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HomeMy WebLinkAbout03484 - Technical Information Report r • v-• f CIVIL ENGINEERING LAND SURVEYING PROJECT MANAGEMENT I STORMWATER MANAGEMENT TRANSPORTATION LAND PLANNING LANDSCAPE ARC,�HITECTURE + • a' + # �r - r ' ^ , � ^ � .'.�. �;' , , . • ' s • ,,, . , .�., � r, n��-.,.:.� .. ,.. .a�,. � ,,.., �,�� , . ` � � � � t � r � � � � � r __.. .. . .... � � � � � PU6ET SOUMD BLOOD CENTER Technical Information Report July 2008 Prepared for Puget Sound Blood Center 921 Terry Ave. Seattle, WA 98104 (206) 292-1929 Prepared by ESM Consulting Engineers, LLC 33915 1 st Way South, Suite 200 Federal Way, WA 98003 253.838.6113 tel 253.838.7104 fax ����E;v E� RE 'uL ` , ��J : ����Q��Gp1�I1S�Qr�vw.es m c ivi t.co m PUGET SOUND BLOOD CENTER Technical Information Report , Prepared For: Puget Sound Biood Center 921 Terry Ave. Seattle,WA 98104 (206) 292-1929 P �� �o ��'�,oF W"�h����. 4' ,,t o9N y ;,,. Z _ iJ rr % �40�� �. �7//5�0� I Prepared By: ESM Consulting Engineers, LLC. 33915 1 st Way South, Suite 200 Federal Way,Washington 98003 (253) 838-6113 July 2008 Job No: 764-002-00� Table of Contents Section 1.0 Project Overview Fgure 1 - TIR Worksheet Figure 2 - Site Location Map Figure 3 - FEMA Flood Insurance Rate Map Figure 4 - Soils Map Fgure 5 - Drainage Basin, Sub-basins, and Site Characteristics Section 2.0 Conditions and Requirements Summary Section 3.0 Off�ite Analysis Section 4.0 Flow Control and Water Quality Facility Anatysis and Design Secdon 5.0 Conveyance Systems Analysis and Design Section 6.0 Special Reports and Studies Section 7.0 Other Permits Section 8.0 CSWPPP Analysis and Design Section 9.0 Bond Quantities, Facility Summaries and Declaration of Covenant Section 10.0 Operations and Maintenance Manual Proiect Overview The proposed Puget Sound Blood Center{PSBC) Renton West Renovation and Relocation project has a total area of 5.04 acres and is located in southwest Renton. More specifically, as shown in Figure 2 - Site Location, the project is bordered by Lind Ave. to the east, Raymond Ave. SW to the west, SW 39th St to the north and existing railroad tracks to the south. The project area includes King County Tax Parcel Numbers 1253810042 and 1253810040. The properiy is currently developed, consisting of two buildings (Renton West and Renton Eas�, associated parking and a detention and water quality pond. According to the Soil Survey of the King County Area base on survey area data from Nov. 21, 2006, as provided by the United States Department of Agriculture (USDP� Natural Resources Conservation Service, the type of soils located on the Puget Sound Blood Center project site are predominantly Woodinville series (Wo). The project site is fairly level with mild site slopes ranging from 1 to 4 percent The proposed scope of work consist of improvements for the existing parking area surrounding the PSBC, including replacement of existing pavement, addition of landscape islands, a new driveway along SW 39th Street (entrance only), and a delivery/pickup zone parallel to SW 39th Street along with associated utility upgrades. The existing on-site storm drainage system for both buildings and parking areas flows to the detention and water quality pond at the west side of the site. The stormwater drainage includes runoff from roofs, parking and landscaping areas. The existing loading dock and associated trench drain and storm drainage pipe will be removed and replaced with a proposed loading dock with a 13 foot proposed trench drain and 109 feet of 8 inch diameter pipe. The proposed 8 inch diameter storm drainage pipe will discharge to the existing storm drainage system at the same location. Approximately 1,100 square feet (s.f.) of additional impenrious area will enter the onsite storm drainage system through existing catch basins. Flow from the new 2,650 s.f. delivery/pickup zone and sidewalk relocation will be directed to the existing catch basin located in SW 39"' Street Due to utility upgrades and the loading dock relocation, approximately 14,350 s.f. of impervious surtace will also be replaced. The proposed new and replaced impervious surface totals 18,100 s.f. for the project site. Since this amount is greater than 5,000 s.f., based on the 2005 King County, Washington Surface Water Design Manual this project requires a Full Drainage Review. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND 4 Part 2 PROJECT LOCATION AND PROJECT ENGINEER DESCRIPTION Project Owner Puqet Sound Blood Center Project Name PSBC Renton West Renovation & Phone 206-292-1929 Relocation Address 921 Terrv Ave. DDES Permit# Seattle, WA 98104 Location Township 23 North Project Engineer Laura G. Cociasu Range 5 East Company ESM ConsultinQ Enqineers, LLC Section 30 Phone 253-838-6113 Site Address 701 SW 37�h St., Renton, WA 98057 Part 3 TYPE OF PERMIT APPLICATION Part 4 OTHER REVIEWS AND PERMITS ❑ Land Use Services (circle one) ❑ DFW HPA ❑ Shoreline Management ' Formal Subdivision / Short Subdivision / UPD ❑ COE 404 ❑ Structural �Building Services (circle one} ❑ DOE Dam Safety Rockery / Vault / Multi Family / mmercia Single Family Residence ❑ FEMA Floodplain ❑ ESA Section 7 ❑ Clearing and Grading ❑ COE Wetlands ❑ Other ❑ Right-of-Way Use ❑ Other Part 5 PLAN AND REPORT INFORMATION Technical Information Report Site Improvement Plan (Engineering Plans) Type of Drainage Review Full / Targeted / Large Type (circle one): Full / Modified / (circle one): Site Small Site Date (include revision Julv 2008 Date (include revision July 2008 dates): dates): Date of Final: Date of Final: ; ' 2005 Surface Water Design Manual 1/1/05 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 6 ADJUSTMENT APPROVALS Type (circle one): Standard / Complex / Pre-application / Experimental / Blanket Description: (include conditions in TIR Section 2) N/A Date of Approval: Par#7 MONITORING REQUiREMENTS � Monitoring Required (circle one): Yes / No Describe: Start Date: Completion Date: Part 8 SlTE C�MMUNITY AND DRAINAGE BASIN ' Community Plan: ' Special District Overlays: N/A Drainage Basin: Black River Stormwater Requirements: Level 1 Analysis Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ RiverlStream ❑ Steep Slope ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection 2005 Surface Water Design Manual 1/1/05 2 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Pa�t 10 SOILS i Soil Type Slopes Erosion Potential , Wo less than 4% minimal ❑ High Groundwater Table(within ❑ Sole Source Aquifer 5 feet) ❑ Seeps/Springs ❑ Other ❑ Additional Sheets Attached 1 Part 11 DRAINAGE DESIGN LIMITATIONS , � � REFERENCE LIMITATION /SITE CONSTRAINT ❑ Core 2—Offsite Analvsis N/A ❑ Sensitive/Critical Areas N/A I ❑ SEPA N/A ❑ Other ❑ ❑ Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area (name or description): Lies within Sqringbrook Creek Drainaqe Area Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: 1 OffsiteAnalysis Level:�/ 2 / 3 dated: June 1997 Flow Control (include facility summary sheet) Level: 1 / 2 / 3 or Exemption Number N/A Small Site BMPs , Conveyance System Spill containment located at: Lowest Catch Basin 2005 Surface Water Design Manual 1/1/05 3 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Core Requirements (continued) Erosion and Sediment Control ESC Site Supervisor: Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: Private / Public If Private, Maintenance Log Required: Yes No Financial Guarantees and Liability Provided: Yes ! N� Water Quality(include facility summary sheet) Type� Basi / Sensitive Lake / Enhanced Basic / Bog or Exemption No. N/A Landscape Management Plan: Yes / No Special Requirements (as applicable) Area Specific Drainage Requirements Type: C�O / MDP 1 BP ! LMP I Shared Facility None � Name: Floodplain/Floodway Delineation Type: Major / Minor / Exemption None 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control ommercia industrial land use) Describe landuse: Describe any structural controls: Oil Control High-use Site: Yes No Treatrnent BMP: Maintenance Agreernent: Yes / No ith whom? � 2005 Surface Water Design Manual 1/1/05 4 KING COUNTY, V✓ASHIT�GTOI�, SURFACE VVATER DESIGN MANliAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Other Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS ' MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION �Clearing Limits �Stabilize Exposed Surfaces ❑ Cover Measures ❑ Remove and Restore Temporary ESC Facilities Perimeter Protection �Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities ❑ Traffic Area Stabilization ❑ Flag Limits of SAO and open space preservation �Sediment Retention areas ❑ Surface Water Control ❑ Other �Dust Control Construction Sequence � Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) � i Flow Control Type/Description Water Quality Type/Description ❑ Detention N/A ❑ Biofiltration N/A ❑ Infiltration ❑ Wetpool ❑ Regional Facility ❑ Media Filtration ❑ Shared Facility ❑ Oil Control ❑ Small Site BMPs ❑ Spill Control ❑ Other ❑ Small Site BMPs ❑ Other 2005 Surface Water Design Manual 1/1/05 5 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT {TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS , ❑ Drainage Easement ❑ Cast in Place Vault , ❑ Access Easement ❑ Retaining Wall ❑ Native Growth Protection Covenant ❑ Rockery> 4' High ❑ Tract ❑ Structural on Steep Slope � ❑ Other— ❑ Other Part,17 SaGNATURE OF PROFESSIONAL ENGINEER 1, or a civil engineer under my supervision, have visited the sife. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the .information provided here is ac rate. �`� P,��� � Signature/Date � 2005 Surface Water Design Manual 1/1/05 6 FIGURE 2 — SITE LOCATION 3 n � 0 � W � J N Q � W a ``' w a 0 � w a 3 � �' 167 �i Q � Z J Sw 39TH ST 3 � w ¢ SW 415T ST z SITE 0 � Q � � 0 5 �C7�TF'i ST � r� � a � o �o i �. Wm VICINITY MAP ;9 v ; o =a NOT TO SCALE � 0 � � �� D d O ^� CONSULTING ENGINEERS �LC ''0 33915 1st Way South I � I � I � I JOB N0. 764-002-008 "� Federal Way, WA 98003 DRAWING NAME : EN-02 �,� FEUEw�I w�r fn3;ax-e�u DATE : 2007-07-15 -� BOTME4 615 115-611� www.esmcivil.com LLE E:UM (509) 67�-1905 DRAWN . DAF �9 SHEET 1 OF 1 �= Civil Engineering Land Surveying �ond Plonning '3 Public Works I Project Monoqement I �ondscoDe Architeclure i� ^ 3 sourHwEsr � � 39TH STREET APPROXIMATE SCALE IN FEET 500 0 500 ZONE AE - � � - � NA110NAL FLOOD INSURANCE PR06RAM FIRM 5`�� FLOOD INSURANCE RATE MAP �> � HING COUNTY, WASHINGTON AND -- INCORPORATED AR,EAS P PANEL 978 OF 1115 -""- �SEE MAP INDE% FOH F'ANELS NOT PRINTEO) Abandoned Railroad _ � .V BRIDGE (� coMaNs._ , � COMMUNIN NUMOCfi PANEI SUFFU( z' a' � SOUTHWEST 41ST � STREET KEM.C�Y OF 5]IqBO 0!)! F �t��� '� V7 IU�RMMA Utt OL 630081 OB)B f ? ,k�.,=' " � 7B $ � 7 O � ZONE X lL' � ;�-�'�=r,<,;,:�:;; > MAP NUMBER a 53033C0918 F �` A� MAP AEVISED: � ��' �- � MAY 16,1995 J � 180TH CITY OF RENTON a r RM347 CITY OF KENT � STREE7 � -- — o � Federal Emergency Management Agency N Thle ia en oRiclal copy of e portlon of the abo�.e r¢ferenced Ilood map. k 6'p w waa extrectetl uslnp F-MIT On-Llne. 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Area of Interest(Aol) Viewing scale and printing scale,however,may vary from the ,� Wet Spot original.Please rely on the bar scale on each map sheet for proper Soils ,� Other map measurements. Soil Map Units ` Special Line Features Source of Map: Natural Resources Conservation Service Special Point Features :,.� Gully Web Soil Survey URL: http://websoilsurvey.nres.usda.gov �a Blowout Coordinate System: UTM Zone 10N ShoA Steep Slope � Borrow Pit '� ' This product is generated from the USDA-NRCS certified data as of ..� Other the version date(s)listed below. a}�e', Clay Spat ' PollUcal Features Soil Survey Area: King County Area,Washington * Closed Depression Municipalities SuNey Area Data: Vefslon 4,NoV 21,2006 � Gravel Pit p Cities Date(s)aerial images were photographed: 7/10/1990;7/18/1990 „ Gravelly Spot � Urban Areas The orthophoto or other base map on which the soil lines were � Landfill water Features compiled and digitized probably differs from the background �ry. Lava Flow ,, oceans imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. ,�, Marsh ..-� Streams and Canals � Mine or Quarry Transportation � Rails �} Miscellaneous Water Roads p Perennial Water ,,,�,,. 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Ty._ � � Z � � � i , �_ . . �� o �� � � , __._____ ,_�..� I � , , , _ _---_ _.__ , , . ____.�- __ � _� ___ , . __ . - � ..� _� ,;� . . 1� ' � �::.., o 0o m � M�+ -*�D x �N� � �Z� Lll�p q mvczi � �� V� N O 0 nDZ '1 2�� Q �rn �zo � �� Z�D �D N G� O m O DRAWING: CONSULTING ENGINEERS LLC MITHUN 33915 1st Way South#200 I � I � I �P I Federal Way,WA 96003 �� iE0E1tAL WAY (25J)BJe-6113 BO7HELL (�25) 415-8144 www.esmcivil.com ELLENSBURC (509)982-2808 ����� Engineering Land Surveying Lond Planning P U G E T S O U N D B LOO D C E N T E R Public Worka I Project Manaqament I Landecape Architecture �oB NO. 764-001-OOE DATE: 07-15-4WE DRAINAGE BASINS AND SITE CHARACTERISTICS DRAWN: OAF SHEET 1 OF 1 � Conditions and Reauirements Summarv Review of Eiqht Core Rec�uirements and Five Special Requirements The proposed project has been reviewed in accordance with the Core and Special Requirements in Sections 1.2 and 1.3 of the 2005 King County Surface Water Design Manual (KCSWDM) for a full drainage review of the proposed Puget Sound Blood Center Renton West Renovation and Relocation. The conclusions determined by evaluating the Eight Core Requirements and Fve Special Requirements area as follows: Core Requirement No. 1 - Discharqe at the Natural Location The discharge locations will remain the same after the proposed improvements are completed. Core Reauirement No. 2 - Offsite Analvsis An off-site analysis has been preformed and is outlined in the attached "Public Storage Pick-up & Delivery Conceptual Drainage Report° prepared by David Evans and Associates, Inc. in June 1997. No drainage issues have been reported in this area according to Gary Fnk with the City of Renton. Due to the negligible increases in stormwater flows, no significant impact is anticipated at any downstream location. Core Requirement No. 3 — Flow Control ' The project site results in an additional impervious area of 3,750 s.f. and a corresponding 100-year storm flow rate of 0.04 cfs. This minor increase to the existing storm drainage system will not have a significant impact, and therefore, additional flow control will not be provided for the proposed improvements. Core Requirement No. 4 - Convevance Svstem As mentioned above, the increase to the existing storm drainage system is minor and therefore, additional conveyance calculations will not be provided for the proposed improvements. Core Requirement No. 5 Erosion and Sediment Control The proposed project includes sawcutting, replacing of pavement, and paving additional areas of the site. Erosion and sediment controls will be provided to prevent, to the maximum extent possible, the transport of sediment from the project site to downstream drainage facilities and adjacent properties. The proposed erosion and sedimentation control measures include sediment filters at the existing catch basins near the construction areas and filter fence to the south of the proposed additional parking stalls on the Renton East site. These measures are in accordance with criteria in Section 12.5 and Appendix D of the 2005 KCSWDM. Core Requirement No. 6 Maintenance and Operations Maintenance and operation of the detention and water quality pond and drainage facilities will be maintained as outlined in the "Public Storage Pick-up & Delivery Conceptual Drainage Report" prepared by David Evans and Associates, Inc. in June 1997. A copy of this report has been attached. Core Requirement No. 7 Financial Guarantees and Liabilitv All drainage facilities constructed or modified for projects must comply with the financial guarantee requirements as provided in the King County Bond Quantities Worksheet This information is further described in Section 10.0 of this report Core Requirement No. 8 Water Qualitv As mentioned above, the increase to the existing storm drainage system is minor and therefore, additional water quality calculations will not be provided for the proposed improvements. The following Special Requirements do not apply to the proposed project: Special Requirement No. 1 - Other Adopted Area - Specific Requirements Special Requirement No. 2 - Floodplain/Floodway Delineation Special Requirement No. 3 - Flood Protection Facilities Special Requirement No. 4 - Source Controls Special Requirement No. 5 - Oil Control Off-site Analvsis The off-site analysis is part of the attached "Public Storage Pick-up & Delivery Conceptual Drainage Report" prepared by David Evans and Associates, Inc. in June 1997 and shown in Section 6.0 of this report ' I fi I � � I I Flow Control and Water Quality Facility Analvsis and Desiqn The proposed parking improvements include restriping of some existing parking areas, additions of landscape planters, parking in existing paved areas, and additional paving to accommodate 9 additional parking stalls. The delivery/pickup zone to the north of Renton West will be 120 feet long and include 4 parallel parking spaces. The new impervious area for the developed parking and idelivery/pickup zone is 4,950 s.f. and the impenrious removed is 1,200 s.f. resulting , in 3,750 s.f. of total additional impervious area A portion of the 3,750 s.f. impervious area will discharge to the existing detention and water quality pond. This pond discharges into the City of Renton's storm draina�e system through a control structure at the north end of the pond, along SW 39 Street The proposed additional parking area and relocated trench drain for the proposed loading dock will continue to flow to the existing pond. The proposed delivery/pickup zone will follow the same flow pattem of the existing landscaping in the area toward the catch basin in SW 39th Street For more area information, see Table 1 below. � Table 1 Impervious Pervious Impervious Pervious Total Area Area (s.f.) Area (s.f.) Area (acre) Area (acre) (ac) Existing 172,900 46,650 3.97 1.07 5.04 Proposed 176,650 42,900 4.06 0.98 5.04 The additional impervious area on the project site is 3,750 s.f. with a corresponding 'i 100-year storm flow rate of 0.04 cfs. This minor increase to the existing storm drainage system will not have a significant impact on flow control and water quality, and therefore, additional flow control and water quality calculations will not be provided for the proposed improvements. Flow control and water quality will be handled by the existing on-site detention and water quality pond and the existing City of Renton storm drainage system and has the capacity to accommodate the proposed improvements. Flow Frequency Analysis Time Series File:psbcimp.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flow Frequency Analysis----- Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS} (CFS) Period 0.021 7 2/09/O1 2:00 0.041 1 100.00 0.990 0.019 8 1/05/02 16:00 0.031 2 25.00 0.960 0.025 3 12/08/02 18:00 0.025 3 10.00 0.900 0.021 6 8/26/04 2:00 0.025 4 5.00 0.800 0.025 4 10/28/04 16:00 0.022 5 3.00 0_667 0.022 5 1/18/06 16:00 0.021 6 2.00 0.500 0.031 2 10/26/06 0:00 0.021 7 1.30 0.231 0.041 1 1/09/08 6:00 0.019 8 1. 10 0.091 Computed Peaks 0. 037 50. 00 0. 980 I I . - I Convevance Slistem Malvsis and Desiqn The project site results in an additional impervious area of 3,750 s.f. and a corresponding 100-year storm flow rate of 0.04 cfs. This minor increase to the existing storm drainage system will not have a significant impact on conveyance, and therefore, additional conveyance calculations will not be provided for the proposed improvements. The proposed loading dock has an area of 845 s.f, with a corresponding 100-year storm flow rate of 0.009 cfs. The proposed 8 inch diameter storm drainage pipe will have abundant capacity to accommodate this flow. Flow Frequency Analysis Time Series File:psbcload.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flow Frequency Analysis------- Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0 .005 6 2/09/O1 2:00 0.009 1 100. 00 0. 990 0 .004 B 1/05/02 16:00 0 .007 2 25. 00 0.960 0 .005 3 12/OS/02 18:00 0.005 3 10. 00 0.900 0.005 7 8/26/04 2:00 0.005 4 5.00 0.600 0.005 4 10/28/04 16:00 0.005 5 3_00 0.667 0.005 5 1/18/06. 16:00 0.005 6 2.00 0.5Q0 0.007 2 10/26/06 0:00 0.005 7 1.30 0.231 0.009 1 1/09/08 6:00 0.004 8 1.10 0.091 Computed Peaks 0.008 50 . 00 0.980 Special Reports and Studies The attached "Public Storage Pick-up & Delivery Conceptual Drainage Report" prepared by David Evans and Associates, Inc. in June 1997 contains storm drainage calculations for the existing detention and water quality pond as well as an Off-site Analysis and maintenance and operations information. -� �� ;- :.,�., ;_..F.;,- . , . . •.,, f � ,s� :: � .; , '=` �3.. �i.r 2. .y�i � `':t �._ � .1:�:I,ri_ 'i���l���. ;�.: . . �I' .,.�*.'�.�•, � - 1 . .-,.��, . %.: �l�� � .L,1- d .�_���:� A� J f •-.��. .� ��i�;.-�.•.h ��d7-•�,i,C� �'S_.- ..'y: t� . � . _'l.' 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'; ♦� � . � i 1 �'` . ����(�[/������ � {�If��ttl:�i�+�,('rJ(r..tJ.0.5._. i.Y.,�-+^+N��, ' � .�.�;. '.!:!J[:111'..2:t.71,:1' �.-'�, ,O ---- - �$� ��� � •. �- �-------- ` ` ('L�.-�J a��,.J[ ijFa -�..., "',��y: '.�� �y., � - � � �i e5(� r..- r'.y.r( ?w, . . o�..a ",•'��t r�� � �. �"� ,��t< r _:� � � � 1 "' � s . K' � �� � �,,. .� 't'�.Y "�. � `;`# c � "'t �' :./ � ���u. 't -1`i�.'7 J '�'� � ti . D+� ��� .:3 _ �_'1_z'i r ,c.� '� .� i�.�} `�S ��f, t �.- ✓ _ - �?�'� � �� _ ' -.1�rr -' _�. '�'��: _ _ .�r=�%3 g� �7• " � � i;�V:_������� 4 f•���� �'--� 1 � � t : Y I �LL�_�� r ',►,."�:r',�_,tr..—'� i �- � ; r sx=� T��hLF OF CO1VT�;�;S -� � L� .G�� t�.. . � /,' 1 '�i� II {'aYJ_s.. ��4'" �:•=;-_ -_�,' 3E4.."'I'IOh I OVF�.:�E��'..................................................................................1 y-: Lj I +� � �: y y :� , "r ; S�C'TI►Or� II PRELIhi�NAFcY C4.NDIT[QNS SliniA�IARY...........................3 I A �'�. S::CTICIN III �FF-SY�F ANALYSIS..............................,......................,..........5 I .;.�=_:f:' � - . ... :,: �='�_����5'>� SECTIC��1 I�% �iATE€t C��ANTITY AND Q�JALI"fy �'ONTROL........»........6 I t_. <- . ;:.:.: SE�'r IO�V� V COA'�'�EYAT+CE SYST'E?�4 AN:'iL�'SIS�iti� D�:SIGN..............8 �I :,.,> . .: � : :. SEC TI�JN VI �PECIAI. REPOFcTS A�`Ci STGrDI�S.................... ....................9 :.,= ` SEE"�'IU1 VT� R�►SIPv Al`r"�COAiMV?�1ITY FLAN A�AS........................_�Q ; :iECi IC3�N 'YIII OTH�tZ PERMITS.................................................................l: _-.. � j SECTI()N IX EFcOSIQiri AND SEDIhiENTATIO:Y CG`\''T'RU�. . i DESIGN........................................................................................ ............1'1 ! - � SE�'fIO�! X BOND QUAl�1TITl' `i�ORKSHEET......... .................................11 I� ; ; ' ; SEC1'ION XI NiAINTENA.�tiCE AN�"J OFERATIO?�1S NiAN�'��..................1� k � � �EC"I'IOh' G�i FASEtViEN'TS AND DRAi�iAGE RELEASE � , ` COE'E�I��1'f S...........................................................................................13 :. APPE1�TnIC�S APP£�IDIX A-l.�e�t!! Anatvs�s RPPr.�NDIX B-Det,e�aior�ci CarRtSattoe Cakiil�t.�ons APP'�''�'DCC C-Wascr Qoa(it}�Tceart:-nau Cak��ams � i c•,a pcoid�9c-2�da9cW02.tir DAViU FVANS 6.ND.�iSUCIATES,iNC. PUHLIC ST�RAGE.Rurton WA �. � CONCTP'T'JAL DRA11vAGE RE,'ORT _ ,___.. .._ -- ... .---. . ._ . __ .. ..,.. : _ .. _ , ,., • - • ---- ' � . -. — - - � � 4��� :- ��_ - � .�� �q. Y� F f.i�f.] ��. ��L * -� ;-f� i d5�-`��_ 'r + _ �a ., r i c� -#`� r .� •£�`z � � :y :. h.�, :t � 5� � y ;_s '- �s�a�_ - �i " , :rY � ��'�"v �,�' S, �`-,.-���_� II _ f�. `!+�. _ '� _�� � �: i`. '�" _`�,-'�",'F�"j .:-_ �n- a � . � . -- .' 4 •,��"� •- � � , , _ - �� '-'. . .. I �- we�■�� -.� .__. _ -- - ��!`�^�'^ - _ �.i_ ...1.�„� ,ti �R�.. -�:�;� • • �.4 •�:��i S { - �' ' �'�F;'N -_ �=.^':"�`-�'i�-'--�'l,`�'- -- = - _ NY -_ `��� �EC1'ION I '�`�:r�: - w=''-`'::"� OVERVIEW :i-p::- �-=T:'"`;:;:': The gopo�a a�tn,aio�►cf tl�Pubtic s�ag� P;dc-+�d�ck�na�rariiicy in R�u wuh� u��ed of � o��og a�u•�aue type baildina u►aa a�d�g full7 A��P�8�- T�P+�P�P��is focatai in ihc - - . `:I c� oc r�ma,,[ci�c.o�y,on S5Y 39rh Si�oet west of Lind�1v�uc SW. s«r.on 30,ioW,�z3 r�onb,�s ` � Fast. The pro}oct wjll irmote a�a.+�arcl-• 1_9 aaes d pai�ed pa�g and c�c 66.s�o0 sqa.�u,e fioet af war{2�o�e - , sprx�.abn8 aith a ddeatiou a�wata qoatit}-po�,and additiot�al landscaped arta�. ' - 1� Lo tht ta� of the 3.1 aae s�te. an c�asting 13,000 squate foot v�rik:iag aith pernaUcr padang caa�rtb�rtts � �clt 0.73 a.Tts th��.ain tn the site. "i2►e aiea u part of the Springbraok Cre�lc drainag�e ba9a � Ek7STING L'RAIlVA_GE SYS'FEM AND PROBLEM.� _ U e3m Dr:,�+� `:j� l3p�m dlauiage in2ettx�ted by'the SW 39th Sttaet siotm drainagc sti�rt�u•hich�m�ets 9�ufact timoff L he west. f�- �$ - i 'f�e sise docs not nocei�c nmo$from the SW 39th Stra.l com�nance s}stem � I Dua�a�m I)czma�e 1 I 'Ihe a�t west oi the st[e is oo�ris�of armme:aa!b�rildingc aid��Chotise de�E(op�Oetus ufiich drain to SlV 39th i Stae�7be ana�ouch of tM si�e is aLso cor,�pri9ad of oommes�ial buil�ings and narehouse de�eloplr,cnts wi�ich drain tv '. � Lind A�rm�e SW. Thc proposed Pt�(ic Stnra�e Pro1at nill r►ot oontnbuic am-additional amanu of nmoBto thts azea �I Tn rt's p�esa�t rnn.linon th�e is sgni5ratrth[norc area�posed to�•ehiailar tra_�i'ic thart uith ihe proposed de�TloQ�rnt ! Itutallation of a pro�posed drmn2¢e po�«ill ennue tt�a1 the e�is�in8 drau�age Pattems are not it�otl i ' The a�a tn the r,�t of lho ProPo`�ProJ���F��of large tr�cts of de��elopod land with�cnm��al�atvnesses arid I war•_�ha�scs�long SN 39i.ti Stre�"Ihi:acea orai�to 5pring►xovl:Creelc tluough a clos:�comtyance s}�an kading w � Springbcook C�c ! Draiaage Probicros No d,-ainage probiems arce identified according to Ron Sacra,Cin of Renton.Departm�:nt of PubLc Works. PROPOSED DP.AL'V 4GE SYSTE1�f ' The proposeri dre�nage s}ztem includes a leteation and water qualm•pond az the northK•est comer af:he project � alon�w�th new eomryana pi�crossing the site. An e�sting detention pipe wil!be rcplaced in fwictionalit�airh � the pond. �Vater qualin•aratment r.�nststs of oillwater sepac-�rors in the pond rnnuol suucnue.along aith the constnution of a r�ater qualiri•uratment pond as a part of the d:tention pond. VARIA.NCES P YD E.�CEPTiUNS The proposed draina�e s��stem is designed ro mee�the latest n�uion of the 199t)t:ing Cou.hR•Surface�Vater Desi�Manual and the C;ty of Renton's S�nrm and Surface Water Dra�nagc reqwremrnu. No��arianxs Irom the ; raquiremrnu are ncoded 1►ifT:CATION MEASURES c a-Pro�id:i,x-2',.:;a�Ocl02.Lr I DAVID EVA."�S I�`vD ASSOCIAT'ES.(tiC. PUBLIC STORA�E.Renton WA. i 1 CONCEPTUAL DRAINAG�REPOR i' i , -- --------- -------- � �' ',4'4 � �r��'�, � x � r� '` �a,��.�?a�4„ �"L�;., ����� w � -�� �,_.`,r -`F s � _,: t t i�s ��^ �� ?"' '", "'E �� t" ` -r� •.'� Z �- _ �: ' { � i -.-�. i,Y ,_:Z' - r _ L �' ",.,��e - � �y�.a.;Y ��:t - .-�� + - y� f. ,�. _,�. ts - _ .1 ��. __- " - - =� '�r _� _ �� 3 �__,.___ �'�:� f�_., • ..µ,��. . ?;+:r;jr '"��:'„t<;`- Cr� ` '�.`^..�'�- ��':i. �-� - The follav�ing mea�ues aill be taken to I�ssca and pceveai damage�o the emimnrnent s •_ .; :,,���:.�. ::�:_;;`.'=� t. E.�iag ddantion faali�cs aill bc tepla�ed with an opea air aater q�lity and�xtca►io�po�azod to pim�de .:.,_�_:,.. _- _--- `; thc same Ia�d of ddearion as the e.�ng fwr faat diameter tank and it's assuciated s�rface ponding. :;�; _�" � - � �. •ITlC?r�'�.�1 OP S11IC�Ct 2IC8 S�]GU t0 1�I1CyI�[t3�i:633 UlE fn�o SLC WS'II IlC TO�OCLd�J,��IT.OST 7O a%a. :�'` :; -'� = ra .,=rY�:.:.�-:;;; �=� - 3. The Eotal amount of iaepervio�s�ufaa Rill bc dacr�sod across the sitc,and replaad with a6ditia�al � - � Iands�a�;ng and stocmaaicr treatmcnt area �;;� -�. �3. 4. Er�sion.and aater qua:ity impa..-ts aill be ad�r;�cd both during znd after cotut�uctiaa "Ihest may inciude i'� _ . . . _ _ . . 3. - . ._ _ r. ;.- -� the use of stdiment traps,filter feacing,cha�c dams.and dn crs�on/uRercephoa drtchas,d�mng ttse ooursti:of � - � rnn:,-msctioa � ;=. . i - ` � (:� 'The perniarbcnt drainage f2ciliries a�ill mitigate:c�Paas b��the use of s�orm�+ater detention:o r�uoe peak IIaas �:s-: - tbat wrtenth rnta the Crts's com�aaoc s}stem in SW 39th Street feading to Springbmolc Crxl� Sediment t== trap6,oil wattr separatocs in catch basiiu and a Kaur qtialin tr�a�ment�ault Rill iatcr=ept�ei+ded sedia,ent z��: .' � and oil-based�rodocts prior to rclease. �,'_ F=;; . . : � `t 4 �'� � t':� � '�; � - - � i i�=:i � I j f - ! ' � I � � � �} ! i ' � C.13- f0 YL�SC-?�G�UO1.11f � p } ; C�AVID E�',�t�S AT:D ASSOCIATES, [NC. PLTBLIC SfORAGE,Reaton WA 1 2 CONCEP'T1JAL DR.Ai;�AGE REPORT � �( i � , ,.. _. . _ _ ._ _ . .�_ : � t� -�- +.. Z- } .� � �" �,`�.. . .�.,�. v -. r `„� r F` -�' �� � �<�'� � �q y�`�. �s.' -t� � e i � - � .i �.�� � ..� �.�` a. ]F } f' s�.. �':.' ti . . �. �� �� r. t'' �r'�'" C'� .� x .e:�. �,�A'f�lY�` - y -- K Y' ` _ :r d . - S .��: r,;'" � �-7 �r�.� _� ' ���Y'' ia ``r,,r^'"'q .e-� �-�',j� f. - _ j "�.o■/�!'�.'"7!1 i�lIMY�l�w� '_ - ' - �' +- a..1�� � Yl _. __—... _._ ._ .asi:n� 2 ,'�, �`� " , • �R..I,:t_� ::.-.:-=' ��~ ']c�. , '�"yr;a�), r � ' ^ S'lCe1�� �_ �c — � :l � �._�;:�. � ,_� sLc-�iorr i� ;s:�: � -- '° -.�' PRELIMINAdtY' COMDt1rIONS SiJ1V�MAR� =_ ` - ; _�: =; �. ° -- -+ 'P�..is soaion wi1!aa�ea the[�q�u sG f«�h bc chz eCueg c.u�nur�,u�acC'J�atcr Mamg�nes�►Mam:at coce - - �d Special Reqiriiemads listed it►Chapta t. = CORE�EQ[�tEP�rTS-I{"mS Camti Sar(au Wat�:1Lanxgemmt Brsgn M�eua! _ 1. Dic�a�e ac a�ual lcr.�tioa(1.2.1): Flos�•L�*e the neu�det�tion�d u�li be discfsarged 'u�n the sar*�e stn:m - dc�a�e s}st��hat the�daaition faalin•cirains mto,at a lorrtien apgnoaaioatrly 200 feet w:he�rst. 2. OtT-si�e Anahss(1.2.2): �is� is cot�etacl in SocYions IIi a� N. Upstream basins ha��e been e+ram�i '�•'� DqVti�LaID Sl'S1�S I13�L b[GII GY�IRII`.'�. (�CC A�LC A} � 3_ Rimotl'Contrai(1_2.3): � .4 Peak R�te i2iuioff Co�ur�l: This subjact is ad�d in Section N. Qetentio�will be prrnided to maimain , ; tivsr retes a!s�e��uing 2. tG,and 100-�rar.2�-frour peak Ie.Els "�h:s nill be achie��d b�•replacirtg the i :r:�e of dete�oa as�-iatod�ith the e�dsung d�ention ta.-ilit}•. (�ee Anpendir B.) ' - y � B. W�tu Qaaluy T�eatrnent 'Ibe exiuing 9te s e�m�t from the teq.riremem for veatn�ent for�:ater quaim• � due tn the fact tl�ai the proposal uill dec�e itk: amoant of pa��sne�t �bje�.-t to �thiuila: tra�c by� � at+`ro.umafeh•1.9 acres_ In additiorL the pmposat include�repLxcng the�dstin�close�detzndon s}stem n�th a apen dete�on and Rat�walin�pond d�sig}r�d per the fiCS�VD manu:sL(S�Appendix C.) i � 4. Come►an�Fadlities(1.2.�3): This issve is crner_,d in Section�'. The Aropo�l includa prmiding com�-an�x for the � � 23}�r-24 haff stona and addresir.g the condi�on of the s�in the t W.�ear-2�ho�u stann. � - ± 5. ErasionlSadisner.tation Comrol Plan(I.Z.S):The project wzll e�itRnxY a senes of sedimx:u conwis reiated to�5c � xt�dino�on the ste. Th��e isti�es are w�-ared in Sa-tion L� � 6. Maudeaance and Opetai:on(1.2.6): Sina this u in the Citc of Rentoa mair���*+�of ai1 drainage faczliti�s and . S�STLb15 Crill be tbe responnbilit�of the a�r.r. Care«ill taz taF:en w i�az sc,`�eduling is concisteas niih ein• �=�- 7. Bond�ar�d Liahiiit}�(1_2.7}:Set Sctti�t X � SPECIAI.REQUIItEhtEt�TS-ICmg Caunt�•Suriace Watcr hian��ement L�zsi.g�Mannal � ' 1. Critica! D.�au�ge Are:ts(1.3.i): The psnject lies in th�Sprinet�rwl: CsccxJ� Bann bat nc� spc�! requuu�.�ac: ._r �tion or wates q+nht.•in tl�i5 aiea af the bc�,ng�cr��e L'he dr^�.inage manual. 2. C.o�lia�e With an E�sring Mastet Drainage Plan(1.3.2): Th�rr are no master drinage pla.�s cm�riag tik pro�t i g� I � 3. Caoditiais Reqau'sng a?�Sasizr Drainage Plan(1.3.3): The pro}cxt does not recruire a s:�er drainage plan � I 4. Adopted Bavn a CommuniR-Pi2nt{13.4):11fere are no a�io{�e�'hasin or c;ommunin•plans ui[he Sgrinetrooi:Cce+ei: i HaQn t�at c�catd ttw�iec{�uned b}�thc drainaee manual for thL utt � � � i c�a-prol iiuc-:�da5ttilXl'ur � � DAV`iD EVANS AIVD ASSOCIRI"FS.(NC. PUBLIC STOR3GE.Rcn[on WA � . CG�CEP'TUAL DRAI\AGE REPi�RT `i # � '_„_ _ . _ . _ � � — ' _*�r '1 �"�w� _� �Yi �:�� r -��-;'�".a{: � .��^ ...'-+,� � ��•�t+�-s:� . -`3 - -. '�� '� � '�-4 ,sy` y �- �>}„�.��i� -�� -- ��.� � - - � .4 � .�_y �.��` ,: .,'��'�j �.�.�f� � . ;'.�a� �.� .� ��' _ ' .. -�._.� ._.__ � - - - �- � �.L�:.' - _�. ..�� �Ge�i f s�s.e+��-r�. ��. � ��•- �~�-��_�� �� ���"`?���_ � �.� is -:�=`}�;;;_�.,'-:� s. s�w��ay c,o���i.3.s�: ��o�«x��a��.o����,t��ttF��� �=�=�<:�::�:.:� aaaaor�o!nc�paviois s�uboe�to.�lar c�c by 1.9 a�+cs,�a so is�,pt t�s�at�vaaa qoalay a:��::y,�`- 1 oos�ols. Hoatva,the ptoposal i�ks thc c�nu�oa af an op�m aa�pond d�vp�d b piwidc both � _-` � dr_'a�a�weter qual.-N tcc�r�t fa�:be eutue site,and�rtory uras. ;-�": =����� _ i �� _ -_ --:_ � 6_Caal�sciflg PL;1t 07,'Watd Sepa�ors(1_3.6): T6c pmj.�ct sviII mt i�ea9e iu�a�iv�.;arr�a sabj�t tn�chiaalar�se bS• ± - _ - , fr�e aczes or m�e,so m coalesang pl�r,oil/aata scp3rator is�ryired � ::; _r_.-.: - - ?. Clcszri Je�es��(1.3.T�:The prvjacx is na�birtan•W an off-site clesod depr.�on afiich is under 5,000 sqoare feet � '`�<'.:�%': .. of su�-ace a�ea:n:ei_�so Ihis�dal req�rit�c�oes rnt app!y tn t��e projea. ^� _ � _- 8. Usz o�'Ial•es,Wetluads c�r Clcead D�ons for Pdc Ra�Rimoff C.onm%�l(1.3.8): 7be projax wiU a�t�ae a L�ke. �� . =J _ wetland or d�.aed d��ion for peak rate nmoff oontrol,s�this spe�al i�.iiremrnt das not appl�. ;;� • 9. Delinmtion of!00 Ye2r F'k�odplain(13.9): i�:e pro+ect is nnt ti�ithin am�FEhLA d�xignat�od flooclplaia � ,i � 10. Flood Prot�.rxion Facilitia for Cl�ss 1 2nd 2 Strpanu 11.3.10)� "Ihere ar�no�,.�or propo,9od tiood protoc�an ; ` I� I E�.ilities fe'c4ss I 3r 2 ssrram aithu►th_pcoject. . _ � I l.Geatzchnical Ana!}�sis am Repott(13.11) Not Ptaid4d -.' ' . ,,� � I2. Soils anah'si�and r rt 1.3.i 2 : Soils in t�e u�ha��e becn • as shrntin in the Soii Cecisec.avon SeRice. r-. I' � ( ) �AP� � ECirg Camn•Soils Rt�oct Sze Section Vl. �'. �I �� ! SE\STI�AR£AS ORDL*iANCE R£QUIREM£hTS I, CTLen are ao sensitn•e ueas�tiithin�he p:oject limit. � � � � � i _ cli-proj�das�:-24ls�x+Y.�1J2 tu DAVm E1:'ANS AND ASSOCIATES. IVC. ?i78+IC STGRAGE,Rentan WA ; CONCEPTUAL DRAINAGE P.�PaF.T �• _ . . _.. .._.� _ - -- - ..... • _ ._ . - �� . � _ � _ ` ' _ _ Sa '�' _ ` �� � ' x - i' : ti L•� Y^��� �yt',.+ y f YR'' -� y�Y S' ..- S � -•� - �A �''�.� � 'J �.:_� �.�.�� � 'Y _ - �r .t�� � 1" � r_.�. _��1Z�cs�r�r�_..__ . _ . . .�. � 2 �r .�Y-�ti=:i�1�_ , � �_ _ K=; _ ' r,:" _ _ SECTION III ` ,� G�F-SITE Al'YALYSIS - I i • L�PStREAM ANAI.YSLS Cfpsuzam dramagc is iiucmeptod bc the SN 39ch StrEtt storrn drainagc stistem.��hich com�s auface nmoff to the nest 'Ibe site dnes not c�T nmoff from the SW 39tf�.Stroet com�esanct stistan or the Lind A�T�e SW rnmaanoc sstem_ DCWNSTRFAM AIVALYSIS �tandard Requi[emznts(brnrd nn Desi�r:l�mival vnd SaOi 1. Mair�sis st�all eu�G w a ooict���!:le the project site a�r�stiunes no m�e then �5%of th:.basin but in no case lesc tt�►1/�milz(t.2_2-1). Compkted ' _. Lr:e! 1 Anaty� shall sha.►• on a map dow�m pir.e sv�. cf�►nel charar.-teristics and a nariatn•e of prnblems(I.2Z')- (Se�A�,pendi�A) 3. Le��d 2 et.ozh�s is:tquired if et is fou�.'t1�is a lad:of ca�cin":rn-er:up�ring,s�uing bank sloughi,ig.or j sedimentaIIoq flooding�f��t►tr.s, road aoc�s. or se{xic fields s:�i5cani des�txtion of equ2:i: habitat. AuatS�ss sha;l��ormed at each problem site for the 2 10.and 10C►cec�r e��ents;�r,g 1�lanning's Fc�vation : and uita�ape and ha.id!c��el a�ements_ E�aluate problem for e�is[ine and propo9ed wnditiors (1.2.2-3). , Not applic�le. i �. [.e��d 3 Anslcsis is�quim�u•tw�ihe Proposed P:oJed 4te a�nsritutes!5%of the flrn��. An�l}sis must be done �g lioensed s�m:�•ani stac�a.�d step badc nater metlsods(1.3-=-2). I�ot applicable. �. Solotion of Prv�km-1� muu be sho«n that either the pcnj�t�tiill neither aggra�ate an e.�sting problcm or rause a nex•o�e. Wheie the project��ill aggra�ate a problem then mitip:;noc�musY be prrnidad(1.2.2-3� The i projec��iill not a�gra�ate an e�sting pr�blem or ca�e a neti�•one_ 6. iDischar�e at Nat�rtl locarion i� re�►urtd and prodiaxs no sgii8ram impacts to :he drn�nstieam prapem• (1?.1-t). Di�harge from the Proposed Pmjact is in.o the s�me storm drauiage slstem as the e�7ir.g ste.bitt 2t a poi�2W fea dawnuream of the e�istirg point of connection. ; Spect.;i Reqtn[ements(based on P-.evjTtx.basin�r communin�pfarr.•,and c7rrrcv!dc+ign¢tro�r.� N�-a L.evd 1 Anahsis ' 7he area tn the eaa of t}�ptopo9e�project 9s cor.iprised of large vacts of de��eloped land alone S1V;9th Sueet. This area drai�s to the u�per reaches of Springbrook C'ra:ttwugh defined drainag���a�s(Appendi�A). 7he o�il}-area off-site of : tbe grojc�th�cu�t�es drainage to the 9te is the area �f parf:ing and bwlding just east of ihe projat This arra E contnbutes approximateh 0.75 acres of oa�rnienL roo� and landsrane. 7�he original detauion c.iil: d�ign for this lo�tion prep:�m�l in 198-t, incl�drainage from ttr tr_tirc 1.9 acre parnel. Tlus��as establist�ed tn mi�+�ing il:e � e�►�sting dcainage s�stem on the site.alang with the�rmrnt ieconsvucuon arw detention prrnided in the subsoguent � canstn�dion of Ih building on thai site nrns. !n tt►at rotuuticuon project a ne«� "�'8�11r' ripe i.ten.�or, tanlc was I prs�ided alono Linl A��enue�d�h dn•erts�,orti::ts of the roof dowmpart s}stem along�ith all of the�.�ian�lot area� , rortl�satIIh and east oi the evstirtg building. and discha:�es it separateIc into ttre m�micipal drai��a;e slstem m Lhe ' strxt i j c;;i-prot'�;+x-21.�n:d�tul?tir � D.4ViD EVAIYS AND ASS'.;CtATES.fI�C P'18LIC STOR.AGE_2enton�YA � CO�iCEP"IUAL DRAiN.4GE R£PORT , �� .�_ +'��_` __�,� __- :_ ..! �.i � �C � rK sl�� � �3-. �- . �`.� ' - ` �.� . 's�., � ' ��E j 3 -2 f,�-_ j-�� i ,a. =;1 ..- z .�.. '. ..r .�l c - �.J-w`"S_.�� "{: ��,T� S Y 1 �,1�� �- p• - �� y-��:�� �a�t �4 f ra. �.'i � t. �_9' �.'. � ;`Y`• Q S'�— _..1ia+�+e'�iow�.�-�..� _ � _ . . . . � �i�SK�L. •�"i� '� fF w -� _ ` �[ lS��'!s� __�f.= • •�' •� K .'-�f f_�. 3 a , � 1- a�— > � _= _ ��i SECTIdN IV �.�:. _ _ - -.�� WA1 ER UAN'1'I1rY A�iL� UALi'TY CONTROL _ _ - ; Q � :�,-�,���,,`. -: f SI'TE E`1DROI.QGY(Parts A&B) I - - Calculatioas for this scc�on ace fo�md in Appendix B. ��." � Part A-E�dstiag Sitc Hcdrnlogti. The ccisang sie 3:��drvtogy is a detielo�ad, pa�Ed par'dng:.ma that the ne:� btrildir.g aiU oa.�•. The design ot the e.�dsting s}stem is not a�2ilable, b�t aas daelopad in 15fa ln• ESAi for ihe Boeing Fleamnics di��ition. Due tn wnl�acwal language and seaec.y isuics,those ptaiu and calailations are nct a�-'d.:able. In Appa�dix B of this doaane�rt, R�e pa��m•c�al opdo�re�eatir►g the sizing of the e!osting d�endon stizaem This«as ne�san io Propesh reQ�a,ce the e�sting�etea�on aith new�ion. h uas also t�an in or�cr te be able co idauif}the s�t of the eristing oriba in ttc faar foct diamet�tank in the e�astiiug 9u. Part B-De�tbped Site H�drolo�� � • f, This proposa!dea.�ses the impenious area of tlk. s� .�•hich niU acnaIh�d�se the nu►oS of tt�e pro�ect The diain.�sge s�stem will w�st of catch bas.ns and storm Qrain pipc. and«ill no�change the tune of cencenuatieca T.ie ` �;;»4.bsa1 a190�,�rs the impenia�s svrface wbjea io�-ehiaziar tra.fic b��i S:,�es. (Appendie B) i � A narrati��e af flo��s�n the bann ti�as prrnided in S�ction iIl. i ' PART C-DGT�N7iON PERFORRi!►.'�CE REQUIREAIF.��?S �, Standatd Rey�:uEments/Sr..aed oa Design:tlrurua!m�d S40i 1. Floa rate must rel�se Ilrn�•at or belfln c�i�y 2. 1 U cear and lUti-}�ear.2�-hau prd}:rate.Eustir!�rnniirions art ihos�thac uz.:pcesent in!�ia�•1979(1.23-1). Flo« .-ate�:ill be ke.pt�he sa�as it etists toda�'.tn•n�lacing che e.�ustic�g d�tenaon taiil:and paridng la pord:ng s��stem u�th a neR d��tentior, pond and conmol stnct�e szc3 to release at the sazne�ate as the e�dsting s}Rcm. 2 Detention pocds ate t�be�pen ponds �le,�ss thcrc is no practicabl�alternatn-e a�d ma}•be coiiwmerl with aetpo�s(1.23-3) The z.�sting detention fa;lin•is:,n under�ound pipe- The prcpos.�facilin•�s��opPn aii PQ"-�- 3. Retrntioa faciilides m�tx e�aluated£or the 7 dac� Il�}�r aent and dou-nsVr�m rnt:Ito.�•path�zal�a[ed (1.2.��)(1.3.7-11.`a a�pplicab�e_ 4. Wedands shall rxx be used for detention unl�there� no a:tcmau��e. if it u a n��t 3 uLytland«ith its onl}• m jor fimction as s�orage.and the f.�iiiti�ts regi�c�l�n c�t�ue. (u�yl.C)I not applicab':�. 5. Floa�contrul is nat required ii there is�ess ihan S.�x��s.f. �f x_�im�enious surfacc.flc�r inacase is less dian 0.5 cfs for the 1 W �•ear e��ent, or �iact�arges to tlx: C.�s. Grxn_ Duaamish Sanunamish, S}.}i;omis!� Snaqualmie. Whitc or Sark mrts; or Lahe Sammamish or L.ak� ��'ashington: or to��et Samd (1.2.3-5). Flow�conlrol is also net ra�uired i°dischargi�g w a lake. «Eti:u�3. or closed dep:ssion if W_•increase in the � (loodplain is less than 0.1 fee:and F�rrmission is sec�:ra�form a[fetled rrcpem�onne�.�.?�;r q►�lin�tr.a::.rent is prmidad txfatr di9cf43rgc.and if f.hcre is an outlra,it mar•�ed to ra�adi8ed to rctain the e.eisting 2. JO_and c�-proi�i.t,r-21d�OW2.hr DAVID EVANS aND,aSSOC1ATE5_INC. Pt;BL1C STORAGE.Rcnton tVA 6 CONCEP'TtJA�_JR:1;.1A�E REPORT � i _ �-�,s s �s.c�s.z•, "t� _ y'�y'' �. ✓ ��� S ���� � },�.��. � ''m¢r� _" ..._ .-. ._.... '--�'���:'6iRil��Yr"""�t�� � ~i N J}�- , � - �� - =--�7�, ���,�.;�,'_.. , ' .:s:,;`'��;�f,': ;F. .._:;'::'�'. .�y::_�,.._'. ..L.._. i�-=:.: ;�� _-_ _ ,�.,Y:;'_--;_.� 100 ypr. 2�1-t�our flow ra!es (1."s.&I). Flow camro! is car�entl}• pro«ded 1�eis will be a c:oarase in �mpaviut�s�faas Tburfore the existing flow cnt►uol sy�stem wiU be reAlaced wnh a�w system desgnod to � '..`.`�' :: 1 match:he performanoe cf tLe r�asting s}stca. � 6. 6}°pasxs may be peasniited if disc2iaroc is tn tbe sarne subbasia and the 8rnv raic is�ated for at the � deteiuion fa�7in�(1.73�). No bypass�s Peopos�d - ; - 7. OB-site flow g�ater theu 50 peis�t of the 100 year og-su f,aw m�st be carried in a segarate systen►aiv�d the � � ddtntioa facilit,•{1.2.3-G). E�auing a�-stc Ilows are inch�ded in the desgn nf tl�c original detmuon s}5tem fa: � ttx ste,and as a co�a;tecna ase included in the�x•desi� 'Ibey mzy not be bypas9ad wlthwt inaeavng�e � 8on�ratcs from tbe a�ea. S�ecial Requiret��ectts/bared on P-sr,ljiz,b�sin or communiN plans.�d critica!d��gnatranr� � F ; None appl}gieaier than the sta�dard ooaditions from the dcau�age manual. � � j PART D-WAT'f:R QUALI'IY � ! Stand3rd Rarnri:ements('oased on.11m►ual/ ; ' � i = Tt�e a�e four le�rls of aat�r qualit�faa:iti�definad in t2r_ 1990 Kin�Counn•Sur4'.ace�Vater Desien Manual.each le��el � is add.�tnt and Fhe�•do r.x atriar or�p!arx irntirr lc�•d facilities. These le�rls are as foJrn�S: ; • i � l. Oi!/Wsxer Separation-roqiriieei in all pipe com•eyance s}�stems sening pa��ed a�eas. (1.2.43) Oith.ater separ2tion w:'!�or�ce control ttill t�prrnided � ; 2. BiofiEtration Facilih�-required in addition w QiU1Va:er Separauon «•her►the nen- impenzous area subjecc io � ', �ehiattar t�se exoceds 5000 s.f.(].23-1) The proposal d3creases the ainount cf im�nious an.a s1!bja,-t to��ehicular ' t�se.and so is es�pt from biofi:tra�on 3. �vater�ualih Poad-requiiai in�tien to the biofiluation taci:m•u•hen the ne��� impenio►u a�a subjx7 t� ��ehic�:�ar use or chemical seorage exc«�s onc aae.(1.3.5) T}�e proposa]dacceases th�amami of impenious area sub�ect to�zhecu{ar use,an3 sn is e�cempt from the raquiremem for ti��ter qualin•trraunent 4. Coa:esc�ng Plate Separaf^ra-re��;�d in additi�n to��'ater Quality Pond if thece are 5 aaes ar rzwre oC nen• ' i�npen�ioac surface subj�et to am ef the follrn�ing: 25�P.�T,chemical or petroleu.-n storage, hcn}•aquipmem use-(1.3.6} Not a,7pii�blc. ' Spacial Re�trirem..-�s(haczd on P-su�x.barrn or cormuniri pla�zc,and ortrcal d si�na�ioa�i � I�a a�licable. , i ; ��d-pro.�-z��:�o��nz i« 7f.Y[L'�VA,YS.�D�SSOCIATES,ShC. PL�L[C STOP.AGE.Rcnton WA � 7 COI�CEPTiJAL DR�.Ih'.AGE REPORT � � � f � 4. ' . _ " , . . . . . ' ' ' .0 i/ ._ y. �.24 J' , f' � �. .t•. -��/�4f1��/1*�iJl�+�'R'�l�..Y�`r.�._. ""_. - . . " .. ._ � ".l�w1L �NGv�.�.��..��� . ...__ . �.� 'Y _ � � ,'jt_ _ '1 • t � • � �` � � r �•; SECTION `�� k: , �; ; k.<, CO��L�YANCE SYST�M AN,4LY�IS ANT� DESIGN !' I � �=: t 5ta[dard Ret�irimmenu:!baced ox D�csign!lfarrua/r•rrdS4U) ;; " f': l. Faclitia m.us�cumry 100 s�ear�o�►�rithout rn�ertoppi,-�g the crn3n ef ra�ds,ilooding birild'nig,and if'stxet flos�� . occvrs,it must Fass duough a drainage c�sement(1.2.1-3 j. 7'h;.dasign in the Appr.ndi+c add[esses the 100}�ear �- flow•withaet m enoppin�;the conf�ecance syster.i 2 Nese•pipe s�•stems au1 cuh•erts miut com�e►�the 25��car�on�n��at 1e�st U.5 fePt o:frecMard (1.2.-i-1) Thc d�sign in the��di.�ad:lresses the 25}-ear flo�c and rrrnides oprn charu�el IIrn�•in the pipe in al cases_ 3. [3ridges mu.�con��•the 100 t�ear IImi•and pnnide a irununum of 2 f�-t car�ing vts tn 6 feci of de�ranee b�asec'on 25'io of rt�ean chav�ei���dth(I.2.�-2x�.3.5-5) Not applicable. �. D�iioage ditches must com:z}• thz 25 �-ear floa w�th o.` fert of fre�baard and the 1t1U cear flrnc nithait � rn�ertopping(1.2.�-2? �bt aaplicabl�. i. Fioodplain Crossind m¢st nol incrras:the baSe Oood ele�aUun tn�mor�'ian O.UI lect(-!1(83.C)�and shal: na � reduce th' flood stor3ge�•olume (37(82.A) -t1(83.A)). Piers shali r.ot be corulructe� in tbc FE�41?. floodna��. [�1(83_F.i)1 Not applicahle_ � 6. Stream�rassin�shal]require a brid_e for class 1 streanu th�t daes disturb the s,rearn bcd or banks. For npe'_ ' anG 3 sr^_am apen Cottom cul�c�ts or other methods mati•be uscd that aill r.ot harrn the strearn or inhibit Gsh passage.�6t►(9�.B1� Not applicablc. . 7. Dise�arge at Nawral ioe•rtian ic ra�uired and produce no si��ndicant impacts to the drn�nstmam prc�pert}-�l.?.1- 1). Tl�e z�isting dixhargc pein[is into th�Cit�'�s s}stem on S�V +9th Svxt and Lind A��enue S�l'. The neu� di�harge jvint nill be into the sune sstem at a point approumatel�•7_tx1 feet donnsuram of the c�is[in�e poim of discharQc. Speaal Rxjtnrtmettts lbarecl on Y-�v�x.haan or cammunrt►�plmrc.�md cntica!designanc��rs1 �o;X i ON�ITE CO�vl�'EYA�CE Becaase the SBLii h}�drolo��n�thod LLses rauifall information d..�•cloped on hourl} a�•.rdges_ U�e Ftational formu;a has been us�d to dee-eto�pea�flrnti• rates for in road rnmR�ac►ce faciliues�sher the timc of a��entrsnon is less than 3r� minutes. ?Jthou�h ehe Rauonal Formula makcs mare simpiit}ing assumpuons it's rainfall da[a b,ise is more closel} related to s�r+.aller tim�of mncenuation. P�Ic flo«s de�•eloped for impenie+�s�ufaxs u�n�[he rat�cna! formufa.«itl� um�of concasuaton I�s then it1 minutes:ue more consenati�•e then those iuine the SBL'H method Calcvlations shrn�ing the siang of lhe groposed szstem.;re included in the Appendi� O UTFALLS Energ• dissipauon is reqwred for sll outialls :u�d at a mmimurt-� rocw erm:on pr�tection �s re�uisd I l.?.3-3) !�ot a�Plicablc. �.�-�ol�.K-='�1.i.c(NN 1�.Ur DAVID�VANS ANU AS�GC(ATES. C;*iC. ?LBLIC STOR.AG�,Rcnton WA x CO�CEPTUAL�JRAI1vAGE REPORT � � - - - �` . . _ . . _ '." - . __ _a-.. _ s _ f s - � -.- ��.3:..�a.ai�-'�su.,....-. •.------ � �� � - - -..�.._:...e:ws.:.asr_�ei6'�''�sS:i^$:-:a�t:._.c,�..:�,.,...:�-....:�_-'-.r.-...�_...._�,.- - � -:;..r.ds�a�ioc:e' i i _ � j � � _ � _ � � -� SECTIOi� �'I � ' SPECIAL REPORTS AND STU�JES Sensti��e az�s w2�Fiin4 adiaccn� or signi5canlly affcctd by a praj�ct shall mquue a spcxial �udy unless tLere is a i sub�tanzi6,shrn,^ng th3i the projea uiTl not afi'cct the arr�conuar5�to the goaLs of u'�e Scruitn-e :4rea Oridinanoe 9ti 1� Is(5'�. I. STREAMS �tanaard Re�qiriremcnts:�ueams and'oaffers shall not bc�ltcred«ithout a sp�ial said}•and miti�tion par(S?(93_AT�. Not applicable ? �YETL.ANDS Standaud R�qaireaients: �Vet�n� ar.d buf3en shai! not be �lcer.� n�diout a s�pecia] sYud}� and mitigation plan [ay�89.A&E.)) Not applicxbic 3. F[,OOkLE'[.A�� . Standard Requi�t,�tr�ems{based on Dexign.l fa�rual vnd 4-f U� I. l00 Yeu Flood Plain-'Ihe 100�•�r f ood plain mast Se determir�ed from e�cisting flood hazard st�•or one shall be Pre�:red 11.3.9-1) Not sppl�mble. 1. Comf►ensacin� Storzge sfull tx pro�idc for am� fill pla� �c-ittun the flcodpfain [37�82.A) �l�R..A�j tia ' A�ol�cable. �. Flood Protectioo F•nc-ilit�es-lf thcre are(loai protcxvon Cac�mK en the site�r propos:d an a:i�f��s of thzse rr�•� , oe prepamd ifl c:�etertnine f3ctors of safen,for fail�res cased bc iiyuefacUon.rapid dran�d�n�n.piping or�rthqua}:es , (1.3.Su-i?. Nat�lpplicable. ; 5. f'Ioalplain Croaings m�st not incr�ve tlie b�se flood cle��ation in�more dian C�.')1 f� (�I(83.C)J and shall n:�t � reducc the flood stccage��olume (37(R2..4) �� (83.A)). P:eis shatl not be cansuucted in �h: FE:tiL4 tleod:�a�•. , [�f(�3.�_;)� ?�'atAppi�cable. Sp2cu'Feeqeiiremerts(baced on P-.�u�x basir.or cnm�aun�r►'plarrs.an.!crr!rcal desiQnclioncJ Ivone 4. GEC�?�C�7CAUSOIIS Sland�rd Requircmems/bn�ed on[Jesr�n!lawal�vtd 540� 1. R/If and InfQtratiUa sr�tems-1(a�nd or infillydiion s�stcm u uith.n 2txi fect of a stecp slope.on a i�",'�erad�_. ur therE is a berm g;eater ihan ;i� feeL gcotechnsral anal}�s�s is reqc�i�od anah��ng affatc of greucd«aler interchor.,�e.cliange af soil strength charatteris�i�,and piping alone outfal piFe,c(I.� I 1-I). �ot a�Gr.�ble 2 Soi1s Ciac�eation-ff soils hs��c not becn map�i or are incorraL'�tt�ppcd[hcn anah�sis:3nd cl�raUon stkill tk.�+aording to thc SCS classifi�tion ss�tem ar.d soil tc�tur:m�-tt►od(1.�.12-11. Soits ar�c.l��sificd as Snohomish fSo1;:=r l�ing Counn•Soils Sune}•htap tio. 11 c�-Pro�'.d:.x-2�i::.;�.-U;HT2?:r DA\'[D��'A'�C:�^tD?�SSOCIATT:S.1\C PUELIC ST()fZ4GE.Rcnton��'� �) CCtiCEPT�,�1 DR.;1tiAGE REPORT � � . i .,,.,� _; _ s � j _ _ - _ �k - 1" c� � = f - � - _ � .._..; y f :.. ; � i�; "iYr Y'e' .L - �� �� -� . . .'�., f[ T,�.i ..�' a�3�.�. y f •- ' `��i�i".�� ...��_ . .� . ' a._�.�...�+4-ai�6raw�sa�..�."' __ " � ._ �_�_� �.� L-.t �i. �.c� _ �l _ 3_ Srnativc Arras - �eqwre s�ecal stixiies includin� ;��1 muie [19(28iJ, tandslide [24{47)J. 9eismic [2R(63)1. - crosian[21(3b)j,a�st9ep slc?e�29(6F))hazard areas. Na appli�able. � S�:cral E�qu�etr►ents(bas�ed on P:�vffcr.barix or commrmity plars,cnd critico!designat:,:2c� t Nonc '`� } S.CI.OSED DEPRFSSION l i Standard Requc�neai:The wlum�disctiarged w a dosed depression ge�.er than 5,000 squars feet�rfa�ar�must not be in�.^r�s�d wi+hout pennission of tl�e pro�~t�•in•morc thatt 6.0 i faet?naf}�si.:musT bc�formed for Lie 2, lo. it�0;._:: 23 4►our and 7 day 100 }�e�r stotm e��enis. O�-er�otir• plths r..:n- �.:�o ��d u: be anal}�e� {1.3.7-I j(1.3.& >>�22(37.Dj[4I(83.��. i�«appiicao;c ; � � i � _ y ; i 's f i , � i - i ��t,-�ro(�vSa�C-Z'�iL'CCUIt('?ll' DAYID EYAPtS AND ASS�3CI.':��ES.ItiC PI:B�.IC STORA,E.Rrnton�L'.q � 1�) CU�'CEPTUAi.DRAIVAGF.REP(?RT 1 � ` ._� _ - - � : - - - _ ._ _ . . - _ _ ,_.�__ =;��:,�3.dii.+y� �`--- _ -. . m= r�3� �_ . --� ----=-. _—____.���_ '��: � t 1 1 � SECT7Q'.�I +'iI � ; BfiS�N AND Cfl,�Ir�i�.Jltij: i' YL,yN AF:�: ` , � ; • CRITJC.�►L DRAIN:iGE ARF.AS(13.1-1) • This dr,elonrnerft lies within tt,� Springbreol: t'ree.�: Drainige Area. It is nct rnnsidered a Crivca! Area. 'ihe neqvircr.ee�ts for IIrnvi ceatml for Uie arc�:1ave bu.n appli�u Jus proj�and ha�r bec.i�ad}ecatd to. SECTI�i� �rIII UTH�:t� FER�iITS Perm►u�yuue�i��r:his project indudc� Pi2E-LOAD A.tiD Si�.DIhG PiR�iTi',i.ir,of Renion ' I vs-j+ro��J..R-''Kl:i��K"1�{tt DA47D EV.4�1S AtvD ASSOC[A'IES.I\C P�BL1C ST(�R4Gi'., Rcnton\�'A 11 CO:vCEPTt;A:. DR41\=_GE RFPORT � I �� - r�� . - . . � : . ' � . : i. - � '� .� ..f�§�...,..":'..�_...-. i-i;�. .s . •_ _. ,.., _,. y�.r�.�... 4.: ,.�.�..�-'--" '. _.__.R_ � �.__ ..,-"-- •- �. " � �� a � 1 � 3 e i � ? SFCTIOti I� : ��OSiON t1�'I? SEDIMENTA'Fit?i! C0�1'TFcOL DESIGIV Star.dard R�ti.�u►rrus(haced or 0..nKa �:mrual�vrd 54:11 ' ErosicnlSai�m�at Cont�!P1en st�U include ttte follouing: i. Facitide�ret�ttircxi;nc!tt�c.se�imentatiar!t-aps.and 61:er fabnc f•r�:.in�i�s s��siller asCas�1.2�-l; 2. Timine - For the penoc ;+etu�n �o��eni�:r 1 �uovgh t+arch I diZ:ubc� arcas gr�eat.r th�,^ ���►ex� s.0 left undisnutxxl for ^_o;e d�n �2 hou.-s muu be cmemd ��ith m�ich. sodd,•i�� or plastic am•eri�g. A coi��vu_r,ion ph:L,�ng pian shall bc prrnided to e►m:re th�t convol�n�L-es:�rc:r�::ill.:d prscr�o cicarinr_�uld grding(l.'_.�-!) (Scx 1�ote) 3. Qia�ru�g-Plan sl,atl lu-nit tribetan•cirinaec�o an ar:a�o be c!earcd and grad„1. Drline�z.dimr.nsioit�a1:c.end tlag ctc,uuig lim,�(12.5-I� !vct aFplica�lc. 4. Re�•egetation-R�.�►ege[;tte:uras�o b�ctesm.l,�c sccn a;pr.�ai.:ab!�,L�ier�a;Ln�. t I ?�-I) H:-dreseodi�i��:ill`s�; done , c�ia�Ft�q:uremaus,'�ased�n P-sv�z,f:l�tn Ur cnnt»:un1n'�':.�n.:. �nd,nr.c,;::l:.ag�v.!a.:�:;, , `one Dztaile�+calcutauens aztd:tdom�auna are nat�.r,'u3ed Ta a�•oid crosi�n_�.e..►rol m��ut�s�:i'.1 na:d to intludc piaxmcr.t uf��d:r.icm;r.�ps nhcre ninnff(ron�aai�isturbod.acas ��111 be t,asupo:ted to.I�[ertepuon ditci�es al�r.;;Lhe bbus o!:.il fiii;��ill bc ra�:nied Erosior.cunt:ol fen.:e=mll uz pl;,�� a[che drn�n�[rram rxiees oC�il c1:s:u:'tr�arc3s.«iUiout�[ch protecuon Tc��ipor;in�co�cr me.'isures s��:ill ti:pro.:rict'.tn aan�n:iz:the tran�past af sedimert to dc:ucus�f.�nl;ticc. Y,y�-os�i;q�oi tlic comp:i�von seil�Li:l e�dor.e I i � � _ _ �nr.�•.d:,s�-�.t�,��,N:� ��T D%�VID EVAtiS Atv�ASS(UCIATF.0 (ti'' !'�B�iC�TORA•:c. rZer�on �i A �' �'O`�CEP7['r�1 i�RAi�Ai;F RE�'ORT li , t � � � ' t. •.: . �� ""�" _.�.Y4.....��. ..__ ..9.. ......._ .. .. _..-..a�z .":SC^n`:.z._r_.G�.7�Vj.._..+.n.v�i`-.�fJ.�_:ww.�..+........�. _._...—""��.�..___'_"�.�.'�. rw.� . � 9 Y . ry . _ � � i � 3 � S�CTIUti X 50i�`D Q[1.�NTiT1�' ��'O�RhSHE�,'�' 'I�;e City�of Rert�n does not T��iite a hond quawn��tiori�F�t f�r ttus app��tion. SECTIO\ .l'I R�1:�►INTEiti.�10E AND (,PER.iTIO�'S 1tA11tJ�L '' 57':VtiDARD AS�.II�T�tiA.\CE Faci�ti��c�iilt�^_m;inC�incd by standards set forLh i�the Itii►�Cow�n�S�uf:x��t'atrr D�gn!�tanual. Thc deiertticn and ���trr c;ualiR pond«i!1 re tisiblc upon r��ual a�sc��atiaa ai:d.�ilt o?dt. reqmrc nUvnicn.m:c if scdlrncnt!�els build up t�mom d�:u:nco fest iu the bettorri of thc oonC.or if tl�e c.oeVo�s�:��t:ir:f:�r tt..ponQ s_olueec� !f cithcr cnncLu:m:c not� die p:,nd:ind conucl suurnir 1��11 t.:cleancd :tnd �ni�-cd b� qu.��iti:3d persrrei! tured ta prund�that sen�� Seai.-*►enes remrn•cx!irom the ro�d nill be trc�ted:u ger._:.il w:�ac p:oc:�.as.Jtd remrned�rom;he s�te to a loration��Fsre �hey can�yahiliz:a��ioui is;pacung�rro�md�nc wa+wrs. I SPECi�1L:iAt':TE\.►tiCF. �onc � s�:c�ri�` i� E:��F:i��Ic,�'TS .-\ti� QR-�l:':�GE RELE.-�SE CO�"!:1:�\`t'S ; E-�c�nens and drsinage^:Iras�anrrunu:ue nr:t reqr�;cxi .-[�-��:�:�ti-'.1.t.:��+y):t;r D:��.'3�E�%:.�5 APIU A�SUCI.�TES. 1�7C "(Y,LIC STOr aGF. Rcnio;l«�:1 ;; ('�>tiC'r-f'TL.�l. DR-�I\..�C;E: REPORT � -- �r � ' �1 ;Y�, ��� � •h � t �yy .+ � �+ �r� � q d � t� ~ a ; ` p„ � ' _ d `��� i3 ��'t��� � �'k.�f: �',�I;;;'�°, �<':�iE;"<i� �,e !';'. �'.�;tF.�;1 �; , ;a��:-,i;a 9�fi��y,.,,i�''l% . i,k�.4?w',1:i P��l^4rtt� f �� 3 ��, � � 4� � . } . i f �r+.r-�- 1 r. .... ..� { ' � V r - . �.�. . �� dk��, �ft �;t�, r � . . ---^ �_...�.....__..._._..__._.__... _. _,_ _._.. . ; � � t `� ... . .. _ .. `, �y�4� ,,.�t � ,.�a i�.i } . � �i ( � . . � . . . �', .,. � . -. -- �,. � ;0 .,.,�. ALn v t 1�•`�Ifi's'a7. -. f� ��. t � . .�.� . - ' . �-- � . � t5� ' . � t t ��w�=w ;� .. i i .�i ��. .� . . .�s.� � ' ': . , , . , .... . � 5 t.�,�� � � -.: � • , .. . . . . � � .. , .. � r h !" � �..T .. ��� i rv ` � i�.y^.� �t Y . ... � . . _ ... . . . . � . . . ' . . . . .. . . ._ '_i � � Vf�.7ti _ . ,.i,�l� id ,. .Y1�'.. .. ,. , . .. .. . . . ' �. . - � �. . . , :�i �F �� y '� '� Y ' �� �,���, II - � ' � ����- a� , - r f �' `� � �� ; _!� 1 r.= -- - _�,j.e.�.s `r_T �s�_,L'�,w��s�'n� .__. `-'> .��. � r 'x� .:�+ "_'.'- -� _�. _ . _� .��....� _ �i e.,.r�.�.,-�=.�-,^�� rT � i:t'`t • • � �"� ;:5�_%='��:. .._,_� _ _ ..'s� z�i,,; i 1 _r� - i- .\'; ,.0 � _ II� ''�'`'- __- .�� r�!' ��'F� •-I ,i '��.�r�.., . � ''s' - 1 _ _ � PRGJECT MF��iORArIDUM . - . : �AT�: .iu�25. 'l997 - TO: Administrator • FIRM: City of RenAn, Deaartrnent of Public�'Yorks FROM: Fritz Timm,Pc SUBJECT: LEVEL'! OFF�tTE Ah��YSIS FOR THE PUBLiC STORAGE FACILlTY, RENTON,WASHINGTQN ; ; JuB h0: DASC0002 � � COPIES. 1 � z i As a part o:the Site Plan Appro�al process tor thc Public Storagc Faci!in�, we hn�e performed an off-site analy�is foc st�rm drainage from the plat. This ana)��s��; meeu t;�e requi�ements of d.e Kine Count.� 1ti':;hingto�,Surtace \VZter Desita� �tanudl �51�'Dtit j. Sectian I.�?. The re�•i;ion dste of the SV4'D:�i is rlovember 1995_ Chis analysis metts !he rcquirements oE a l�vel 1 anal�•sis. The project l�es or appro?cimately d:t acres of land. �t lies;us. soutF:v►•est oi the i�tersectioz of S�` 39th Street and Lind .Avza�e SVV. The sit� lies w ithin :he Green Ri._r drainage basin. Se� the aitachri �'iciniry !4iap, Figure 1 The existing site is a tu�ly Faved Fati�in� iot '!-here is an eYisting undert3ound detention pipc: that�xrves th�parcel whici�also ha� sur�a�e detertion. 'TASK !: STITD�AREc DEFIIVTfION ri,1'�Ni�PS �igure 2 •.hov+� the existin; proper±}• ��ith boundan�and tcpographi� informaeian fur the area u i[h annotatioa ef che c�ow•nstreara sy�tem. 1� shows the s;.�-�em feund in the fic!d w•ith kec n�n:bers co:res�.+ending to the items listed�elo�� und�r t�k�.Des;riptio�. Figure 3 shews�pcnion of the.>oits Map from the �oil ��1n�e+ fur King C�unn Area, �'ashingter�. by USDA Soil Consenatio��Se��•i:e.No�ember 197?. i:�si�ificant area is�r;birtar� to the�lte_ T�SK 2: RE�Oi.�RCE REVIE�4' :he fc�tlo�ving�escurces+�ere revie«tcl for�+ential cr etistin�ti�od;n�or e:os;on problems: • The site fies.�ithin the Urban portion of the Springbrctk:.rer}: �asin. lt d��s not require storrrwa�er detention measu-Ps bt}�cnc thuse of che S«D`1. Tt;ere are no ident:fied pmble�:�s ��athin the basin pl..n��ithin one quarter�ile downsueam of cne suz. • !:ritical Dra�naie A;eas-The sitc dces n�t fall wit`t�h a cri•��al drainare area. • King Counry FEMA Fload Map-Tht site de�s not('aN w��+.E�thP Ilood plains as irapped tFiKure 4+. : • Fhatographs uare reaie�ti�ed from the Feuruary tS96 storm. s��r o,xcw�,z�r.�re�.�. -- . __ . � � � �i�r #� " r 'T � _ :r av- - „'�5 � �i „"/.�f�- r �"'YG.I ;pl�- '; �� 'S' 1 Y`< < t �- _ j _�.� .i�i 2''r y }.�- � 'y�,, �r .�f i�"�1 .'.''ix "� l �- - ^ . a��. � f . t, 2-- {. �Y� :?-� _ ��- _ _ .y'_ _ _ . ._ ..__�. '�.a s\Hlf��+-srra .,+f-.. r i�� t - _ Y�'� t{ _ -_� � 1 �JK •�h4'F�' `�f ih_._..'. _ 41� r'f � •_�Y' - . - • Th�clos�i cl�ssifiai strcam is Sprinebrook Creek. It is apprcximaxly 60�feet narthwest of the:te. Q :hcre arc no lr.ndslide and xis-reic halard areas. ' : • City of Renton, 5ur�ace Water [;t�lity staff we►�e conta�tecl about fiooding prohlems. The anty . tocatioa idrntifie�was dowristream ai SW 41st Streti and Lind P.venue SW. . ._ o 'i�!c,re was on� drai�age complaint regi:,-trred wi�h S`JVM i+s il�e �-icinity. �tor�e of the eomplaint� � affect this site. No other f5ooding or eros�an probier.zs were noted within one quarter mife downstr�am of t:ie site. . �'ASI�3: FIELD INSPECT[O� A feld inspectio� of the drainage s��stem for ene-qua�ter rnile downstream from the s'ste �vas . per►onn:d o^ Tuesday, lune 1�, !99�. The sky aas over^,.st. Zliere had been no heavy rain the previous day. Thc air temperature was approxim2te{y 70 degrees Fahrenneit. The svsten tound is described en�e:task 4. i T;�SK 4: DiLAI�lAG�SYSTEbi DF.SCRIP'TIC3N A.h"D P!�20BLE�3 SCREEh'IriG I ° Dercri��ioa -The descriFtion that follow•s is keyed to the ar.noations shcun on the Boundan and ` Topographic Sr.rvey, Figure 2. St:.tioning is appraximate. measured in feet, and represents the � distance alon¢the prope-t}�line. , l. Drainage leaves the propem• approximatc:ly 8(j f�.t east of t5e uecterh� entraiice off SW 39th f Street, zpproxiR►ateiy 280 feet east oF the northwest Frope�t� cornzr. Runor�uavels «esterl}• in � ar.esisting?4-incf C:xr�gat.d'vteta! Pipe(Cti•iP)_ � � 2. D�3ir.age also lea�•es tFe pru�ert} appcoximatel� i80 feet souih of the northeast prapem� cor�er. ! Ru^off trave[s easterl}•in an eYisting :2-inch Corrugated ti•teta! Pipe�C�1P}. iProblem Screening , ' Witt►deteation s.•siems on si�e meeting d�e�N�'Dvi.no s�;nificant adverse impactu to the do«r.sveam i sr�tem is anticipated due to u�is de�•elopment ?�o �endin� or other issues �:ill impact eti�-t�n� � stntctures. En large sto;ms. F.�ndin¢ in the parkin� lot is anticipa+.ed. �.�'ater bac�:ing up is no; a � problem da�to LeLh culvert capaciry and ava:la�fe head.T}:e�olume of the impoundmcnt area of�he � paricing lot is very!uge. 7�is u i;l tznd to but3er t4►e flo�vs from the existing basin. Probfems v�•iit nit ; be incr:ased b�:a.ust this deceloament raeets esisting S:�'D?v1 re�ula!ions. � TASE:S: MITIGA'fIOh No mitivati�n measurei are i;nessar� be�•and thosi• required b� t`,: S«'D14. T1�e propo,�d square • fc�tage of parking area subjcct to ei:}�«ater run�ff n i�l actua(ly br r�d-ucre�oti�er�+ha:is e:.isiing �,.,�:�.�_��..� � �� .�_ __ . � . . ' � ' � . y� , ... .. . _. � � . __ � _ I it y .,F �`�� — �;i �: `�T, .� .. � � . . , � . . f � 5 ,.rv � l�t �1�f y 1t.,, "'i�R''���1fLv.��`� ... .. �'. ;:. < v�j �� ��;rr"+i '4 �j' �i�'�';��. � � � � . '��s � �i y i jr�5 7 1 � � .. _. ._.... . . ......_... .__._..__. ... ._._,..__..�_.....'__—".,..._�_._.' . . ... . i � _ � S �• K�,�.: fI ti 1 j -__..._ _. _ _ . y;` + 5°`,t r`"� i;;. ` . � --... ... _,.;,_ . .,,�..�, .._�.�. _„ .t�.� .. 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'- '.-- . -� ':G`- 3 _ �";..��; r-. ,�.y —'—_'.—-_ _�._ _ . —' ' a,L�-- ���-� —'s.rcwrn.yrv��:+.'r:: I . . . 1 f r::) 6/17J97 8:43:1� am David Evans & Associates Inc - BeZlevue paqe 1 SAYBE/�UBLIC STOi2AGE - '� DEA # DASC-2 �;- ` � - � --_ -- _ --- - —_ ; `• t BASIN SUMMARY ;?� i = `� - � BASIi3 ID: P-WQ NAME: PROPOS�D WF►'_T=rR QUALITY SBUH 1�iETFiODQI.OGY :-�_� TOTAL AREA. . . . . . . : 4.00 Acres E3ASEFLOWS: O.OG cfs •:``<;=� RAINFALL TYPE. . . . : KC24HRc PERV It�P ':'"'�} P.t}sCIPZTATION. . . . : 0.67 inches AREA. _ : 0.87 Acres 3.13 Acres =� .�� '7'Ii� TZTTERVIiI�. . . . . i�.QO n?n CN. . . . . 8:.OC 98.�� =-��:� TC. . . . . 10.40 min �0.00 min x��. . ABSTR.ACTION COEFF: 0.2� _�ti�=-� ..._-_:.`' PEAK RATE: 0.38 cfs VOL: 0. 13 Ac-ft TIME: 480 min _ -- ; '�� _ � -:`�:: ::,�:µ. � � -._�, i �'�a. -�::�. , � _ ' � I � - � " 1 ' s - i � � - � - � i � � -�': • . � __ � '. �''��► � r+da� • ++�+� • a�....�..� . ���r..��'a���;� �a� � ��.�� .i.�wY.�. �..a�rrr• � �..�nr � w.�wr�� r ��. .. � C x ������� ������` ���a t � @� ' � � 1 �.�...� . � EXM�TINC CONC. SID(1NALK p � ... `�`� �---���`� �} � � � ; ; _ � . : �.�� :....:;:;.�... U�N�SCAf'E �A�EA�:. �:�.�.��1.���C1UIY_��E�SEIo�..NT� � � I � � I '.�./V.'�r'�I,V',Y.J�'i' � w .�a r �'�'.�.T.•. .�.`.r'.�.�.�. . ... .�...T .-'^•��w.. . .....:. .� .1.�`ti.. . '... . I .. � .. .. . .. . . . .. . . . ..�` � � . . . .` ` \ i ' � . . . . � � � .� � � r � �y r � � � ... r � r � \ \\\\ ''' . ' � � ' .� ���. w..�.�+.���• \\\ . l . . � ' ' � : `i ' .. . .... � �Q �\\\ `\ . � ' �I 1 � . I 1 `6 • �I ---- � ��`� ..l' . ; � ! � �� . r � il � � I r � � ��„ I I • I � \� �1 1 1 N ; .`�i I I ' �� _ _ ._ —. _ - - - - - - - - - - - - - - - -- - 1 i .� � � ._. _.,. �a N . �-` -Q o - - - - - - - ` ( � � � � ( ` �. � � ( � � � ` � � (. r~ . .Q . r �� . � � I �] , � �M _r I = I ..�.I I. _ � � �� � � � � ' . I � I � � . — —�-1 a V � I ' � . '.:< I � 1 � � �� � � � , , � � � �;. � l0 / -r u, i � � � m � � N �-- - -- - - - - -- - -- - - -, f./� � - ` Id J ,: ':`,: : i � ' �,�y `'` ' � � � � � r--- � i • r,.., � ;:,;.,;,;:: 1 � r,r� � I `�;i';r 1 � I � , ! �j�� I I -; �'y;:}`''' � , r� ,�4���r,�:.1;{7� � � .� .� ( ��� I �./ � I ��. ��4k!�'`il',i:�Y � � � � � � � � � �) �'alt��.6 r�:�'f � � � � � �� � ,I � „;;h�n�'��: � � � . ! � � � '.� ' � :s'Lr�.(��. � -'` I 1 I �y f ' � ��1M1r���.��'�i � � Z � �� I .Z :-Tr;;;''•ti`t ,� ',,, ti;�'�;'�, � J:,�r f i' i � I _ . � �'� �S ��...d+ � ( �',,� ��iy L.�. _ . .'t i� . . . ,�p.� �;� � � .�� �� .,'T'-.rrt ..,'Y.,;�I i � ,T ', � ��� � E�� M' h�, !: `i y, � }�}yy� .r .;,� . � Y �f�� y �� � r t� .,�,�, �f > � i � t A'��l(1 I �� �,ti,�,, , . . .. ..�,�, �.,��. ti -_,:.•, ry�..�, rl�4.i��1!�:w K taSy Other Permits A Stormwater Facility Summary Sheet is not applicable to this project The Site Improvement Bond Quantity Worksheet will be prepared with final engineering plans. CSWPP Analvsis and Desiqn The Temporary Erosion and Sedimentation Control (TESC) Plan is shown on sheet C1.06 of the PSBC plan set The TESC Plan was developed in accordance with criteria in Section 1.2.5 and Appendix D of the 2005 KCSWDM. The soils and hydrology of the proposed project site are described in Section 4.0. Erosion and sediment controls will be provided to prevent, to the maximum extent possible, the transport of sediment from the project site to downstream drainage facilities and adjacent properties. The proposed erosion and sedimentation control measures include sediment filters at the existing catch basins near the construction areas, filter fence to the south of the proposed additional parking stalls on the Renton East site, and dust control. Bond Quantities, Facilitv Summaries and Declaration of Covenant The Site Improvement Bond Quantity Worksheet will be prepared with final engineering plans. Maintenance and Oaerations Manual Maintenance and operation of the detention and water quality pond and drainage facilities will be maintained as outlined in the "Public Storage Pick-up & Delivery Conceptual Drainage Report" prepared by David Evans and Associates, Inc. in June 1997. A copy of this report has been attached in Section 6.0 of this report 11esm81engrlesm-jobs1764100210081documentltir-stormreportdoc