be located on NE 7`h Street between Sunset Boulevard and Monroe Avenue NE and on Monroe Avenue NE between NE 7`h Street and NE 11`h Place. The total area for all project drainage basins is approximately 280 acres. Location The project site is located in the SE '/4 of Section 8, Range 23, Township 5 & SW '/4 of Section 9, Range 23, Township 5. It encompasses improvements within the right-of-way of a portion of NE 7`h Street and Monroe Avenue NE in the City of Renton. Downstream considerations for the storm drainage system include a portion of Houser Way, located to the west of Interstate 405. Zoning designation of the site and adjacent properties The project site is within existing City of Renton right-of-way and the surrounding property is zoned residential at eight dwelling units per gross acre (R-8), with a portion of the basin zoned for ten dwelling units per gross acre (R-10). Properties adjacent to the project site include residential and commercial zones. These zones also include an elementary school site is on NE 7`h Street and two churches and Renton Technical College on Monroe Avenue. Current use of the site and any existing improvements The site is currently used as a City-owned Street. Land uses adjacent to the project site are residential or commercial. Special site features (i.e. wetlands,water bodies, steep slopes) The steepest slopes on the site within the project boundary are approximately 10% and are located at the western end of NE 7th Street. Statement addressing soil type and drainage conditions The surface soil in the drainage basin is predominantly Arents, Alderwood material (AmC), Arents, Everett material (An), and Ragnar-Indianola association(RdC), as classified by the Soil Conservation Service in the Soil Survey of the King County Area, 1973. The Arents, Alderwood material is moderately well-drained material used for urban development. The Arents, Everett 1 material is somewhat excessively-drained soil. The Ragnar-Indianola association is well-drained soil composed of equal parts Ragnar sandy loam and Indianola loamy fine sand. Proposed use of the property and scope of the proposed development Proposed development will include replacing approximately 6,200 lineal feet of existing stormwater conveyance system with a larger diameter pipe system to reduce existing flooding problems along the street corridors of NE 71h Street and Monroe Avenue NE. Access The project site is located within a greater residential grid network of roads. Major access roads include Sunset Boulevard, Monroe Avenue NE, and NE 121h Street. Proposed off-site improvements (i.e. installation of sidewalks,fire hydrants, sewer main, etc.) All improvements will be within the right-of-way of the designated project site. Total estimated construction cost and estimated fair market value of the proposed project Estimated construction cost not compiled yet. The estimate from the Entranco Pre-Design Technical Memorandum,published in August 2000, was $1,089,655. Construction costs to include only those costs associated with installing the new storm drainage system and repairing/replacing any public and private surface features disturbed during construction (i.e. sidewalks, retaining walls, driveways,fences, landscaping, etc.). Estimated quantities and type of materials involved if any fill or excavation is proposed Trenches will most likely require backfill with imported material. It may be possible to utilize the excavated material for backfill, as determined in the field by the City's inspector. Special backfill may be required on NE 7rh Street due to steep slopes. Quantities unknown at present. All excavation material will be reused per City standards or disposed of at an approved site. Number, type and size of trees to be removed Trees will be removed on an as-necessary basis for construction of a new storm drainage system. Explanation of any land to be dedicated to the City N/A Any proposed job shacks, sales trailers, and/or model homes A job shack will be placed on site by the contractor for construction purposes only and will be removed when construction is complete. The contractor shall determine the location of the job shack. 2 I �I ��� o' __ r■ rrrr� �' wpm AM ow R. •r�� � r �aHt1� t r ■ �s � r �r � !■�!� ■ ■rrr�r��'� 'i • rt *� �,� �■!� �rrn n EW WN NINE .. ilk ��;, � � ■■ ■■ '�! rAN .. ..� MUM III An "" '■■ ■mot 1 1 1 . 0 0 U U1 HWAGEOSCIENCES INC. 19730-64111 AV[. W_, SUITI 200 LYNNWOOD, WA 98036-5957 1� TEl_ 425-774-0106 February 7, 2001 1-MAIIA hwa�>hongwcst.com HWA Project No. 2000191 Mr. Barry Baker Gray & Osborne, Inc. 701 Dexter Avenue North, Suite 200 Seattle, Washington 98109 Subject: GEOTECHNICAL REPORT Monroe Ave NE & NE 91h Street Storm System Improvements Gray& Osborne Project No. 00716 Renton,Washington Dear Mr. Baker: In accordance with your request, HWA GeoSciences Inc. (HWA) performed a pre-design geotechnical evaluation of the proposed storm system improvements along NE 71h Street and Monroe Avenue NE in Renton, Washington (see Figure 1, Vicinity Map). Our work included a site reconnaissance and review of existing geotechnical data and published • geologic maps. The purpose of this study was to review existing geologic and geotechnical data and formulate recommendations for construction of the replacement storm sewer. SITE AND PROJECT DESCRIPTION The subject alignment is within gently rolling uplands above the Cedar River valley and Lake Washington. Elevation varies from approximately 170 to 390 feet, sloping south and west. The vicinity is developed in single-family residences, with an elementary school and park on 7th Street. We understand that the existing storm system, formerly the combined sanitary-storm system, is undersized and surface ponding has occurred periodically on Monroe Avenue at 9th Street. The proposed storm system replacement will consist of 12-, 18-, and 24- inch diameter pipe at depths of around 4 to 6 feet, with catch basins at appropriate intervals. The pipeline will need to be deeper at side-street tie-ins, due to the depth of the existing system. We understand the preferred alternative is to construct the pipeline within the existing storm sewer trenchline. As currently envisioned, the pipeline will be installed along Monroe Avenue NE from approximately 200 feet south of NE 121h Street to NE 71h Street, then west along 71h Street • to Sunset Boulevard NE, the discharge point into the existing storm system. GEOLOGY GEOENVIRONMENIAL SERVI(ES HYDROGEOI OGY GF011(1IN1(_Al ENGINI tJ11 rd(, it SANG -�. IN`-,I'll ll(7N February 7, 2001 HWA Project No. 2000191 • Subsurface Conditions Background geologic information for the site was obtained from the map Geology of the Renton Quadrangle, Washington, U.S.G.S. Map GQ-405 (D.R. Mullineaux, 1965). The predominant surface deposit in the vicinity is Vashon till, a very dense, unsorted mixture of sand, gravel, and silt, deposited beneath glacial ice during the Vashon Stade of the Frasier Glaciation. The till in the project vicinity is mostly sand, according to Mullineaux. The area between Kirkland and Aberdeen Avenues is mantled with recessional outwash sand, deposited by glacial meltwater flowing down the Cedar River valley during the last glaciation. This material was deposited over the till as a high terrace above the river. This unit was not overrun by glacial ice, and therefore is unconsolidated. Based upon the geologic map, previous geotechnical explorations in the vicinity, 71h Street sanitary sewer construction, and our site reconnaissance of December 28, 2000, we anticipate subsurface conditions along the alignment will be as follows (soil changes referenced to the nearest cross streets): • Monroe Avenue and 7th Street, to Kirkland Avenue: Trenches excavated into undisturbed native soils will likely encounter Vashon till, consisting of dense to very dense, gravelly, silty, SAND. The upper two to three feet of till is typically weathered • to a loose to medium dense condition. Ground water may be perched on top of the dense to very dense soil, within the weathered till. Trenches excavated within the existing storm sewer trenchline will encounter the previous backfill, which likely consists of the excavated till soils. It is possible, but unlikely, that the original trenches were backfilled with import structural fill, such as pitrun sand and gravel. • 71h Street, Kirkland Avenue to Aberdeen Avenue: Trenches excavated in either the existing trenchline or undisturbed native soils will encounter loose to medium dense, clean SAND. Perched ground water may be encountered above the underlying till, where trenches penetrate the recessional outwash sand. • 71h Street, Aberdeen Avenue to Sunset Boulevard: Till may again be encountered along this section. CONCLUSIONS AND RECOMMENDATIONS The existing soils, whether undisturbed native or previous native or imported backfill, are capable of supporting the proposed pipeline. Pipe should be surrounded by a minimum of 6 inches of bedding material. • 2000191 Renton Storm Sewer.doc 2 HWA GEOSCIENCES INC. February 7, 2001 HWA Project No. 2000191 • Caving and heavy sloughing of the trench walls should be anticipated in the 7th Street sand deposit. Any ground water that may be encountered can be removed from the trench with sump pumps. If ground water is encountered within the trench in the sand deposit perched above till, dewatering wells would not be effective, based upon the relatively shallow depths to the till. All trench backfill above 4 feet should be compacted to a minimum of 95 percent of its modified dry density(MDD) based on ASTM D 1557. Excavated soils can be reused for trench backfill, provided that the moisture content is near optimum. The moisture content will depend on the soil gradation, density when excavated, wetting or drying after excavation and before backfilling, and season. Undisturbed till is typically near optimum moisture content. However, excavated till previously placed as backfill can absorb more water due'to its lower density. Soils with over-optimum moisture content should not be utilized for trench backfill. Soil excavated within the recessional outwash sand, whether undisturbed or previously placed as backfill, is likely to be suitable for use as backfill. We understand that backfill for the new sanitary sewer along 71h Street was water jetted in order to achieve adequate compaction. UNCERTAINTY AND LIMITATIONS • The conclusions and recommendations presented in this letter report are based on site conditions as they presently exist and assume that the observations are representative of the subsurface conditions throughout the site. If, during future site operations, subsurface conditions are encountered which vary appreciably from those described herein, HWA should be notified for review of the analyses and recommendations contained in this report, and revision of such as necessary. If there is a substantial lapse of time between submission of our report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or near the site, it is recommended that this report be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse. • 2000191 Renton Storm Sewer.doc 3 HWA GEOSCIENCES INC. February 7, 2001 HWA Project No. 2000191 • O.O We appreciate the opportunity to provide geotechnical services on this project. Should you have any further questions or if we may be of further assistance please call. Sincerely, vOAs HWA GEOSCIENCES INC. y x J EXPIRES 7/25/ Brad W. Thurber Ralph N. Boirum, P.E. Engineering Geologist Vice President BWT:RNB • Enclosures: Figure 1. 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It is important that the applicant submit the requested ** If the Threshold Environmental material quickly to avoid delays in the process. Any time Determination contains different mitigation spent gathering data and/or additional city review period is conditions than those included in the optional not included in the above chart and will increase the time DNS notice, this time is increased to 29 days to required to process the application, accommodate an additional 15-day period in advance of the appeal period. forms/pw/ds/procedure/0037.abc/bh 09/2000 /SG/✓�E57A L1 7YFPI9J�G B 7� --' � M-</__-_. — r2'S 0 c-- —' - E SMr/ r7-5P'/57 6 y"6EGU/7P1lZ � 35 20lRr DRM sTOK7✓ 362.25 e.0.2D Q AlAf 4 a j 4, `,,�/,3 �,„�����I�E�� vN"r{pLT n lE p a.�s /a'z r Ul6rig7 RY�UfVI \� Q �., �5E Asp V, K .- y -3>` nL .9- C N AT WAY. / O S jgI(L CAE A /E. 53 J / / �:.:`Y SEAT I� CURt/E' DATA � � ' GtAP6A5Sf6[oKr-� � �. `��''• -�- +� I vl Zip A _160' /30.44'41p' 74.e7' 7(0 35 C' u ?Sa I 360' C 216.0' 16'3P/7" 70,47 3_-jo5' D 1,5Z.0 / /D 4Z"._ 3.7(0' - U F W.0. 55'49f9'- ./77gyp' CO/u�7K(/LT�XlILLO j I I� p t s'. 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BACKGROUND ERC MEETING DATE: June 12, 2001 Project Name: NE 7th Street and Monroe Avenue NE Storm System Replacement Project Applicant: City of Renton; Surface Water Utility Division (Gary Schimek) File Number: LUA-01-070, ECF Project Manager: Laureen Nicolay Project Description: The City of Renton Surface Water Utility proposes to replace an existing storm system within street right of way. The project will involve the replacement of approximately 6,200 lineal feet of existing 8 to 21-inch corrugated metal storm pipe with new 12 to 24-inch diameter high-density polyethylene pipe (HDPE) to reduce existing flooding problems along the street corridors of NE 7th Street and Monroe Avenue NE. (Project Description continued on page 2) Project Location: City Right-of-Way--NE 7th Street between Sunset Blvd. NE and Monroe Avenue NE, and Monroe Avenue NE between NE 7th Street and NE 11th Place Exist. Bldg. Area gsf.- N/A Proposed New Bldg. Area gsf.- N/A Site Area: 6,200 Lineal Feet Total Building Area gsf.- N/A RECOMMENDATION: Staff Recommend that the Environmental Review Committee issue a Determination of Non-Si nificance. LHHJ _ D ® 600' 0 300' 600, 1 INCH- 600 FEET W LEGEND: ® PROJECT AREA PARCELS z KE CITY OF REMN City of Renton P/B/PW Deparbnent Environmental Review Committee Staff Report NE 7TH STREET&MONROE AVENUE NE STORM SYSTEM REPLACEMENT PROJECT LUA-01-070, ECF REPORT OF JUNE 12,2001 Page 2 of 4 PROJECT DESCRIPTION(CONTINUED) The proposal would improve stormwater runoff in the surrounding residential area. Further hydraulic analysis will be conducted during the final design process and may result in increasing a short section of pipe to 36 inches in diameter at the lower end of the storm system. The project would include trenching of approximately 5,200 cubic yards of earth and removal of the existing pipe and associated structures and backfill. In addition, new catchbasins, storm pipe and manholes would be installed within the right-of-way. Excavated material will be reused as trench back fill where suitable. Imported back fill will be minimal. A Geotechnical Report prepared by HWA GeoSciences, Inc. dated February 7, 2001 was submitted with the environmental checklist. The report concludes that the existing soils are capable of supporting the proposed pipeline. The report also contains recommendations regarding ground water removal and trench excavation and backfilling. The pavement surface and any public or private surface features (sidewalks, fences, landscaping, etc.)would be restored to the existing condition after construction is finished. Construction material and equipment staging is anticipated to occur within the right-of-way. During construction, access to NE 7th Street and Monroe Avenue NE may be restricted to"Local Access Only"while work is underway. Access to private driveways would be maintained, except when construction needs to cross a driveway. The project will be constructed as either a single construction project or in two phases depending on funding and design issues. If constructed as a single project, construction will begin in the fall 2001. If constructed in phases, phase 1 would include the Monroe Avenue NE corridor between NE 11th Place and NE 7th Street and is expected to begin in late summer 2001. Phase 2 would include the NE 7th Street corridor between Monroe Avenue NE and Sunset Blvd. NE and is anticipated to begin in winter of 2001. Construction of the total project is anticipated to last 3 to 4 months. Hours of construction would be established through the contract limiting working hours to weekdays (Monday through Friday) from 7:00 am to 6:00 pm, unless otherwise approved by the city per RMC 4-4-030c and Section 1-08.1(3) of the City's Standard Specification Special Provisions. A traffic control plan would be filed with the city by the contractor. It is anticipated that the contractor would use Sunset Blvd. NE, NE 12th Street, NE 7th Street and Monroe Avenue NE for access. B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF XX NON-SIGNIFICANCE NON-SIGNIFICANCE-MITIGATED. XX Issue DNS with 14 day Appeal Period. Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES None required. ercreport.doc City of Renton P/8/PW Depaitrr e Environmental Review Committee Staff Report NE 7TH STREET&MONROE AVENUE NE STORM SYSTEM REPLACEMENT PROJECT LUA-01-070, ECF REPORT OF JUNE 12,2001 Page 3 of 4 D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: Excavation to construct the proposed utility trench could result in erosion impacts. Sandy soils in located in under NE 7th Street have caused problems with trench caving during past utility jobs. Trench shoring and excavation safety systems will be utilized to prevent soil sloughing, soil loss, or damage to pavement, structures, utilities, and ground adjacent to the excavation. The applicant proposes to utilize King County Surface Water Design Manual, Department of Ecology approved best management practices such as protecting storm drain inlets and stockpiling soil with plastic sheeting during rainy periods. In addition, the contractor shall also employ the Tri-County Regional Road Maintenance Endangered Species Act Program Guidelines to minimize the effects of erosion. Mitigation Measures: No additional mitigation measures would be required. Nexus: Not Applicable. 2. Air Impacts: During construction,exhaust from construction equipment and dust from the trench excavation and filling would be expected to occur. Fugitive dust will be controlled by compliance with the temporary erosion control measures. The exhaust from construction equipment is controlled by state and federal regulations. No further mitigation is required for this project. Mitigation Measures: No mitigation required. Nexus: Not applicable. 3. Surface Water Impacts: Stormwater runoff to the project area is from residential areas and City street right-of-way, primarily NE 7th Street and Monroe Avenue NE. Stormwater runoff from the project site will be controlled through a tightline drain system with catch basins and will be connected to the existing storm drainage system. Downstream of the project's westerly boundary, stormwater runoff is conveyed about one mile in the existing storm system to a low gradient, open channel know as John's Creek. From John's Creek, storm water is conveyed through a series of ponds (connected via culverts) partially located within Gene Coulon Park and then into Lake Washington. The applicant King County Surface Water Design Manual, Department of Ecology approved best management practices, and Tri-County Regional Road Maintenance Endangered Species Act Program Guidelines to prevent sediment from entering ercreport.doc City of Renton P/8/PW DeparUTe t Environmental Review Committee Staff Report NE 7TH STREET&MONROE AVENUE NE STORM SYSTEM REPLACEMENT PROJECT LUA-01-070, ECF REPORT OF JUNE 1Z 2001 Page 4 of 4 the watercourses downstream from the project. Methods include the use of silt fence and straw bales to entrap migrating silt on the site and placing filter fabric over catch basins to restrict silt from entering the existing storm system. Fill slopes and cuts will be seeded. Mitigation Measures: None required. Nexus: Not applicable. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Development Services 1. A Temporary Use Permit will be required in order to locate a job shack or construction staging area outside of right-of-way. Fire Prevention 2. Maintain emergency access during construction. Water Utility: 3. Coordinate all water main relocation or adjustment with Water Utility Section. ercreport.doc R CITY OF RENTON DEVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION Note: If there is more than on legal owner,please attach an additional notarized Master application to each owner. NAME: CITY OF RENTON PROJECT OR DEVELOPMENT NAME:NE 9`h Street and Monroe Avenue Storm Drainage Improvement Project ADDRESS: 1055 South Grady Way PROPERTY/PROJECT/ADDRESS(S)/LOCATION and Zip Code: NE 7`h Street between Sunset Boulevard and Monroe Ave and Monroe City: Renton ZIP: 98055 Avenue between NE 7`h Street and NE 12`h Street KING COUNTY ASSESSOR'S ACCOUNT NUMBER:N/A TELEPHONE NUMBER 425- APPLICANT (if other than owner) EXISTING LAND USE(S):City-owned streets ' NAME: Owner PROPOSED LAND USE(S):Storm drainage improvements on the above-mentioned streets COMPANY(if applicable): Number of Employees: (estimated):N/A ADDRESS: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: City: Renton ZIP: 98055 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION: (if applicable) TELEPHONE NUMBER 425- EXISTING ZONING:City-owned right-of-way. Adjacent properties CONTACT PERSON are residential(R-8 and R-10),commercial,two churches,an elementary school,and Renton Technical College. NAME: Roger Kuykendall, P.E. PROPOSED ZONING: (if applicable)No changes proposed. COMPANY(if applicable): Gray & Osborne, Inc. SITE AREA in SQ.FT: Approximately 436,700 SQ.FT ADDRESS: 701 Dexter Ave N., #200 PROJECT VALUE: $1,089,655(Preliminary cost estimate for storm City: Seattle ZIP: 98109 drainage improvements compiled by Entranco,Inc.) IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? No TELEPHONE NUMBER AND E-MAIL ADDRESS:(206)284-0860 stormwater@g-o.com IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? A constructed wetland exists approximately 600 lineal feet west of Sunset Boulevard. Masterap 3/00 LEGAL DESCRIPTION OF PROPERTY (Attach separate sheet if needed) City-owned right-of-way on NE 7th Street extending from Sunset Boulevard to Monroe Avenue NE and on Monroe Avenue NE extending from NE 7th Street to NE 12`h Street. TYPE OF APPLICATION &I FEES Check all application types that apply-- City staff will determine fees. _ANNEXATION $ SUBDIVISION:N/A —REZONE $ _SPECIAL PERMIT $ _LOT LINE ADJUSTMENT $ TEMPORARY PERMIT $ _SHORT PLAT $ CONDITIONAL USE PERMIT $ _TENTATIVE PLAT $ _SITE PLAN APPROVAL $ _PRELIMINARY PLAT $ GRADE&FILL PERMIT $ _FINAL PLAT $ (No. Cu. Yds: ) _VARIANCE $ (from Section: ) $ PLANNED UNIT DEVELOPMENT: $ N/A _WAIVER $ _PRELIMINARY _ROUTINE VEGETATION _FINAL MANAGEMENT PERMIT $ BINDING SITE PLAN MOBILE HOME PARKS: N/A $ SHORELINE REVIEWS: N/A _SUBSTANTIAL DEVELOPMENT $ _CONDITIONAL USE $ _VARIANCE $ _EXEMPTION $ NO CHARGE X ENVIRONMENTAL REVIEW $ REVISION AFFIDAVIT OF OWNNERSHIP I,(Print Name) declare that I am(please check one) _the owner of the property involved in this application, the authorized representative to act for the property owner(please attach proof of authorization),and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. (Name of Owner/Representative) Notary Public in and for the State of Washington Notary(Print) (Signature of Owner/Representative) My appointment expires: (THIS SECTION TO BE COMPLETED BY CITY STAFF'.) City File Number. ECF SA R SHPL CU LLA PP FP TP SP RVMP V AAD W FPUD SM SME MHP', BSP A CPA TOTAL FEES: $ TOTAL POSTAGE PROVIDED:$ Masterap 3/00 NOTICE OF APPLICATION FOR SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT Notice is hereby given that: has filed an application for a substantial development permit for the construction or development of: located at: within Sections(s) of Township N, Range W.M., in the City of Renton, King County, Washington. Said development is proposed to be within and/or its associated wetlands. Any person desiring to express his views or to be notified of the action taken on this application should notify the City of Renton Development Services Division, Renton City Hall, 1055 South Grady Way., Renton, Washington 98055 in writing of his interest within thirty (30) days of the last publications of this notice. Publication dates of this notice are and Masterap 3/00 NE 7TH STREET 60'-0" 0'-6" '-6" w VARIES 4'-0" 16'-0" 16'-0" 4'-0" VARIES z w J Z SIDEWALK TRAVEL LANE TRAVEL LANE SIDEWALK 3 3 � 0 o � CL i = CURB TYPE ASPHALT o o VARIES (TYP.) CONCRETE N z _VARIES 2_7. i _27- 2- --.- 27. 6" STIP GAS LINE DISTANCE 21" CONCRETE STORM DRAIN O f- SOUTH OFA�PPROX. 9' DISTANCE VARIES 20'-26' O INVERT DEPTH APPROX. 3-4' NORTH OF O INVERT DEPTH VARIES FROM 8'-8.5' 12" CIP WATER LINE O DISTANCE VARIES 10'-11' / 24" CONCRETE SANITARY SEWER 12" PVC SANITARY SEWER NORTH OF q DISTANCE VARIES 1'-5' DISTANCE VARIES 15-21' INVERT DEPTH APPROX. 3-4' NORTH OF q SOUTH OF q INVERT DEPTH VARIES INVERT DEPTH VARIES FROM 6'-11' FROM 7'-11.5' CITY OF RENTON UTILITY ALIGNMENT NE 7TH STREET WEST OF ABERDEEN SECTION A &O.bm u,,Im. CONSULMO ENCNEERS NE 7TH STREET 60'-0" -6" w VARIES 4'-0" 16'-0" 16'-0" 4'-0" VARIES z W J Z ZI SIDEWALK TRAVEL LANE TRAVEL LANE SIDEWALK 3 3 I o o I CURB TYPE ASPHALT o VARIES (TYP.) CONCRETE N z VARIES ARI S `2% 2v _ 2% 12" CONCRETE STORM DRAIN 0 6 OR 8" STIP GAS LINE DISTANCE VARIES 19'-22' DISTANCE APPROX. 9' SOUTH OF (� NORTH OF q INVERT DEPTH APPROX. 3-4' INVERT FROM 5-7' VARIES O O O 12" CIP WATER LINE 12" PVC SANITARY SEWER 8" SANITARY SEWER DISTANCE VARIES 8'-10' NORTH OF � DISTANCE VARIES 1'-3' (ABANDONED) INVERT DEPTH APPROX. 3-4' SOUTH OF � DISTANCE VARIES 18'-24' INVERT DEPTH VARIES SOUTH OF � FROM 7.5'-11.5' INVERT DEPTH VARIES FROM 5'-13' CITY OF RENTON UTILITY ALIGNMENT NE 7TH STREET ABERDEEN TO FERNDALE PL SECTION B 43MY&OAcW2110,Isaa. CONSULTING ENGINEERS NE 7TH STREET 60'-0" 0'-6" -6" w w VARIES 4'-0" 16'-0" 16'-0" 4'-0" VARIES z J Z SIDEWALK TRAVEL LANE TRAVEL LANE SIDEWALK 3 3 1 I O O 1 1 o:: CURB TYPE rASPHALT o o VARIES (TYP.) CONCRETE N z vvs VARI S 2% _2% 2-�- 2% 6" STIP GAS LINE 12" CONCRETE STORM DRAIN �� DISTANCE APPROX. 9' DISTANCE VARIES 23'-27' SOUTH OF CL NORTH OF O INVERT DEPTH APPROX. 3-4' INVERT DEPTH VARIES FROM 6'-8' 12" CIP WATER LINE O DISTANCE APPROX. 9'-11' 12" PVC SANITARY SEWER NORTH OF � DISTANCE VARIES 20'-26' INVERT DEPTH APPROX. 3-4' SOUTH OF q INVERT DEPTH VARIES FROM 8'-11' CITY OF RENTON UTILITY ALIGNMENT NE 7TH STREET FERNDALE PL TO HARRINGTON SECTION C C6s7 AE 0Jmwne,Trio. CONSULTING ENGINEERS NE 7TH STREET 50'-0" 0'-6" w VARIES 4'-0" 16'-0" 16'-0" 4'-0" VARIES z SIDEWALK TRAVEL LANE TRAVEL LANE SIDEWALK 3 3 p o CURB TYPE FASPHALT o VARIES (TYP.) CONCRETE cn z _2 0 29;� v ARIES 12" CIP WATER LINE _ �— 6" STIP GAS LINE ISTANCE DISTANCE APPROX. 15' 0 SOUTH OF�PROX. 9' NORTH OF � INVERT DEPTH APPROX. 3-4' O INVERT DEPTH APPROX. 3-4' \\-- 12" CONCRETE STORM DRAIN 0� 12" PVC SANITARY SEWER O� 10" CC SANITARY SEWER DISTANCE VARIES 22'-30' DISTANCE VARIES 6 NORTH OF CL DISTANCE VARIES 16—23' NORTH OF q (BEYOND R—O—W AT 25') TO 3' SOUTH OF SOUTH OF INVERT DEPTH VARIES INVERT DEPTH VANES INVERT DEPTH VARIES FROM 6'-8' FROM 9'-10' FROM 8'-11' CITY OF RENTON UTILITY ALIGNMENT NE 7TH STREET HARRINGTON TO KIRKLAND SECTION D �7��oa�,Tsrr�► CONSULTING ENCWEERS (i MONROE AVENUE NE I 60'-0" 0'- "6 -6.. VARIES 5'-0" 22'-0" 22'-0" VARIES Z JSIDEWALK TRAVEL LANE TRAVEL LANE 3 l 0 I I o � I VERTICAL CURB ASPHALT v~i (TYP.) CONCRETE w 2� Vim-VARIES, 2" STIP GAS LINE DISTANCE APPROX. 16' —� Q— 10" CIP WATER LINE WEST OF CL DISTANCE APPROX. 5' INVERT DEPTH APPROX. 3-4' O EAST OF (� LOCATED ONLY FROM 20' SOUTH INVERT DEPTH APPROX. 3-4' TO 230' NORTH OF NE 8TH ST. AND 285' SOUTH OF NE 10TH PL. TO NE 12TH ST. 8" PVC SANITARY SEWER DISTANCE APPROX. 14' EAST OF 6" TO 12" CC AND CMP STORM DRAIN INVERT DE�TH VARIES DISTANCE APPROX. 15' FROM 4'-8' WEST OF � INVERT DEPTH VARIES FROM 2.5'-8' CITY OF RENTON UTILITY ALIGNMENT MONROE AVENUE SECTION E CONSULTING ENGINEERS r LLJ > < LLI > uj 600 0 300' 600' Tff r T I Lo 1 INCH = 600 FEET V) T > Ld ui Ell L ui Ulm 171-1 LEGEND: _J� PROJECT AREA 00 PARCELS cu � . _ _\\A 4,41 NE r7 0. c5 z E rT_, cu M F_ UiLu Li CITY OF RENTON � L NE 9TH AND MONROE AVE NE STORM DRAINAGE IMPROVEMENT PROJECT —7 CONSULnNG ENGNEERS cQ Lt:a F _ w _� f > I )! 600 f 0 300' 600 r ®' 1 INCH = 600 FEET a U i co Z a l � LEGEND: N PROJECT AREA CD PARCELS o }{ ft CU LLJ cu J aU � (�b•'p-'yy CITY OF RENTON NE 9TH AND MONROE AVE NE C�i � � STORM DRAINAGE IMPROVEMENT PROJECT / i ! CONSULTING ENGINEERS CQ IL uj j 600 0 300 600 1 1 INCH 600 FEET Y f CD 1 1 Z _ w _ _ _ W 15 LJ ` LEGEND: cu � R L a _ ® PROJECT AREA OD PARCELS cu l — s 0. o, r T a s ; ftfi cu W — a,� '.� _ - ,�° CITY OF RENTON a I NE 9TH AND MONROE AVE NE JLI I STORM DRAINAGE IMPROVEMENT PROJECT f f _ yca+suLm,c ENGINEERS H_L,..# _ o ✓^. s w ' " ~ � 1 1 ' ¢ 600' 0 300' 600' C 1 INCH = 600 FEET A\ - co a, 6 1F1t z au--Ul E E,9-- Ld Li 1 - - _= 'I LEGEND: La t PROJECT AREA T j i - I PARCELS (L ,F--L VI CL TT ri f T - L. 11 , I-, � -, _: cu Cl UL Ld F— --� v T--T -- ( CITY OF RENTON # NE 9TH AND MONROE AVE NE STORM DRAINAGE IMPROVEMENT PROJECT CONSULTING ENGINEERS f _.� 7-7-7,- z > _ Q 600' 0 300' 600' Li -- ' Lo �. z L 1 INCH = 600 FEET o -- -- - M - > . 3 j I T W � - St i a � _ n ID - T LEGEND: w � 7 _ ® PROJECT AREA T m �O s -- M r �L ` j PARCELS W z N a L'i r o i - - IEEE cu j( Y ul Q ,, CITY OF RENTON W ' — NE 9TH AND MONROE AVE NE STORM DRAINAGE IMPROVEMENT PROJECT W CONSUL nNG ENGINEERS Pi IL � j 0 _ Li UT { Z _-' W Q 600' 0 300' 600' w cr- 1 INCH = 600 FEET Lu co l 4 ;L — -- -- _. _ ui _ w RLE Li L i LEGEND: rl PROJECT AREA co PARCELS m ; lr 1 � _ j ! •� _ _ o 0 ri �~ r cu W ! _ �` --Y —a — CITY OF RENTON f I NE 9TH AND MONROE AVE NE STORM DRAINAGE IMPROVEMENT PROJECT I w -LITi Y w ¢ } 9Ld z i _j 1 600 0 300 600 Lo .11 J{ 1 INCH = 600 FEET Y ir) _. wEl F W `� �- L - _ - w + LEGEND: cu ID e . LID . PROJECT AREA co PARCELS cn cu z ffiLiUl-fiff ffH o N L�� - = CITY OF RENTON NE 9TH AND MONROE AVE NE STORM DRAINAGE IMPROVEMENT PROJECT CONSULTING ENGINEERS co IL " ,,1" r./"� Y ♦ ,F Y' e Li Q 600' 0 300' 600' Lo 1 INCH = 600 FEET Li -7- V � �. LEGEND. cu PROJECT AREA co x ! w. PARCELS N l �N 51 Ld jj Luj j .- �.. Tom- ri 01 Eff-H f j .._. . _ l - _ A °-- � ---- CITY OF RENTON NE 9TH AND MONROE AVE NE STORM DRAINAGE IMPROVEMENT PROJECT Ld CONSULTING ENGINEERS A - . Ld J LLI Q 600' 0 300' 600' 13 LLo 4 f f� � _ 1 INCH = 600 FEET U 1 -1 IL co Ld P � J 41 ;fJ ' � � _ LJ It �, ._.._..... L j L1� d r LEGEND: CU r S \V-3 � T - J 9 �. - ® PROJECT AREA OD IL 7— r PARCELS cn cu W 0. 5 4j, y p _ J` L.` flm 1. C cu CITY OF RENTON r m - NE 9TH AND MONROE AVE NE °- - STORM DRAINAGE IMPROVEMENT PROJECT —41 �Y/ L LAAH r _ __11 CGNSULMNG ENGWERS � y Tana CIE �� _ 6 LLI U 666 Q F 600 0 300 600 s _ 1 INCH = 600 FEET Lo 00 Z a . W i L ., _ L '~ LEGEND: N ` PROJECT AREA OD �~�'� � �`� '� ' � • °`" � PARCELS Mi v cu LLJ J :F a _ __ v O ` ri fitff t ti cnu X r 1 W _ �- w - CITY OF RENTON NE 9TH AND MONROE AVE NE �--- _ f/ STORM DRAINAGE IMPROVEMENT PROJECT CONSULTING ENGINEERS BY,TEST CREATED, OCT 27 1994 10,04, 16 UPDATED, APR 23 1998 171 491 26 PLOTTED, JUN 03 1998 131 11!54 FILE! K,\ACADLIB\GOFG-CVR\l IX17TB. DWG r f.. :4:Rif ! yJ N E , f Y f € ) - Hp: q` g t Ll 4F, j f 'x Jl TT -77 M OBE I V - M NRQ AVE NElip a i gq 77 x TT V/ 0 O d c m Z 0 a z = � O � o D 0 rn 4 w n c- o w oD o � x D 0 0 uU, HWAGEOSCIENCES INC. 19730-64FIi AVE. W., SUITE 200 LYNNWOOD, WA 98036-5957 TEL. 425-774-0106 February 7, 2001 FAX.425-774-2714 E- MAII. hwa@hongwest.com HWA Project No. 2000191 Mr. Barry Baker Gray & Osborne, Inc. 701 Dexter Avenue North, Suite 200 Seattle, Washington 98109 Subject: GEOTECHNICAL REPORT Monroe Ave NE & NE 9th Street Storm System Improvements Gray & Osborne Project No. 00716 Renton, Washington Dear Mr. Baker: In accordance with your request, HWA GeoSciences Inc. (HWA) performed a pre-design geotechnical evaluation of the proposed storm system improvements along NE 71h Street and Monroe Avenue NE in Renton, Washington (see Figure 1, Vicinity Map). Our work included a site reconnaissance and review of existing geotechnical data and published geologic maps. The purpose of this study was to review existing geologic and geotechnical data and formulate recommendations for construction of the replacement storm sewer. SITE AND PROJECT DESCRIPTION The subject alignment is within gently rolling uplands above the Cedar River valley and Lake Washington. Elevation varies from approximately 170 to 390 feet, sloping south and west. The vicinity is developed in single-family residences, with an elementary school and park on 7th Street. We understand that the existing storm system, formerly the combined sanitary-storm system, is undersized and surface ponding has occurred periodically on Monroe Avenue at 9th Street. The proposed storm system replacement will consist of 12-, 18-, and 24- inch diameter pipe at depths of around 4 to 6 feet, with catch basins at appropriate intervals. The pipeline will need to be deeper at side-street tie-ins, due to the depth of the existing system. We understand the preferred alternative is to construct the pipeline within the existing storm sewer trenchline. As currently envisioned, the pipeline will be installed along Monroe Avenue NE from approximately 200 feet south of NE 12th Street to NE 7th Street, then west along 7th Street to Sunset Boulevard NE, the discharge point into the existing storm system. GEOLOGY GEOENVIRONMENFAL SERVICES HYDROGEOLOGY GEOTECIINICAI. ENGINEERING TFSIIN(. R. INSF'ECIION February 7, 2001 HWA Project No. 2000191 Subsurface Conditions Background geologic information for the site was obtained from the map Geology of the Renton Quadrangle, Washington, U.S.G.S. Map GQ-405 (D.R. Mullineaux, 1965). The predominant surface deposit in the vicinity is Vashon till, a very dense, unsorted mixture of sand, gravel, and silt, deposited beneath glacial ice during the Vashon Stade of the Frasier Glaciation. The till in the project vicinity is mostly sand, according to Mullineaux. The area between Kirkland and Aberdeen Avenues is mantled with recessional outwash sand, deposited by glacial meltwater flowing down the Cedar River valley during the last glaciation. This material was deposited over the till as a high terrace above the river. This unit was not overrun by glacial ice, and therefore is unconsolidated. Based upon the geologic map, previous geotechnical explorations in the vicinity, 71h Street sanitary sewer construction, and our site reconnaissance of December 28, 2000, we anticipate subsurface conditions along the alignment will be as follows (soil changes referenced to the nearest cross streets): • Monroe Avenue and 71h Street, to Kirkland Avenue: Trenches excavated into undisturbed native soils will likely encounter Vashon till, consisting of dense to very dense, gravelly, silty, SAND. The upper two to three feet of till is typically weathered to a loose to medium dense condition. Ground water may be perched on top of the dense to very dense soil, within the weathered till. Trenches excavated within the existing storm sewer trenchline will encounter the previous backfill, which likely consists of the excavated till soils. It is possible, but unlikely, that the original trenches were backfilled with import structural fill, such as pitrun sand and gravel. • 7th Street, Kirkland Avenue to Aberdeen Avenue: Trenches excavated in either the existing trenchline or undisturbed native soils will encounter loose to medium dense, clean SAND. Perched ground water may be encountered above the underlying till, where trenches penetrate the recessional outwash sand. • 71h Street, Aberdeen Avenue to Sunset Boulevard: Till may again be encountered along this section. CONCLUSIONS AND RECOMMENDATIONS The existing soils, whether undisturbed native or previous native or imported backfill, are capable of supporting the proposed pipeline. Pipe should be surrounded by a minimum of 6 inches of bedding material. 2000191 Renton Storm Sewer.doc 2 HWA GEOSCIENCES INC. February 7, 2001 HWA Project No. 2000191 Caving and heavy sloughing of the trench walls should be anticipated in the 71h Street sand deposit. Any ground water that may be encountered can be removed from the trench with sump pumps. If ground water is encountered within the trench in the sand deposit perched above till, dewatering wells would not be effective, based upon the relatively shallow depths to the till. All trench backfill above 4 feet should be compacted to a minimum of 95 percent of its modified dry density (MDD) based on ASTM D 1557. Excavated soils can be reused for trench backfill, provided that the moisture content is near optimum. The moisture content will depend on the soil gradation, density when excavated, wetting or drying after excavation and before backfilling, and season. Undisturbed till is typically near optimum moisture content. However, excavated till previously placed as backfill can absorb more water due'to its lower density. Soils with over-optimum moisture content should not be utilized for trench backfill. Soil excavated within the recessional outwash sand, whether undisturbed or previously placed as backfill, is likely to be suitable for use as backfill. We understand that backfill for the new sanitary sewer along 71h Street was water jetted in order to achieve adequate compaction. UNCERTAINTY AND LIMITATIONS The conclusions and recommendations presented in this letter report are based on site conditions as they presently exist and assume that the observations are representative of the subsurface conditions throughout the site. If, during future site operations, subsurface conditions are encountered which vary appreciably from those described herein, HWA should be notified for review of the analyses and recommendations contained in this report, and revision of such as necessary. If there is a substantial lapse of time between submission of our report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or near the site, it is recommended that this report be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse. 2000191 Renton Storm Sewer.doc 3 HWA GEOSCIENCES INC. February 7, 2001 HWA Project No. 2000191 O.O We appreciate the opportunity to provide geotechnical services on this project. Should you have any further questions or if we may be of further assistance please call. Sincerely, N B Ol vo�s HWA GEOSCIENCES INC. y x +'►� IQNAL iZ 171 J EXPIRES 7/25/O Brad W. Thurber Ralph N. Boirum, P.E. Engineering Geologist Vice President BWT:RN13 Enclosures: Figure 1. Vicinity Map 2000191 Renton Storm Sewer.doc 4 HWA GEOSCIENCES INC. 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