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.•i3Wnsi-a+.,• —n ?a --- E�- M arms a�,i a:.-.eb �` MI 41 •I 4/#1 ilit . .. 1orge vet . $bY'o ii 71.'" ri �� • s e �'�►' .. I- .I r..,,,r.:....4/ f— - -.; sal- ...,,,lis . I ., t . 1 - r _• • �)y--�" ,��/ _-1/ 2151111.111. _,. in G...-. , -- `\ LAB>� —.� / 4 ~e _--e. 7— • j.. r — o --- C:!!:•,--.41 ,:!. f•- rP .----- ,, ;-_,/i, __,,\ \\\ , • . , .__._ ., . , . . , , . i . 41 . WI !6IJ : ,. ,ll i S,.,_ • �L i hear '.fl • \L gi 'lam • . e r_—_. APPLICANT. Am C+o.MAP :74 • City of Renton Finance Departi___A Request for Cla. .s or Treasurer's Check Date of Request •7 7 (2 t Date Required t - Requesting Department \)\ Authorized Signature — „ • • • REASON FOR CHECK Deposit Refund Name ••-•- Amount — „.1:• (-C, 7,-• 1. Finance Receipt No , ;/.6 Receipt Date Other Describe Circumstances Requiring Issuance of Check: , ..) %.1 (,•'AI, ( • , •-1 (11_ CHECK PREPARATION INSTRUCTIONS Amount $ :2. C .7 Charge to Account(s) ay)/coci • , I (?) , ._,• Payable To ;./N. eCi.C.‘ :S t t T, Address k„, ) H 7C.:(') 0 Mail Check to Payee 0-=' Return to Dept: Soc Sec or IRS ID No 0 Other: CHECK AUTHORIZATION - Finance Department Use Only. Approved Date 0 Claims 0 Treasurer's Check No: CTY006/7/89 = �= DODDS ENGINEERS, INC. CIVIL ENGINEERING SURVEYING PLANNING March 22, 1996 DEI Project No. 94172 CITY OF RENTON CEsVED` Mark Pywell �' 6 City of Renton 200 Mill Avenue South B I�— ri4i IVJSION Renton, WA 98055 Subject: Talbot Road Development Burnstead Construction Company Dear Mark: Per your conversation with Ron Hughes at the Burnstead Construction Company, we are hereby withdrawing our preliminary plat and site plan application for the Talbot Road Property. Due to marketing input and the single family/multi-family mix requirements, we will be revising the plans significantly. As a result, please refund the application fees paid to date. Please call with any comments or questions. Thank you. Sincerely, DODDS ENGINEERS, INC. Craig J. Krueger Director of Planning 4205 1 48TH AVE. N.E., SUITE 200—BELLEVUE, WA 98007 (206) 885-7877 FAX: (206) 885-7963 CITY ? F RENTON - Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • March 6, 1996 Mr. Ron Hughes P.E. . . Bumstead Construction Company 1215 120th Ave. NE#201 Bellevue, WA 98005 Subject: Talbot Road Development Dear Mr. Hughes: We have received the application for the project referenced above. The application is not complete and , the following items will need to be submitted before the application can be accepted as complete. 1. A wetlands report in accordance with the City of Renton, Wetlands Management Ordinance, is required.. • 2. A slope analysis that at a minimum identifies the.areas that are below 25%, 26% to 39%, and those areas over 40% slope. • 3. An analysis of the site prepared by a geologist or soils engineer that addresses the potential for • • landslides and any special mitigation that might be required. 4. The R-24 zone requires a 50/50 split between the single-family units and the multi-family units. The project as proposed provides more single-family units than multi-family. If you wish to retain this split a variance will need to be submitted. The cost of the variance would be $250.00. The project addresses, in a narrative form,the types of buildings that will be constructed on the proposed • . lots. Does Bumstead Construction plan to construct the units that are proposed? A site plan will be required on this site due to the zoning and the size of the project. The site plan will require a public hearing before the Hearing Examiner. It would be quicker and easier to process the application if the site plan was submitted at this time. This way, we would be able to combine the environmental review and the public hearing on the site plan and the subdivision. It would also eliminate many of the problems that were encountered on a previous project where the applicant submitted the subdivision and the site plan separately. A site plan submitted with the subdivision would cost $1,000.00 to process. A site plan submitted separately would cost around $3,000.00 plus postage. If you have any questions regarding these issues, please contact me at 277-5586. Sincerely, rnie . Mark R. P , AICP Project Manager 200 Mill Avenue South - Renton, Washington 98055 .m. • • • • • • ................................................................................DE1/ELO PIVIENT`SER:�/I`CES.. .I. .I. . . .................. . • STE APP I.CATIO •1•lV•IV•ER S.: >'> ><>>::' • ote '>I e: o`e`tHari'oe'Is al>owner''> rease'•attactia°'`addiL '"`al' EXIS TING LAND uSE (s)• Re sidential NAME: Burnstead Construction Co. , Inc. The site contains 1 single family residence which is currently being rented. PROPOSED LAND USES: Residential ADDRESS: 1215 120th Ave NE #201 CITY: Bellevue, WA ZIP: 98005 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Planned neighborhood TELEPHONE NUMBER: 454-1900 ext. 233 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION: C.ON.TAG........ERSO.NIA ..PLI.CANT...... IK::,..... ............................................................................................................................................ Planned neighborhood NAME: Ron Hughes, P.E. Burnstead Construction Co. , Inc. EXISTING ZONING: PNR// R-24 ADDRESS: 1215 120th Ave NE #201 PROPOSED ZONING: R-14 CITY: Bellevue, WA ZIP: 98005 SITE AREA (SQ. FT. OR ACREAGE): TELEPHONE NUMBER: 454-1900 ext. 233 25.66 acres VALUE: :::>; :<:»::>::>:<::::>:«<:: FEB fl PROJECT AL .. ...............:.....:::.................................... $15 million DeV 7996 PROJECT OR DEVELOPMENT NAME: C�N')fiv7p Talbot Road. IS THE SITE LOCATED IN THE `eCTION AREA? PROPERTY/PROJECT ADDRESS(S)/LOCATION: No 5017 Talbot Road.... • IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? Yes, portions along the West part of the site KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): are within the Springbrook Wetland,. Class II 312305 ,- 9053 - 08. landslide hazard and Class III ,seismic 312305 - 9037 - 09 hazard. 312305 - 9149 - 04 ::::«: ::><:::>:::<:»»»>::;::<::;>:>:>LEGAk >:nES.::Ri, , � :> . .;; .:: > ; ;<;: ..,:..n<,..,. :. ,��ati.ee.t:af;;ne.c.essa ............... �.:... O:N:::01=::P.RO.PER..T.Y::.(.Atta.c.:..:se. :a.:: .,...:........ :... .....................:..:::.:.Y1.:.::.:::::.::.::.:::::.::: See attached Exhibit A 1 1 >< << ><i i€ € < <> ? <> >genii `'g i<'<i><YPE '� .F>€�.'pPL� ��ArTI' N..& FEEEIS« ::'[I>: : li. i n:;:;: :;: h <: �. .�-.;.i. ;>: . fi.:.w ... . erm es : >::.;::» :<::::<::::::;:<:: ;>:::>:<::«:::><:::::Ch°::<:'k..a .a . . cat.o......t es..x.. a.t.;a . ... .....C.t.....s.#a...f... . ....d.et ........ ..e....e. ................................................ _ANNEXATION $ (SUBDIVISION: _ COMP. PLAN AMENDMENT $ II' — REZONE $ _ LOT LINE ADJUSTMENT $ _ _ SPECIAL PERMIT $ I_ SHORT PLAT $ _TEMPORARY PERMIT $ TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ PRELIMINARY PLAT $ X SITE PLAN APPROVAL $ I FINAL PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: ) 1PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION:! ) _ PRELIMINARY _WAIVER I $ _ FINAL _WETLAND PERMIT $ ROUTINE VEGETATION — MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ BINDING SITE PLAN • $ SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ . _ CONDITIONAL USE S _VARIANCE $ _ EXEMPTION $No Charge L ENVIRONMENTAL REVIEW $ _ REVISION $ g ,::<:;.:«.F,l:<•::.>:::V >< 6 W.N.RSHIPi>`<<<> >'' `<><><`'rengi > >> >i> `>> ' >« >` : I, (Print Name) r 4 y / ,declare that I am(please check one)_the owner of the property involved in this application,,the I! authorized represen tive to act fo the property owner(please attach proof;of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ATTEST: Subscribed and sworn to before me, a Notary Public,in and for the State of residing at (Name of er/Represent tive) ie,7Nrndx.. , on the aivtpf,®e.0 eb. 79p�. • 16�o�04A GO On; O�Q r ��C n e ��}��° �� p�P,cask0 N. 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REVISED 2/95 I � EXHIBIT A TALBOT ROAD Legal Description PARCEL A: THAT PORTION OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WEST OF COUNTY ROAD NO. 80, KNOWN AS THE KENT-RENTON ROAD, ALSO KNOWN AS SPRINGBROOK ROAD, AND ALSO KNOWN AS 96TH AVENUE SOUTH. PARCEL B: THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE WESTERLY MARGIN OF KING COUNTY ROAD NO. 80, KNOWN AS KENT-RENTON ROAD, ALSO KNOWN AS SPRINGBROOK ROAD, AND ALSO KNOWN AS 96TH AVENUE SOUTH, EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERLY MARGIN OF KING COUNTY ROAD NO. 80 AT ITS INTERSECTION WITH THE NORTH LINE OF SAID NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31; THENCE NORTH 88°53'22" WEST ALONG SAID NORTH LINE A DISTANCE OF 270.00 FEET; THENCE SOUTH 00°29'59" WEST, PARALLEL WITH THE CENTERLINE OF SAID KING COUNTY ROAD NO. 80, A DISTANCE OF 120.00 FEET; THENCE SOUTH 88°53'22" EAST, PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION A DISTANCE OF 270.00 FEET TO THE WESTERLY MARGIN OF SAID ROAD NO. 80; THENCE NORTH 00°29'29" EAST ALONG SAID WESTERLY MARGIN A DISTANCE OF 120.00 FEET TO THE POINT OF BEGINNING; ALSO EXCEPT THAT PORTION OF SAID SUBDIVISION DESCRIBED AS FOLLOWS: COMMENCING AT THE WESTERLY MARGIN OF KING COUNTY ROAD NO. 80 AT ITS INTERSECTION WITH THE NORTH LINE OF SAID NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31; THENCE NORTH 88°53'22" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 270.00 FEET; THENCE SOUTH 00°29'59"WEST, PARALLEL WITH THE CENTERLINE OF SAID KING COUNTY ROAD NO. 80, A DISTANCE OF 150.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 00°29'59 WEST PARALLEL TO SAID ROAD, A DISTANCE OF 57.42 FEET; THENCE SOUTH 00°12'55" WEST, PARALLEL TO SAID ROAD, A DISTANCE OF 125.37 FEET TO THE SOUTH LINE OF SAID SUBDIVISION; THENCE SOUTH 88°49'O1" EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 270.04 FEET TO THE WESTERLY MARGIN OF SAID KING COUNTY ROAD NO. 80; THENCE NORTH 00°12'55" EAST, ALONG SAID WESTERLY MARGIN, A DISTANCE OF 132.35 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, NORTH 00°29'59" EAST, A DISTANCE OF 49.73 FEET; THENCE NORTH 88°53'22" WEST, A DISTANCE OF 270.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL C: LOT 2, CITY OF RENTON SHORT- PLAT NUMBER 399-79, RECORDED UNDER RECORDING NUMBER 8005139001, SAID SHORT PLAT BEING A SUBDIVISION OF A PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, ` LYING WESTERLY OF COUNTY ROAD NO. 80, KNOWN AS KENT-RENTON ROAD, ALSO KNOWN AS SPRINGBROOK ROAD, AND ALSO KNOWN AS 96TH AVENUE SOUTH. - �_ DODDS ENGINEERS, INC. - CIVIL ENGINEERING SURVEYING PLANNING February 28, 1996 DEI Project No. 94172 PROJECT NARRATIVE TALBOT ROAD PROPERTY- RENTON,WASHINGTON APPLICANT: BURNSTEAD CONSTRUCTION The concept for the Talbot Road Property is to create a residential community with a mix of housing types per the City's Planned Neighborhood Residential designation. The 25 acre site is located on the west side of Talbot Road South, approximately 1/4 mile south of Carr Road. The site contains both open grassy areas and existing trees, with some steeper slopes and a wetland along the western boundary, adjacent to State Route 167. The conceptual site plan and preliminary plat propose a total of 156 homes, consisting of 60 single family lots, 34 townhouse condominiums and 62 multi family condominiums. Per the City's definition of residential housing types, this mix constitutes 60% single family and 40% multi-family and is in keeping with the PNR policies. The single family homes are located generally in the southeastern and central portions of the site and are accessed by way of a public road. This road enters near the southeast corner of the site and loops through the single family lots. A landscaped neighborhood park provides a visual focal point for the homes and is easily accessed by all residents. A 30 foot wide parcel (Tract B) provides an open space and pedestrian connection between the neighborhood park and Talbot Road. The single family lots are generally 45 feet wide and 85 feet deep with a minimum lot area of 3825 square feet. The townhouse and multi-family condominiums are located in the western and northern portions of the site. Access is provided from the northeastern corner of the site through a 60 foot wide parcel. This landscaped access road will feature a detached walkway and will connect with the public road system in the single family area. This connection will result in a looping street system that provides emergency access and creates a unified neighborhood of single family and attached homes. The townhouse condominiums are located at the western portion of the site and are designed to fit the steeper topography along this edge. The homes will feature an attached one or two car garage and a walk-out lower level to transition down the slope. The steeper slopes between the townhouses and the westerly property line will remain in a natural condition except for the storm drainage pond as shown on the preliminary drainage and utility plans. FEBRECeiVED 2 91s96 DEVELOP EN'' 4205 148TH AVE. N.E., SUITE 200-BELLEVUE, WA g'8` ,, ::)"8185-7877 FAX: (206) 885-7963 The multi-family condominiums have been designed to greatly reduce the visual impact of the garages and to create structures that are similar in scale and massing to the single family homes. These condominiums will feature attached two car garages that are reached by way of a short paved driveway at the side of the structure. A one story "carriage flat" is located above these garages with an adjacent 2 story townhouse type home, both with direct access from the garages. The front doors are oriented towards the street to create an appealing streetscape within the neighborhood. Parking for the single family homes is provided in 2-car garages, on the driveway apron and on one side of the public street adjacent to each lot. The condominiums feature one and two car garages with guest parking on one side of the private streets. The public streets will include attached sidewalks on both sides, while the private drives in the condominiums will include an attached walk on one side. Construction is anticipated to start in the fall of 1996, contingent upon the approval process. The single family homes will be developed as one phase while the condominiums will be constructed in two phases. Full buildout is expected in approximately two to three years, dependent upon the for-sale housing market. TALBOT ROAD Construction Mitigation Plan • In order to mitigate the impacts of site development for Talbot Road on the surrounding neighborhood, the following requirements will be established for the project: Prior to the start of any construction, a Temporary Erosion / Sedimentation Plan will be prepared for review and approval by the City of Renton. This plan will show the location of temporary construction entrances for the site. The design of these entrances will use quarry rock to keep mud from being tracked onto Talbot Road. Street sweepers will also be used to clean Talbot Road as needed. Construction activities will be limited to the period from 7:00 a.m. to 6:00 p.m. weekdays for the heavy equipment operations that produce the highest noise levels. The majority of construction vehicles will go north on Talbot Road to S. 43rd and then onto the East Valley Highway (SR 167). Since this is a major road system, there will be no impacts on residential streets. During the drier summer months when construction activity could produce dust from the exposed soils, the site will be watered as needed to keep the dust at a minimum. RECEIVE" FEB291996 f7EVELOPPJic±NT PLANNING CITY OF RENTON • AM Environmental Checklist A. Background 1. Name of proposed project, if applicable: Talbot Road 2. Name of applicant: Bumstead Construction Co., Inc. 3. Address and phone number of applicant and contact person: Ron Hughes, P.E. (Burnstead Construction Co., Inc.) 1215 120th Avenue N.E., Suite#201 Bellevue, Washington 98005 (206)454-1900 ext 233 4. Date checklist prepared: February 13, 1996 5. Agency requesting checklist: City of Renton Planning Department 6. Proposed timing or schedule (including phasing, if applicable): Construction will begin as soon as the required permits&approvals are issued. It is estimated that this could occur during the summer of 1997. Plat improvements would be completed in the Fall of 1997,with building construction complete within 24 to 36 months. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes,explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None. 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. No. 10. List any government approvals or permits that will be needed for your proposal, if known. Preliminary and final plat approval, site plan approval, streetRu e�p�f ,61PDES permit and building permits. ° FEB 2 9 1996 DEVELOPMENT PLANNING CITY OF REN'NTON 1 Environmental Checklist 11. Give brief, complete description ofyour proposal, includingthe proposed uses and the p p � P p � p p size of the project and site. The proposal is to subdivide the 25.66 acre site into 60 lots for single-family homes and 36 multifamily buildings providing 96 units with related streets, sidewalks, storm drainage, sewer and water utilities. 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. The project is located in the Southeast Quarter of Section 31,Township 23 North, Range 5 East on the westside of Talbot Road.The address of the existing home on the site is 5017 Talbot Road. B. ENVIRONMENTAL ELEMENTS 1. Earth A. General description of the site (circle one): flat rolling, illy,steep slopes, mountainous, other B. What is the steepest slope on the site(approximate percent slope)? I ' On the westerly portion of the site,slopes exceed 40%. C. What general types of soils are found on the site (for example, clay, sand p , gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Per the Soils Conservation Service Soil Survey, soils on the site consist of the Alderwood series, gravelly sandy loam. D. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. E. Describe the purpose,type and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 20,000 to 30,000 cubic yards of dirt will be moved on site for street { improvements and construction of buildings.All earth work will balance on site. Imported fill material will come from a local pit. 2 Environmental Checklist F. Could erosion occur as a result of clearing, construction, or use? If so generally describe. Erosion of exposed soils could occur when vegetation is cleared during construction operations. G. About what percentage of the site will be covered with impervious surfaces after construction (for example,asphalt or buildings)? Streets, sidewalks, houses and driveways will cover approximately 25% of the site. H. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. A temporary erosion and sedimentation control plan will be implemented during the construction period after City approval. The plan would include filter fabric fences, temporary construction entrance and sediment ponds. 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. During construction, heavy equipment, delivery and worker's vehicles would generate exhaust emissions. Construction activity could also produce dust from exposed soils.A minor increase in particulate emissions could result from the use of fireplaces in the completed homes. B. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. C. Proposed measures to reduce or control emissions or other impacts to air, if any: Water trucks will be used as necessary to control dust during plat construction. 3.WATER A. Surface Water: 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, location and provide names. If appropriate, state what stream or river it flows into. There is a seasonal flow of water coming from an 18"culvert in Talbot Road that is conveyed through the southern third of the property through a man made ditch that deposits the water in the Springbrook Wetland at the Southwestern corner of the site. There is also a seasonal flow of water coming from a small man made pond on an adjacent property to the Northeast. This water enters the site through a pair of 4" pipes and then flows South through a ditch that connects to the Southern ditch. 3 Environmental Checklist 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. Both the seasonal flows described above would need to be picked up and tightlined through the site. Stormwater runoff will discharge into Springbrook Wetland located on the westerly portion of the property. 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. None. 5. Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No. The westerly portion of the site contains the Springbrook Wetland which would have standing water at times. 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 Water: 1.Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.) 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. 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. 4 Environmental Checklist Stormwater generated from the developed site will be collected in underground pipes and conveyed to detention facilities. Runoff will then be released at the pre developed rates to Springbrook Wetland on the west portion of the site. 2. Could waste material enter ground or surface waters? If so, generally describe. Waste materials are unlikely to enter ground or surface waters. Urban runoff,which contains small amounts of pollutants from motor vehicles&landscaping activities,will enter the storm drainage system. D. Proposed measures to reduce or control surface, ground,and runoff water impacts, if any. Refer to 3.C.1. (Water Runoff) 4. PLANTS, A. Check or circle types of vegetation f d on the site: x deciduous tree: !der aple aspen, other cottonwood x evergreen tree: fir edar pine, other hemlock shrubs x grass pasture crop or grain x wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily,eelgrass, milfoil, other x other types of vegetation (Please list) blackberry vines B. What kind and amount of vegetation will be removed or altered? Most of the grass land and some of the deciduous and evergreen trees will be removed for construction of the streets and buildings. C. List threatened or endangered species known to be on or near the site. None are known to exist. D. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The site will be landscaped with turf grass, bea uty g bark and various native shrubs such as Rhododendron. 5.ANIMALS A. Circle 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,(ngbirdsother: Blackbirds mammals: deer, bear,elk, beaver, other: Coyote fish: salmon,trout, herring, shellfish, other: 5 Environmental Checklist B. List any threatened or endangered species known to be on or near the site. None are known to exist. C. Is the site part of a migration route? If so,explain. No. D. Proposed measures to preserve or enhance wildlife, if any. None. 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. Electricity and natural gas will provide energy for heating and cooking. 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. The residences will meet energy conservation measures. 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. No. 1. Describe special emergency services that might be required. None. 2. 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)? 6 Environmental Checklist Highway 167 runs along the West boundary of the property and traffic noise can be noticed from the site. 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. During working hours, construction activities would increase the peak on-site noise levels to approximately 80-90 dBA. The completed and occupied project would result in a slightly higher ambient noise level than the undeveloped site, as is typical from the traffic, people and pets in residential neighborhoods. 3. Proposed measures to reduce or control noise impacts, if any. Construction activities would be limited to the period from 7:00 a.m.to 6:00 p.m. weekdays for the activities that produce the highest noise levels such as heavy equipment operations. 8. LAND AND SHORELINE USE A. What is the current use of the site and adjacent properties? The site contains an existing house and barn. The property adjacent to the site on the north contains apartments and the property to the south is undeveloped.Adjacent properties on the east contain single family homes.A new townhome project, Summit Park, is also east of the site. Highway 167 is on the westside of the property. B. Has the site been used for agriculture? If so, describe. No. C. Describe any structures on the site. The site contains an existing house and barn. D. Will any structures be demolished? If so,what? Yes.The existing house and barn. E. What is the current zoning classification of the site? The current zoning is PNR/R-24 with a proposed zoning of R-14. F. What is the current comprehensive plan designation of the site? Planned Neighborhood G. If applicable,what is the current shoreline master program designation of the site? Not applicable. 7 Environmental Checklist H. Has any part of the site been classified as an "environmentally sensitive"area? If so, specify. The westerly portion of the site is within the Springbrook Wetland. Steep slopes on the westerly portion area are within a Class II Landslide Hazard Area and Class Ill Seismic Hazard Area. See attached Figure 1 for Environmental Constraints. I. Approximately how many people would reside or work in the completed project? Assuming an average of 2.6 people per single family home and 1.7 people per multifamily unit, 319 people are expected to reside in the development. J. Approximately how many people would the completed project displace? One rental resident of the existing house K. Proposed measures to avoid or reduce displacement impacts, if any. None. L. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. The proposal is a mixed single-multi family residential development which conforms to the City's Land Use Plan and policies for the area. 9. HOUSING A. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. The project will create 60 single family homes and 96 multi family homes for the middle-income market. B. Approximately how many units, if any,would be eliminated? Indicate whether high, middle or low-income housing. The house on site is currently a low income rental and would be removed from the site. C. Proposed measures to reduce or control housing impacts, if any. None. 10. AESTHETICS A. What is the tallest height of any proposed structure(s), not including antennas; what is he principal exterior building material(s) proposed? House plans will conform to zoning requirements. Exterior building materials would include brick, wood siding, shingles and glass. 8 Environmental Checklist B. What view in the immediate vicinity would be altered or obstructed? No views would be obstructed. However,the new homes will be visible from residences adjacent to the site on the north and east. C. Proposed measures to reduce or control aesthetic impacts, if any. New streets and homesites would be landscaped to include trees, shrubs, groundcover and lawns. 11. LIGHT AND GLARE A. What type of light or glare will the proposal produce? What time of day or night would it mainly occur? Light will be produced by new homes, streetlights and motor vehicles on-site, generally in the evening hours and during winter months in the early morning hours. Motor vehicle headlights may produce some glare. B. Could light or glare from the finished project be a safety hazard or interfere with views? Light or glare is not expected to be a problem. C. What existing off-site sources of light or glare may affect your proposal? Lights from the Kent Valley can be noticed from the site. D. Proposed measures to reduce or control light and glare impacts, if any. None. 12. RECREATION A. What designated and informal recreational opportunities are in the immediate vicinity? None. B. Would the proposed project displace any existing recreational uses? If so, describe. No. C. Proposed measured to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 9 Environmental Checklist 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. No. B. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None are known to exist. C. Proposed measures to reduce or control impacts, if any. None. 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. Access is provided in two separate locations to Talbot Road South from the site. B. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop. No. The nearest bus stop,which serves Metro Bus Route 155 & 163, is approximately 1700 feet north of the site at S. 43rd&Talbot Road. C. How many parking spaces would the completed project have? How many would the project eliminate? Each house will have a minimum of two garage spaces and two driveway spaces for a total of 240 parking spaces. Each multi family unit will have a minimum of two parking spaces for a total of 192 parking spaces. 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). Yes. Public right of way will be constructed to provide access to the single family lots and private streets will be constructed to access the multi family portion of the site. E. Will the project use (or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. No. 10 Environmental Checklist F. How many weekday vehicular trips (one way) per day would be generated by the completed project? If known, indicate when peak volumes would occur. The completed project will generate 1,253 trips per day, assuming 10 trips per day per single family and 6.8 trips per day per multi family. The peak volumes would occur from 4 p.m. -6 p.m. G. Proposed measures to reduce or control transportation impacts, if any. None are proposed as part of the project. 15. PUBLIC SERVICES A. Would the project result in an increased need for public services (for example: fire protection, police protection, health care,schools, other)? If so, generally describe. Yes. New residences would contribute to an incremental need for fire, police, school, health care and city public works services. B. Proposed measures to reduce or control direct impacts on public services, if any. Taxes and fees paid by the project developer and future residences pay for or substantially offset the cost of services to neighborhoods. No additional measures are proposed. 16. UTILITIES A. Circle utilities currently available at the site: electricity, natural gas,water, refuse service,telephone,sanitary sewer,septic system, other. Cable TV 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. City of Renton Water and Sewer Washington Natural Gas Gas Via Corn Cable TV Puget Power Electricity GTE Phone All utilities would be provided as part of the project construction. C. SIGNATURE I, Ronald F. Hughes, P.E.,the undersigned,state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation of willful lack of full dis Iosure on my part. Proponent: ��/`ac Name Printed: i€ 'A4 cp h"." ///3N ES, . Date: /5/(1/,v - � /9°f 11 i ....•••••.Y. (.. )---- L•j1-' ))........ ( 3••••;.•::::.:::::...I, 1 .' '' } �' .; :::::� + A ..•N.... I • yn_ �Mft:' :: ii--- / ::::,,,':.. . .... • .:. ..,.. • , ..._, .„„:„,,. ...• ,. --,v,:„...,...,..............• , , , ,....,,. ....r iii:•:::::.N .s.: - 4?,;:::....w.: : .,- .-,..44............,-", ...::.•' 1::::.k::::::ii4::::..4:;::::1...!:::::::..-....::::... A••••• • .'•::::::: .._.... . tiff° .._..3_,,r'. ..„ ,,---77.7-fh.::::-:,t7:mT.:litg...i...:..;:::,.:::;::-.....------• :::.11:::::..si ::_::::..:!::::..•....:...:i:i::::2,:...,:e4.:1::::::;:... .:::!..!.:!......:;.. _ •,:::- • r :::: ."7„..:INAL::5it:; 54.45:::::::1.,*::T.i.f.i....ir..,.,..:4::•!..::;_:..•,e i 1 i';:xl.:...1.t.*: ::::ii,?...:... /..,, • il • ;:•!.:1.-.. ..:• .'-.'' -(::::•:::::.:. e ...:41...... ...:01::::::::::.4...*:::.,ii:k44:iiii?.:::i......i::: ::.: t r is :;:; aL 'ii /^ :•:C•} :;}:i�:�' :(r' '• , _•.tie• •t"l li:;: `� ' w•' � ':::• :... .fir:='::::.::%�.G ,�{. 'Tie• 0.OR I :It;:j •:;{i:•i;. ' :L; �.- t.....Y..x;rV Iti� .. :::i: .iti:'-.•. � i I / :%::>::';:•..•:•ti'..:...,,. ' t' ,ram .. '.f.•:.:}.:'�. %::: \;•> }::: :t'r!. • •• •::::$: : � . ; fn! :.,•.•..:.'•. ;Sources: \ 1,• . •• :4:••>.• ';• S • Q} ...•�►i:::' i •Kin CountySensitive Ar•ae MapFolio - 1978 ''�)�.r: :;.• ,_ ,TE 11-: : r'Yz� •King Count Sensitive Areas Ma Folio •1987 t �Y = Q } '' •)1 *City Of Kent Topographic Maps - 1988 •i'.: : - :, i:::•:;: i •City of Renton Community Profile - 1989 ''`•' 1•::1.`' ' •Cit of Renton Topographic Ma s • 1962 :i !:it .H •••:::. I YP ' ': : ., ! •King County Soils Atlas -Soil Conservation Service :`• : I I ::'£:: :';: I •METRO Water Pollution Control Department • :::.:•:.:. \ , • 1987/1988 Statue Report �::$%•:;;;:. \ :?: ;., " ::::t•: :'::;•: '•Washington State Department of Fisheries l:; {•••••• •ii'• :;i ' I' ::: :i•+.i•t•a:i:. 1 Catalog of Streams and Salmon Utilization ;�. � £ :•.,•:;• . :c:i;:•,::;ti;:<; I • 1975 :..s'�•1..` +`''t•.y • I •Cit of Renton Wetlands Study- 1981 .1:•>;;;:;;:;:;; •;::;y: • : 'r:: ::f<t::<:•::f::, \� •U.S. Department of Fish & Wildlife w; : F ':::r<:: ;?� is-,., ;;� National Wetland Maps • 1985 ' •::: :.ii r I '` 1 i:<::" '`.`•:::1:''i ! :::5::`:;' I •"'•'':•.• 4•, ITY OF RENTON' I:�::•t:: :::.; : _ prng•roo ., INc COUNTY 1I S. 1:$ik: _F 1 % :::•:::•., .' :1: ;. \\ \ o't: •' . ,.i} i ' +1•- :::••` 0' 300' Eby Municipal boundary • iusi;< N [.: > after tt... by RWY Then*I MMOWM I . • i.''" '?r MODERATE ' OF Rot+ • A it, Landslide Class HI A. 41 © z ErosioSeismin Class "' ENVIRONMENTAL "'" CONSTRAINTS i'_.::::'�3 SEVERE 0' Slopes 40% and over rto ie►ll. Wetlands and streams Figure 1 1/11/90 - / ,1. \ -N J '. ' ` \ , THE % r; '-, >+ l�al mil' �I 1J . r \ } „Steve Bur'nstesd°Constivccttion Com'ant Rick Burnstead Construction Company Burnstead Construction Company ) ; C. Z I, l` 7 r/ 1 J /. 1 l a ' ' February 29. 1'996 y l 1, _ ( T. \ Ms. Jennifer. Henning ''r. 'c \ '' i, ; ' , ' , _ i' Development=Services Department' ( - -City of Renton • • '' _ 1, H . 20011l1ill Avenue South ' ' / ` n i /.' Renton, WA-98055 ` 1 / . ; - ' / ., ^` j. j, 2 „' i i\ i / " i 'RE Talbot,7Road -\Preliminary Plat'and Site''Plan Review Application, > ` ` - Dear Ms. Henning:, `' 't. , t. '{. , ' ' `�;-Please firid enclosed the following documents`associated with,the applications ,,• ^;1 , ' �, ,• , for the Talbot Road Preliminary Plat end Site Plan.Review: c J - 1 , , 1." r',Master which includes Affidavit of Ownership ` ' '` ("' i (10 copies and 1 Original). - \ ' ' ,/ _. - 2: Environmental Checklist(11 copies). ,-. - \_ ; ' 3._ Plat Certificate (3 copies). - J _ . ,. , '? (. f i \r, l / l • 4. Mailing for\property owners within`300,feet (2 copies with self ' - 'f , adhesive). H' } — ', , ' ' •,i 5 (.Postage fee amount $7.6.8'.(check number'14'446). ' ( , -• •' ,' 6. List of surrounding property owners (names, addresses and ' , ' ,�_\ , , , 1,�� ' : !. assessor's.parcel number): , , \ ' c; -' M0, - --- ` - y�. . r/ • 7 ` "- 7. ` !Fee amou" ` !• 'c`- - /_ nt`$3 000;(check number 14436). ! w'�',,,•r.; , ( ' 8 Project narrative (11 copies):' v ) ;l.a_ l % i'S �4',' rF \ " ( - \ i, t. ),'� } t,, `.9:: Construction mitigation-plan (11 `cop(es). '( �`? >( ! ' ! -'• 10.,Neighborhood detail map (11 full size copies 24" x 36" Il '':'?i'' / � (• \ r\ } \ 11 Preliminary Plat;Map, 2 she_ ets'(1 full size copirees, 24" x 36"), - , ' 4 '' 'r' ' . r r } �e \" �'I', NN ! f\ , - DEVELOPMEINiT PLA O'G454,4543 ' '. -- 'i , , 1215 120th Avenue N.6„ Ste. 201`'Bellevue,.WA 9800.'-213\51'1206,(3bT40 ,�(l�4e 4 (r., < • • I ,l — , -,i, , l/‘I • (r ,'4� , ' - ,,1, , ' / — I/ / .) ) a''' I/' If i' ,/• 11 `` i �' /- / so / 1') •— T 1N! — ) .J' i( / �1 1, _, /. :v \ ' <1 .\.� , :\ 1. , I \ ;/\ I I rr 1 l /✓," „ `1I,� .y \ ; -1. /./ , / / " l 1 / /' / // - \ \ �• I .1.'\) •./ _-I•--) % ) / �, / ' �it .) ' � u, /,. \� , 1� .\ I) ) /, /. / ' ) \t ,/ ' l - •'+\_ t ->!-J \ ! / , t . / \ � ✓ y1 , , /+ / 11 'I I - :` /I �il . .� i f ,Ll,/1 �' - 4 I \— / r (- \ j i. , ;1 ( - 1 ` K/ . i� ;12. Site / Landsca e1Plan (11 copies) ; ',• \ : _ \,, /, •J\ ,, ,\ a I t,- '. '\13::Prelimiinary Grading&„Uhility:;Plan and IReporty-,,;\,' ;( (7:copies, 50'Scale, 24"'x'36'). . - •, ' ' ,', ` '-` \- ,,,- 4 ,� _ ' " ,1, ` I „ ' r,- r-il'.r,-i / a •\', s , - /1,4'. Preliminary.Grading &;Utility'Plan=(11 copies). - - , - 1 ' / _, l,, ` 1/ •, I \ _ .( / % J . l_ ' \•I / _ \'. .1 - ',I \ 45-: Toppgraphic Map..(see'sheet,2'of Preliminary Plat). :,,, - - '`'' - . — 1. \' • ,, \ ' - /. ''• , 16.\Plan';reductions-(all plans at 8 1/2" x!11'';neigh• borhood ' � / • I/ ) . /! / I I • /'. 1, ` . r : map @,4, x\6').T \ \I 1 -/ ' \ ` �C. {7 i , ' - \ , ,,: v / /, "\ ,r , I; ( , .I / - ; ;'- , • r17:.Colored.display r�apsV(n'eighborhooO detail map and-Vpreliminary'plat � ' �. !,-,1„--)-;I _ - \tr -'/ " , map). ' _ , , ''. / ,, r I�- ' ,'18.-Conceptual-.landscape}plan'(11 'copies, 50:scale;'24":.x 36")`'%� .• /:, - ' ' 1 \ I f.,A \ , /d L ' i ` (., ;' l / / /1 - { I ^� .,v �, `\ 1. J \i\ \•' •1 = ! - ;- . / 19.'Conceptual architectural elevations (11 copies, 24" x'36"land'' ' ` • / 8.1/2'r x 11-" reductions); ,;� �. \ \ '�� ., / "i- 1 r.- , { i I /', 1 t, .Please'feel free to'.call`Me at454�%1900 extension/233;.ifl• you have any questions, ,; - or need ad'ditional_.ihformatior�regardirig this\application ,"_`• '1.. . l.r / -�. `--\ ' I I! ,y, • / 1 1 1•• . i. // ` •(( 1.-Sincerely, i �, j. l \ ,^j� \ �./�J' },:% /I,/�:, i. \ �r ,1 /\ �__ l /h `,. I, T ' f _V-BuRNSTEAD'CONSTRUCTION COMPANY \ ' /I' :• '' ' ?,• :,t-�;i• l �'_ ., ,/, \` `. \ : L (r, \' ,/1 Jqs CA '/ / i _ y I �(, .. !. - . _ Rohald F. Hughes; :E. : \ � ,� i I / 1 ,? , ( -IN/ l / ) / ,.. ''11 - •'' I / Enclosures- ;' L . ., / �. .' ,• 1, /d • (-1. / , - ,) -.. ., ; ; ' /.'- -�( / ( I - r' -. -_l . -u _ \ / / ./ ,l . / 1, (i i 1, 1, / I/,\_ ? r� 4, ( _ i / \ / / �' I 1 a� /( \I ) Y 4 I j I \ ( \ S>\I' f / ,i; ) /I / / �' / ., \. l ! / I i. / ,�, _ \ — / ( I /./ ' /. ' - H. 1\� kl :\_ ! 1, _ / ,1 . . ,. \ I \ i . , / ' I/ (" ; I 1;�,. / ` .Iy ., I ( /1 J• _' ! • .J:\ 1. I \ / / ( - , / S l. l/ I ;., / '- - ''''' ' ' '±1\I 'I: /;/7'', ., ; .,,,' \ \‘, ... ', \ „,,,- . ' /:- 1-,, /;I\, i y, ,. \ `+' 'f r.l'l ,. I, ,Ir , ;,4 I { i J / / y i • '\� \" I r— •-y / 1 \ / ) \ ..I (`/- / !4 `I. 1 4' li '\ • Lii - DODDS ENGINEERS, INC. _= CIVIL ENGINEERING SURVEYING PLANNING PRELIMINARY STORM DRAINAGE CALCULATIONS for THE PLAT OF TALB O T ROAD • RENTON, WASHINGTON RECEIVED j,: k., t . .4-3:0— • AL gr,,,, FEB 2 .9 1996 '„ i/� I,. `' .l VELOPME►�T PLANNING; $ .t 4 ., °�i`, ' k1 , Prepared For: Burnstead Constructionceocl�®�p TON ;, • 29715 Prepared By : Gary R. Sharnbroich,P.E. ' 4e�'ss�'/STEW° ti.' " DEI Project No.: 94172 /ONAL E 15'' • a F r . :;8 February 28, i 996 I EXPIRES 121 28/17 . j . Z•Z9•9 4205 148TH AVE. N.E., SUITE 200 - BELLEVUE, WA 98007 (206) 885-7877 FAX: (206) 885-7963 Table of Contents I. Project Overview II. Offsite Drainage Analysis III. Existing Site Conditions IV. Developed Site Conditions V. Proposed Detention Design Summary I. PROJECT OVERVIEW: The proposed plat of Talbot Road is situated on approximately.25.5 acres in south Renton, of which approximately 20.5 acres will be developed. The site is.located just east of Highway 167 and west of Talbot Road, approximately 1500 feet south.of S.W. 43rd Street. , The proposed project includes a.combination of 60 single family lots,,34 townhomes, and 62 multi-family condominiums. Access to the site will be from Talbot road, with a public street system through the single family portion of the site and private streets through the condominiums and townhomes. The east half of the site is moderately sloped to the west at 3% to 10%. This area is presently developed with several residences, outbuildings and pasture area. The western portion of the proposed developed area continues to slope to the west at 8% to 30%. Much of this area is covered with second growth forest.. The far west portion of the site will not be developed due to steeper slopes and wetlands. The King County Soils Survey map indicates the soils onsite are classified as.`Alderwood', hydrologic group.C. Drainage onsite will be collected and conveyed to a detention/wetpond facility in the southwest corner,of the site. All roofdrains will be tightlined to the conveyance system and all road runoff will be collected. The detention facility will be designed to Fisheries criteria for release rates and water treatment. The pond will discharge to a 200 lineal foot biofiltration swale prior to release into the existing wetland. This"will,provide two means of storm water treatment by the wetpond and swale. This drainage analysis is based on SBUH methodology and utilizes the WaterWorks hydrology program to generate and manipulate hydrographs. II. OFFSITE DRAINAGE ANALYSIS: OFFSITE: There are two parcels west of Talbot Road South which are surrounded by, but not part of the proposed plat. There are three residences on these properties, which total approximately 3.6 acres. Drainage sheet flows to the west onto the proposed development and will be intercepted by the onsite drainage system and conveyed through the detention pond. An offsite drainage basin of approximately 25 acres, contributes runoff to the roadside ditch on the east of Talbot Road South. The flows cross the road in an 18"CPEP, which appears to have been recently installed or improved. The culvert discharges into a well defined ditch, which flows to the west through the southerly offsite parcel described above, and then continues through the site to a ravine on the south side of the property. At the time of our field visit on February 26, 1996, there was a steady flow of water in the ditch and culvert. The proposed onsite drainage design will include intercepting this basin's runoff as it enters the site, conveying it through the project, and discharging it downstream of the detention system. DOWNSTREAM: Runoff from the site sheet flows to the west where it enters one of two onsite ravines, continuing to the west. The ravines are approximately 600 feet apart and both discharge into the wetland at the west property line. The flows eventually merge within the wetland and continue west for approximately 100 feet to Highway 167. Three culverts cross the Highway in the vicinity of the wetland; one 36"CMP culvert approximately 800 feet to the south, one 30" CMP culvert approximately 400 feet north, and one 24" concrete near the site. While we have assumed that the northern culvert is the main discharge route, it is difficult to determine for sure due to the flat terrain. The 24" culvert was dry and appears to be at a slightly higher elevation, which tends to indicate that it may be a secondary discharge for the wetland. It is safe to say that during periods of high flows, the wetland will fill up and overflow into all three of these culverts. The 30" CMP north of the site, crosses SR167 to the west and enters a well defined channel, approximately 8 feet wide and 8 feet deep. The channel flows west for 1100 feet to the East Valley highway, where a 6 foot X 4 foot concrete box culvert crosses to the west. The channel then turns to the north where it continues for over 1000 feet where it enters industrial developments. The system ultimately reaches the Green River. The 36" CMP south of the site, crosses SR 167 and continues to the west along the north side of South 55th Street in a 6 foot X 6 foot channel. It flows for approximately 600 feet and crosses 55th to the south in a 36" concrete culvert. The channel flows south and west for 500 feet to a pair of 48" concrete culverts. These culverts discharge into a large stream, designated as Drainage District#1 on the Kroll Maps. It flows to the northwest for 800 feet to the East Valley highway,where a stream gauging station is located. The stream crosses under the highway through a bridge and continues west. The 24"concrete culvert crosses under SR167 to the west into an industrial development. A discharge point was not located during field investigations, but this area originally drained to a wetland with discharges both north and south, it appears, towards the drainage paths described above. The developed drainage system must also follow one or both of these routes. • Tu I I( imi l r L • °e8 \� o - i •�t,� 1 Ago \�� nB ...: - A8___.;- SKai.,!E i n `` — SO ��� :Mh 173_ ' I IiGil� •I I _'i 7 `rlla, ----•- _iin, 4 " Pu WO Imo' \`l�M°y4�1 I / °'•. AgB.: G=='"%'a 1 Jo W �..� _ i,n •\ •.1 Am8• • ii', • .I\\ '\ pfslar • AgC .� !1 �,�., :u i _ . — — u- AmC' .S • turIgird. WOE ® ;" : ,. dfr, •.i t q�I� ' •7 I.AmB �a1 ;AgB , �,� AgDu• Ng • % I cialla . I, Ur .1� 1 =�1 _ =n eD •M. 13Z B "6 ;9a �li ••' ��I n 6 ,. Ag • ■ 1'n 3. & AgC • r I +`IN, > :: . .. : Wo I i • o � ... .. ... AgC ,,.� I .ti• .. 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I ) 4 k . \ \ /i C• ; „„/71. \.\1 ', .1, X// a I e..--; • 1 ' '. 1 1 !! 1 -Ixt 22 1. ) / I 1 • 1 1 (. ,..__.. .., • 1 I i ) i' '' I/ .• i BROS U.. \ 11 ! p \1 , j 1 1 \1 I i ( 1 \\ ) / \ ..• ir- i , . . \ , 0 , , \ \; \ . \, A A. . x 22 I ' i X 21 - a( i / 2 ,i,_,_, _.4_x_Lt, , . , .. _ • , , , , .,, ,_.„_,._,:_,,\I ,, , . , : , , ,, , , , , , , , ; , . ,,, , -,, \-21- 1 ( • ( .., r\, . 1 . A. I 1 X24 ile k\ N\\\ k : 11 1 . 1 11 : I:\ \Ilt . k 1 .1 \\ • ' r..C-- 6 I k \ • k kk 1 1 1 1, ) \ \ , ..\•. M II . I ' • ;i ; , ,,. , \ h';' , \-••, \I\1,, , . . 1 1. , ,1 . .): :, 1 1, I -‘.. i ( • ' A .' .) )..- 1;,.. • .1 bit/. ‘ \\ . ! I : :: .• • 1 j / c • \ \ . ‘ . I 1. I. • , 1 I i I 1 1'i I 1 I 1' 1 i •, : : ! , ,\\ I I I X : 1 . \ j t 'l 1 • l's i I' ' :' 1 ! .1 1 \ \ I! I )4 1 I i i I • . 1 TREES , , \ •. I .' • I L --_.-_.- ----_-_,-:—-L-2.-L.:_ \ I . k 1 i ! 1 i i!1 1 \ , . 1 1 \ k \1,...24 X22 //I 1 I • ' .' \') tair, .‘ • ' I I 1 ; : I ;I k 1 k 11.1. •9'"3 .111 41414 711 1 4.. I 1 : 1 1 /1;1 . X26 k k/ l .• 1,1 1. • I II I\ ; ,... x 4- _ - \ \ . , • 1 x."- I-i ,•r ,,..! . • '- 1' 'Iv '' Q / \ ••••-• '; PLAT OF NoaCtit? -} 1 . • . X22 ' ' I I • TALBOT ROAD i o \ 1 \ .\ , I I I . I . , , lik ,.,,,y, y , , \ •s. .. 41, 1 r.,,,030 _ ,, • ‘4 , \ IT' \ ) ' \, \ 1K g ' k•k/ ,S\ DEI Project No. 94172 k . 23 1-. 3..'2,2,. . s. \\\,‘....t•••••oi, .2 , "4 'XI• --1-....- -.Mr . 1 1 DOWNSTREAM AND EXISTING „ 25 _ -`7-- '''--.N/"" r- -L.- I . / TOPOGRAPHY MA . .. '1- -0— \ \ \'1.11 IC. ' .YA . ' 1 ;l sir •t. :00 I ite•it---•.-1 •. / 1/ 1 ,.• 1 t 1 • /1 i 14/60,079 36 c.,65z524.e. , - : • 41;U COW. C in,vgiss (z) i i • Pt 110059.71 8 0 0 EI,655,114.5. 4 .t . III. EXISTING,SITE CONDITIONS: As described previously, the eastern portion of the site is partially developed with several buildings and driveways. This area is also cleared of trees and is mainly pasture. Proceeding to the west, the site is forested with second growth cover. Forested wetlands extend along the western property line. Precipitation Amounts:. 2-year/24-hour=2.0 inches 10-year/24-hour=2.95 inches 100-year/24-hour=3.95 inches Existing Onsite Basin Input:. Hydrologic.Soils Group.= C Total Area=20.5 acres Impervious Area=0.1 acres @ CN=98 (roofs) Pervious Area=.20.4 acres @ CNavg= 83 (10.2 ac. pasture @ CN= 85, 10.2 ac. second growth forest @ CN= 81) Time of Concentration=31 minutes 300' sheet flow, grass @ slope= 7% 420'. shallow flow, grass @ slope= 8% 300.' shallow flow, forest @ slope= 15% RESULTS: Peak Flow Rates: 2-year/24-hour= 1.73 cfs (50% = 0.87 cfs) 10-year/24-hour=4.23 cfs 100-year/24-hour= 7.25 cfs Offsite Basin Input: Total Area=3.6 acres Impervious Area=0.2 acres @ CN=98 (roofs, driveways) Pervious Area=3.4 acres @ CN= 85 (pasture) Time of Concentration=24 minutes 270' sheet flow, grass @ slope= 7% RESULTS: Peak Flow Rates: 2-year/24-hour=0.45 cfs 10-year/24-hour= 0.96 cfs 100-year/24-hour= 1.56 cfs 1 IV. DEVELOPED SITE CONDITIONS: As described previously, all runoff from roof drains, streets, driveways and the majority of the yard areas will be intercepted by the proposed storm drainage system and conveyed to the detention pond. Additionally, the drainage from the offsite basin west of Talbot Road South will also flow through the detention pond. All drainage from the basin east of Talbot Road South will be intercepted by a separate bypass system and conveyed around the pond. The detention criteria used for this analysis is from the Department of Fisheries. The required peak release rates are as follows: Developed 2-year release= 50%Existing 2-year release Developed 10-year release=Existing 10-year release Developed 100-year release=Existing 100-year release Developed Basin Input: Total Area=20.5 acres Impervious Area= 10.25 acres @ CN= 98 (roofs, pavement) Pervious Area= 10.25 acres @ CN= 86 (lawns, landscaping) Time of Concentration=21 minutes 300' sheet flow, lawn @ slope= 7% 60' shallow flow, lawn @ slope= 7% 800' pipe flow @ slope=4% RESULTS: Peak Flow Rates: 2-year/24-hour=4.79 cfs 10-year/24-hour= 8.12 cfs 100-year/24-hour= 11.28 cfs V. PROPOSED DETENTION DESIGN SUMMARY: Since an offsite tributary basin is involved in this analysis, the design release rates must be adjusted to allow the runoff from this basin to pass through the detention pond without being detained. This simply involves adding the appropriate offsite basin hydrographs to the existing basin release hydrographs. 2-year/24-hour= 1.23 cfs 10-year/24-hour=4.93 cfs 100-year/24-hour= 8.41 cfs 1 It should be noted that to obtain the 2-year design release rate, 50% of the existing onsite basin hydrograph was added to 100% of the offsite hydrograph since we are not required to over detain for the offsite basin. The detention pond input hydrographs are the result of combining the developed onsite hydrographs with the offsite hydrographs for each storm event. The detention pond is modeled as a trapezoidal basin with 3:1 side slopes. The routing analysis will provide a required volume for the pond. SUMMARY: Required Pond Design Peak Peak Pond Volume Release Rate Input Rate Release Rate Volume Proposed 2-year 1.23 cfs 5.00 cfs 1.23 cfs 36,890 cf 40,800 cf 10-year 4.93 cfs 8.64 cfs 4.93 cfs 43,094 cf 46,100 cf 100-year 8.41 cfs 12.66 cfs 8.41 cfs 53,585 cf 57,300 cf In addition to the 3 feet of detention storage in the pond, three feet of dead storage will also be provided for water quality enhancement. The pond will discharge into'a biofiltration swale for another level of water treatment prior to discharge into the wetlands. 2/23/96 Dodds Engineers , Incorporated page 2 TALBOT ROAD BASIN SUMMARY BASIN ID: EX002 NAME: EXISTING ONSITE 2 YR SBUH METHODOLOGY TOTAL AREA • 20 . 50 Acres BASEFLOWS : 0 . 00 cfs j RAINFALL TYPE TYPE1A PERVIOUS AREA ' PRECIPITATION • 2 . 00 inches AREA. . : 20 . 40 Acres TIME INTERVAL 10 . 00 min CN • 83 . 00 TIME OF CONC • 31 . 17 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 10 Acres CN • 98 . 00 TcReach - Sheet L: 300 . 00 ns : 0 . 2400 p2yr: 2. 00 s : 0 . 0700 TcReach - Shallow L: 420 . 00 ks : 11 . 00 s : 0 . 0800 TcReach - Shallow L: 300 . 00 ks : 5 . 00 s : 0 . 1500 PEAK RATE : 1 . 73 cfs VOL: 1 . 20 Ac-ft TIME : 490 min BASIN ID: EX010 NAME: EXISTING ONSITE 10 YR SBUH METHODOLOGY TOTAL AREA • 20 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA PRECIPITATION • 2 . 95 inches AREA. . : 20 . 40 Acres TIME INTERVAL 10 . 00 min CN • 83 . 00 TIME OF CONC • 31 . 17 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 10 Acres CN • 98 . 00 TcReach - Sheet L: 300 . 00 ns: 0 . 2400 p2yr:. 2 . 00 s : 0 . 0700 TcReach - Shallow L: 420 . 00 ks : 11 . 00 s : 0 . 0800 TcReach - Shallow L: 300 . 00 ks : 5 . 00 s : 0 . 1500 PEAK RATE: 4. 23 cfs VOL : 2 . 41 Ac-ft TIME: 490 min BASIN ID: EX100 NAME : EXISTING ONSITE 100 YR SBUH METHODOLOGY TOTAL AREA • 20 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A , PERVIOUS AREA PRECIPITATION • 3 . 95 inches AREA. . : 20 . 40 Acres TIME INTERVAL 10 . 00 min CN • 83 . 00 TIME OF CONC • 31 . 17 min IMPERVIOUS AREA ' ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 10 Acres CN • 98 . 00 TcReach - Sheet L: 300 . 00 ns : 0 . 2400 p2yr: 2 . 00 s : 0 . 0700 TcReach - Shallow L: 420 . 00 ks : 11 . 00 s : 0 . 0800 TcReach - Shallow L: 300 . 00 ks : 5 . 00 s : 0 . 1500 PEAK RATE: 7 . 25 cfs VOL: 3 . 84 Ac-ft TIME : 490 min 2/23/96 E is Engineers , Incorporate page 1 TALBOT ROAD BASIN SUMMARY BASIN ID: DV002 NAME : DEVELOPED 2 YR SBUH METHODOLOGY TOTAL AREA • 20 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. .. . . : TYPE1A PERVIOUS AREA PRECIPITATION • 2 . 00 inches AREA.. : 10 . 25 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 TIME OF CONC • 21 . 60 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 10 . 25 Acres CN • 98 . 00 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0700 ,TcReach - Shallow L: 60 . 00 ks : 11 . 00 s : 0 . 0700 TcReach - Channel L: 800 . 00 kc: 21 . 00 s : 0 . 0400 PEAK RATE: 4 . 79 cfs VOL: 2 . 24 Ac-ft TIME: 480 min BASIN ID: DV010 NAME : DEVELOPED 10 YR SBUH METHODOLOGY TOTAL AREA • 20 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERVIOUS AREA PRECIPITATION • 2 . 95 inches AREA. . : 10 . 25 Acres TIME INTERVAL • 10 . 00 min CN • 86 . 00 TIME OF CONC • . 21 . 60 min IMPERVIOUS AREA ABSTRACTION COEFF : 0 . 20 AREA. . : 10 . 25 Acres CN • 98 . 00 TcReach - Sheet L : 300 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0700 TcReach - Shallow L : 60 . 00 ks : 11 . 00 s : 0 . 0700 TcReach - Channel L: 800 . 00 kc: 21 . 00 s : 0 . 0400 PEAK RATE: 8 . 12 cfs VOL : 3 . 71 Ac-ft TIME : 480 min BASIN ID: DV100 NAME: DEVELOPED 100 YR SBUH METHODOLOGY TOTAL AREA • 20 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERVIOUS• AREA PRECIPITATION • 3 . 95 inches AREA. . : 10 . 25 Acres TIME INTERVAL 10 . 00 min CN • 86. 00 TIME OF CONC • 21 . 60 min IMPERVIOUS AREA ABSTRACTION COEFF : 0 . 20 AREA. . : 10 . 25 Acres CN • 98 . 00 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0700 TcReach - Shallow L : 60 . 00 ks : 11 . 00 s : 0 . 0700 TcReach - Channel L : 800 . 00 kc: 21 . 00 s : 0 . 0400 PEAK RATE: 11 . 78 cfs VOL : 5 . 31 Ac-ft TIME: 480 min 2/23/96 Doads Engineers, Incorporated page 3 TALBOT ROAD BASIN SUMMARY BASIN ID: TR002 NAME: TRIBUTARY 2 YR SBUH METHODOLOGY TOTAL AREA • 3 . 60 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA PRECIPITATION • 2. 00 inches AREA. . : 3 . 40 Acres TIME INTERVAL • 10 . 00 min CN • 85 . 00 TIME OF CONC • 24 . 21 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 20 Acres CN • 98 . 00 ,TcReach - Sheet L: 270 . 00 ns : 0 . 2400 p2yr: 2. 00 s : 0 . 0700 PEAK RATE: 0 . 45 cfs VOL: 0 . 25 Ac-ft TIME: 490 min BASIN ID: TR010 NAME: TRIBUTARY 10 YR SBUH METHODOLOGY TOTAL AREA • 3 . 60 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA PRECIPITATION • 2 . 95 inches AREA. . : 3 . 40 Acres TIME INTERVAL 10 . 00 min CN • 85 . 00 TIME OF CONC • 24. 21 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 20 Acres CN • 98 . 00 TcReach - Sheet L: 270 . 00 ns : 0 . 2400 p2yr:. 2. 00 s : 0 . 0700 PEAK RATE: 0 . 96 cfs VOL: 0 . 48 Ac-ft TIME: 480 min BASIN ID: TR100 NAME: TRIBUTARY 100 YR SBUH METHODOLOGY TOTAL AREA • 3 . 60 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA PRECIPITATION • 3 . 95 inches AREA. . : 3 . 40 Acres TIME INTERVAL 10 . 00 min CN • 85 . 00 TIME OF CONC • 24. 21 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 20 Acres CN • 98 . 00 TcReach - Sheet L: 270 . 00 ns : 0 . 2400 p2yr: 2 . 00 s : 0 . 0700 PEAK RATE: 1 . 56 cfs VOL: 0 . 75 Ac-ft TIME: 480 min • 2/23/96 Dodds Engineers , Incorporated page 4 TALBOT ROAD HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf-AcFt Acres 1 0 . 447 510 11102 cf 3 . 60 -OrrSrre Z 114 2 0 . 957 510 21058 cf 3 . 60- '' IOYe . 3 1 . 551 510 32481 cf 3 . 60- ° iOO1a. • 4 2 . 039 490 63221 cf 24. 10 - 5 5 . 003 480 1.087.10 cf 24. 10- ?OHO JMF1,0\N Z72 7 1 . 225 510 37161 cf 24. 10 -- DESIGN Vie- 8 1 . 224 980 108710 cf 24. 10 - DE1l. vie ZeLE1 SE . 9 4. 929 490 126193 cf 24 . 10 - PE5161-I IO-/(- '10 8 . 638 480 • 182472 cf 24. 10 - POND d'IFLO‘nI OZ. 13 12 . 664 480 263773 cf 24. 10 - Fotr10 IMIFI-UV'I I00-y9- 14 • 8 . 414 540 263773 cf 24 . 10- PeSjGN 100•yle. 15 4. 930 560 182472 cf 24 . 10 - pl' 10-Ye geLE1351 16 ' ' 8 . 415 540 263773 cf 24. 10 -- DE,/ IUD-Ye KELEA5 ' 2/23/96 Dodds Engineers , Incorporated page 7 TALBOT ROAD LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE < DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) • 1/2 2-2 1.23 5.00 DOE DOE 102.83 8 36890.13 10-10 4.53 8.64 DOE DOE 103.20 15 43093.10 100-100 8.41 12.66 DOE DOE 103.78 16 53585.41 TRAPEZOIDAL BASIN ID No. DOE Description: POND • Length: 330 . 00 ft . Width: 30 . 00 ft . Side Slope 1 : 3 Side Slope 3 : 3 Side Slope 2 : 3 Side Slope 4 : 3 Infiltration Rate : 0 . 00 min/inch MULTIPLE ORIFICE ID No. DOE Description: ORIFICE DESIGN Outlet Elev: 100 . 00 Elev: 98 . 00 ft Orifice Diameter: 5 . 1797 in. Elev: 102 . 90 ft Orifice 2 Diameter: 15 . 6562 in. Elev: 103 . 30 ft Orifice 3 Diameter: 6 . 2813 in. I © CHICAGO TITLE INSURANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE, SEATTLE, WASHINGTON 98104 Order No.: 444442 Unit: u-10 Property Address:WASHINGTON Your No.: TALBOT ROAD BURNSTEAD CONSTRUCTION 1215-120TH N.E. , SUITE 201 • BELLEVUE, WASHINGTON 98005 Attn: RON HUGHES 2/1 Enclosed are your materials for the above transaction. If you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. UNIT TEN TELEPHONE 628-8377 FAX 628-9738 CHRIS JOHANSON UNIT OFFICER KEITH EISENBREY SR. TITLE EXAMINER BOB BLOEDEL SR. TITLE EXAMINER • 7996 dS y�Lc3�ivi��P ct i ,0 a rPTofd�invG CHICAGO TITLE INSURANCE COMPANY TRLET/10.17•91/SC IICAGO TITLE INSURANCE COMPA �► a.000 COLUMBIA CENTER, 701 5TH AVE SEATTLE, WA 98104 - Order No.: 444442 PLAT CERTIFICATE Certificate for Filing Proposed Plat: In the matter of the plat submitted for our approval,this Company has examined the records of the County Auditor and County Clerk of KING County,Washington,and the records of the Clerk of the United States Courts holding terms in said County,and from such examination hereby certifies that the title to the following described land situate in said KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: BURNSTEAD CONSTRUCTION COMPANY, A WASHINGTON CORPORATION EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $16.40 Records examined to FEBRUARY 12, 1996 at 8:00 AM- CHICAGO TITLE INSUURRANCE COMPANY •NC ... 34/1„.:4 • -7`•.427, /1/ • CHRIS JOHANSON Title Officer 628-8377 P[ATCRTA/12-59O/EK IMAGO TITLE INSURANCE COMPA' Order No.: 444442 PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WEST OF COUNTY ROAD NO. 80, KNOWN AS THE KENT-RENTON ROAD, ALSO KNOWN AS SPRINGBROOK ROAD, AND ALSO KNOWN AS 96TH AVENUE SOUTH. PARCEL ,B: THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE WESTERLY MARGIN OF KING COUNTY ROAD NO. 80, KNOWN AS KENT-RENTON ROAD, ALSO KNOWN AS SPRINGBROOK ROAD, AND ALSO KNOWN AS 96TH AVENUE SOUTH, EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERLY MARGIN OF KING COUNTY ROAD NO. 80 AT ITS INTERSECTION WITH THE NORTH LINE OF SAID NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31; THENCE NORTH 88°53'22" WEST ALONG SAID NORTH LINE A DISTANCE OF 270.00 FEET; THENCE SOUTH 00°29'59" WEST, PARALLEL WITH THE CENTERLINE OF SAID KING COUNTY ROAD NO. 80, A DISTANCE OF 120.00 FEET; THENCE SOUTH 88°53'22" EAST, PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION A DISTANCE OF 270.00 FEET TO THE WESTERLY MARGIN OF SAID ROAD NO. 80; THENCE NORTH 00°29'29" EAST ALONG SAID WESTERLY MARGIN A DISTANCE OF 120.00 FEET TO THE POINT OF BEGINNING; ALSO EXCEPT THAT PORTION OF SAID SUBDIVISION DESCRIBED AS FOLLOWS: COMMENCING AT THE WESTERLY MARGIN OF KING COUNTY ROAD NO. 80 AT ITS INTERSECTION WITH THE NORTH LINE OF SAID"NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31; THENCE NORTH 88°53'22" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 270.00 FEET; THENCE SOUTH 00°29'59" WEST, PARALLEL WITH THE CENTERLINE OF SAID KING COUNTY ROAD NO. 80, A DISTANCE OF 150.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 00°29'59" WEST PARALLEL TO SAID ROAD, A DISTANCE OF 57.42 FEET; THENCE SOUTH 00°12'55" WEST, PARALLEL TO SAID ROAD, A DISTANCE OF 125.37 FEET TO THE SOUTH LINE OF SAID SUBDIVISION; THENCE SOUTH 88°49'O1" EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 270.04 FEET TO THE WESTERLY MARGIN OF SAID KING COUNTY ROAD NO. 80; THENCE NORTH 00°12'55" EAST, ALONG SAID WESTERLY MARGIN, A DISTANCE OF' 132.35 SEE NEXT PAGE HICAGO TITLE INSURANCE COMPA_ Policy No.: 444442 SCHEDULE A (Continued) LEGAL DESCRIPTION FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN NORTH 00°29'59" EAST, A DISTANCE OF 49.73 FEET; THENCE NORTH 88°53'22" WEST, A DISTANCE OF 270.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL C: LOT 2, CITY OF RENTON SHORT PLAT NUMBER 399-79, RECORDED UNDER RECORDING NUMBER 8005139001, SAID SHORT PLAT BEING A SUBDIVISION OF A PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF COUNTY ROAD NO. 80, KNOWN AS KENT-RENTON ROAD, ALSO KNOWN AS SPRINGBROOK ROAD, AND ALSO KNOWN AS 96TH AVENUE SOUTH. CHICAGO TTTLE INSURANCE COMPANY CHICAGO TITLE INSURANCE COMPANY Order No.: 444442 PLAT CERTIFICATE SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects,liens,encumbrances,adverse claims or other matters,if any,created,first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments,overlaps,boundary line disputes,and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien,or right to lien,for contributions to employee benefit funds,or for state workers'compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage removal. H. General taxes not now payable;matters relating to special assessments and special levies,if any,preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights,including easements or equitable servitudes. J. Water rights,claims,or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). PUi03i694ic CHICAGO TIT LE INSURANCE COMPANY IICAGO TITLE INSURANCE COMPA PLAT CERTIFICATE Order No.: 444442 SCHEDULE B (Continue(1) EXCEPTIONS A 1: EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AREA AFFECTED: AS CONSTRUCTED ACROSS PARCEL A RECORDED: JULY 1, 1976 RECORDING NUMBER: 7607010513 B 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AREA AFFECTED: AS CONSTRUCTED ACROSS PARCEL B RECORDED: JULY 9, 1976 RECORDING NUMBER: 7607090509 C 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AREA AFFECTED: AS CONSTRUCTED ACROSS PARCEL C RECORDED: SEPTEMBER 24, 1976 RECORDING NUMBER: 7609240628 D 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: ACCESS AND UTILITIES AREA AFFECTED: A 30 FOOT STRIP OF LAND WHICH CONSTITUTES THE EASTERLY 270 FEET OF PARCEL B RECORDED: MARCH 23, 1987 RECORDING NUMBER: 8703230741 E 5. COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT: CHICAGO TITLE INSURANCE COMPANY UICAGO TITLE INSURANCE COMPA PLAT CERTIFICATE Order No.: 444442 SCHEDULE B (Continued) RECORDED: MAY 13, 1980 RECORDING NUMBER: 8005130339 F AFFECTS: PARCEL C G 6. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: CITY OF RENTON AND: ENVIRONMENTAL DEVELOPMENT, INC. RECORDED: MAY 8, 1995 RECORDING NUMBER: 9505080322 REGARDING: LATECOMERS AGREEMENT H 7. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NUMBER 3790, RECORDED UNDER RECORDING NUMBER 8403260504, REGARDING SPECIAL ASSESSMENT FOR WATER SERVICE. 1 8. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1996 TAX ACCOUNT NUMBER: 312305-9053-08 LEVY CODE: 2127 ASSESSED VALUE-LAND: $ 127,100.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $1,949.11 PAID: $ 0.00 UNPAID: $1,949.11 NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. AFFECTS: PARCEL B J 9. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1996 TAX ACCOUNT NUMBER: 312305-9149-04 LEVY CODE: 2127 CHICAGO TITLE INSURANCE COMPANY LICAGO TITLE INSURANCE COMPA( PLAT CERTIFICATE Order No.: 444442 SCHEDULE B (Continued) ASSESSED VALUE-LAND: $ 127,100.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $1,949.11 PAID: $ 0.00 UNPAID: $1,949.11 NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. AFFECTS: PARCEL C K 10. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1996 TAX ACCOUNT NUMBER: 312305-9037-09 LEVY CODE: 2127 ASSESSED VALUE-LAND: $ 149,900.00 ASSESSED VALUE-IMPROVEMENTS: $ 46,900.00 GENERAL & SPECIAL TAXES: BILLED: $2,933.37 PAID: $ 0.00 UNPAID: $2,933.37 NOTE: IF THE TAX AMOUNT IS NOT EVENLY DIVISIBLE INTO TWO PAYMENTS, KING COUNTY WILL REQUIRE THE HALF PAYMENT BE ROUNDED UP TO THE NEXT CENT. FAILURE TO ROUND UP THE HALF PAYMENT MAY RESULT IN REJECTION OF THE TAX PAYMENT BY THE COUNTY. AFFECTS: PARCEL A L 11. THE FOLLOWING MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 8012159003: BARB WIRE FENCES ENCROACHE NORTHERLY OF THE SOUTH LINE OF PARCEL B, AND EASTERLY OF THE EAST LINE OF PARCEL B M 12. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: BURNSTEAD CONSTRUCTION CO, A WASHINGTON CORPORATION TRUSTEE: CHICAGO TITLE INSURANCE COMPANY BENEFICIARY: EXCHANGE FACILITATOR CORPORATION, A CHICAGO TITLE INSURANCE COMPANY s,. IICAGO TITLE INSURANCE COMPA' PLAT CERTIFICATE Order No.: 444442 SCHEDULE B (Continued) WASHINGTON CORPORATION AMOUNT: $ 463,000.00 DATED: APRIL 26, 1990 RECORDED: MAY 1, 1990 RECORDING NUMBER: 9005010799 LOAN NUMBER: THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. END OF SCHEDULE B CHICAGO TITLE INSURANCE COMPANY _ 0CHICAGO TI L [SURANCE COMPANY . - _- — - 1800 COLUMBIA CENTER, 701 5TH AVE, SEATTLE, WASHINGTON 98164 - IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. 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