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HomeMy WebLinkAbout03340 - Technical Information Report - Downstream Analysis�- - � , Sh Creek Develo ment y a City of Renton �rJ��� ��� Level 1 Downstream Analysis Prepared for Conner Homes Triad )ob No. 03-185 .. ._ . �� �•� � � I Shy Creek - Level 1 Downstream Analysis Shy Creek LEVEL 1 DOWNSTREAM ANALYSIS King County, Washington City of Renton Prepared for: Conner Homes 846 108t" Avenue NE Bellevue, Washington 98004 � Issued January 12, 2006 Revised September 19, 2006 G�oFL W Sy�p Prepared By: ,�~�w f��d Kristen Anderson, E.I.T. � ' � z ' �� p� � a,6a3 O ��v� Reviewed By: � E�ISTER�',c,� Michael A. Moody, P.E. ssto�;aL �r EXP;RES: 3119108 c� � �q ,.,,���c� September 19, 2006 Job#03-185 � T s.RIAD � Shy Creek - Level 1 Downstream Analysis Table of Contents 1 Task 1 Study Area Definition and Maps ...................................................... 1-1 1.1 Introduction...................................................................................................................... 1-1 1.2 Study Area........................................................................................................................ 9-2 2 Task 2: Resource Review ............................................................................. 2-1 2.1 Sensitive Areas Folio...................................................................................................... 2-9 2.2 King County Basin Reconnaissance Program............................................................. 2-1 2.3 Soi/s Survey for the King County Area......................................................................... 2-1 2.4 King County Community Planning Area....................................................................... 2-2 2.5 Geotechnical lnvestigation............................................................................................. 2-2 2.6 Federa!Emergency Management Agency(FEMA)....................................................... 2-2 2.7 King County Wetland Inventory..................................................................................... 2-2 3 Task 3 & 4 Field Inspection & Drainage System......................................... 3-1 Description and Problem Descriptions .............................................................. 3-1 3.1 Existing Site Conditions....................................................................................................... 3-1 3.1 Onsite Drainage............................................................................................................... 3-1 3.2 Upstream Basin............................................................................................................... 3-1 3.3 Downstream Drainage Description.................................................................... ............ 3-4 3.4 Downstream Drainage Problems................................................................................... 3-4 I 4 Task 5: Mitigation of Existing or Potential Problems.................................4-1 I 4.1 Drainage Concept.......................................... ..................................................................4-1 4.2 Specific Problem Mitigation........................................................................................... 4-1 Appendix..................................................................................................................A List of Fiqures Section 1 TlR Worksheet Section 2 Sensitive Areas Maps U.S. SCS Soils Map Soifs Survey Legend King County Communtiy Planning Areas , Newcastle Area Zoning Map , King County Drainage Basrns Map ' King County Parcel Viewer Map King Counry iMap 1 Mile Radius Aenal Photo FEMA 100-year Floodplain Map Table 3.2.28(1998 KCSWDMJ , Section 3 ' KCRTS Documentation—Upstream Basin Analysrs ! Upstream Tributary Exhibit North Onsite Existing Conditions Exhibit South Onsite Exisfing Conditions Exhibif Shy Creek Downstream path iMAP KC WLRD Complaint Search List , Complaint Map , KC WLRD Complaints Received Topozone Topographrc Exhibit Section 4 OH-Site Analysis Drainage System Table Developed Conditions Exhibit September 19, 2006 Job#03-185 /TRIr�D .-s� ,�:-� I� Shy Creek - Level 1 Downstream Analysis 1 Task 1 Study Area Definition and Maps ', 1.� Introduction I The project proposes to create 61 single-family lots including open space, recreation and detention tracts on a 16.14 acre property. The site is bounded north-south by NE 2"d Street (a.k.a. SE 132nd Street) and SE 2"d Street (a.k.a. SE 136th Street), and east-west by 142"a Avenue SE and 144`h Avenue SE (a.k.a. Jericho Avenue). In general, the site lies within Section 15, Tov�Tnship 23 North, Range 5 East, W.M., King County, Washington. The location of this site is within the recently annexed portion of the City of Renton. The Vicinity Map below sho���s the general location of the site. This Level 1 Downstream Analysis describes drainage to and from the site per Tasks 1-5 (Page 2-10 through 2-13) of the 1998 King County Surface Water Design Manual (KCSWDM). � � ' � '; .... _ _i ,.------ S: . ,� -_- __ .;i � ' _�I i �j--�-�-� � ` �-i i I , ___� �j , .�. ¢r � , �- - _=�,�-� - �� — — �, . � r� �—ao5 5 �� T' ! ' �_ :.: _� I � !_.. ., _.. _ ._- ._ .�_.._. 1 ___--_ I_ ` '_"'__ � �I - � ..__._'____ '"_—__.. - ___ ' ; i I i . I I __— ' �/7�E--� " � '-i �� � ---- � �� � i ;� i 1 '�, i �_ i � �y .,7 'i ; i� — �� ,� _ 1_�, �T -,-r\,.� --�` — � _ >i `1 �-� �� $� � '(i I� sf i ¢i 4� _ .j-� ,�� \ ' . ,$� �Q �`�i _ �� � � L ,L' � '� �� ,— �� �� I �� �2 :'¢ .� � A_– ' � . --� '�� ' � � h W : � ' 3�n i s�r sE - ' � 1 f '�{` _i__ ' � _- -�- -- - : � ; _ ' i '�.i ' '. — .',c - ' � .r�;u' . _�i., •.47r-. �_ . iv=�.i �__ . .__ ., .,- , . •—, ! ,,.. ,. I . ,. - ' ,._ --- :-, : . „ _. , , .. �.,;.. j _�:._ . , � , __.�—� . . '� ' j I �J ; . .... �. _ ___....__..� . ;-- _...---- � �, , _ ., ! � � i Ist_., _ —,_,� ; �= ; r \ : ,: — — ; , — _ ,_ � ,,, �� � . . + ; ; . N - 1 r i -- , .: I � r I .. ..-- i � - - � - � ;�`" ( i � , Vicinity Map ,\'ot to Scale ; October 25, 2005 Page 1-1 Job#03-185 /TR�D ' .�s,�„-�_ � ,��—�'" � Shy Creek - Level 1 Downstream Analysis A downstream site visit was performed on August 24, 2005, to observe the upstream and downstream drainage conditions. The follo«in� analysis is based on this site visit aild related research of available records. �.2 Study Area The study area, per Tasks 1 & ? (Detinition, I�-1aps and Resource Re�-iew), ���ill extend up to 1 mile downstream of the site. A one mile radius from the site is shown on the King County iMAP (printed 6/16/OS) available at the end of this section. The general shape and corresponing parcel numbers can be viewed on the King County Parcel Viewer Map located at the end of this section. The site is nearly rectangular in shape, excluding an inegular shape in the northeast corner containing parcels 0847100105, 0847100106, and 0847100107. The proposed site includes three separate parcels: 0847104108, 0847 1 00 1 1 5, and 0847100140. The upstream offsite basin is approximately 252 acres composed of areas that are east and north of the site. As required, the upstream limit goes far enough to preclude any backwater effects from this project. Onsite runoff that is north of the creek flows southwest as evideiit by the site's topography. The south half of the site contains some runoff that flows to the west and some runoff that flows to the east. All onsite runoff sheet flo���s to the onsite creek and is released to the natural drainage path commonly called Maplewood Creek that leads to the Cedar River. Please see the aerial photo at the end of this section. The do�;�nstream offsite analysis extends to the Maple��-ood Creek beyond 148`h Avenue SE and SE 142"d St. Per Tasks 3, 4, and 5, the do��-nstream study area is only required to extend to the quarter-mile point located within the Maple���ood Creek (as shown on the North and South Onsite Existif�g Conditions Exhibits (available at the end of section 2) or a location ��-here the project site area is less than l�°/o of total tributary drainage area to the quarter-mile point. October 25, 2005 Page 1-2 Job#03-185 � TRIAD � King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER Part 2 PROJECT LOCATION AND PROJECT ENGINEER AND DESCRIPTION Project Owner: Project Name: Shy Creek Conner Homes Companv Location: Address: Township: 23 N 846-108th Ave NE Range: 5 E Suite 202 Section: 15 Bellevue. WA 98004 Phone: (425) 455-9280 Project Engineer: Micheal A. MoodV, P.E. Company: Triad Associates Address/Phone: L425) 821-8448 Part 3 TYPE OF PERMIT Part 4 OTHER REVIEWS AND PERMITS APPLICATION x Subdivison ❑ DFW HPA _i Shoreline Management ❑ Short Subdivision ❑ COE 404 ❑ Rockery '` Grading ❑ DOE Dam Safety ❑ Structural Vaults ❑ Commercial � FEMA Floodplain ❑ Other ❑ Other x COE Wetlands Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community: Iti'ewcastle Drainage Basin: Lower Cedar River River Sub-basin of Cedar River Sub-basin Part 6 SITE CHARACTERISTICS _ River � Floodplain x Wetlands x Stream � Seeps/Springs ❑ Critical Stream Reach ❑ High Groundwater Table ❑ Depressions/Swales C Groundwater Recharge ❑ Lake � Other I Steep Slopes Part 7 SOILS Soil Type Slopes Erosion Potential Erosive Velcoties AqC 2-15% ❑ Additional Sheets Attached 'I Part 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT ❑ Ch. 4— Downstream Analysis ❑ I ❑ II ❑ C r- � Additional Sheets Attached Part 9 ESC REQUIREMENTS I MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION '(, Sedimentation Facilities x Stabilize Exposed Surface 'x Stabilized Construction Entrance x Remove and Restore Temporary ESC Facilities x Perimeter Runoff Control x Clean and Remove All Silt and Debris x Clearing and Graing Restrictions x Ensure Operation of Permanent Facilities x Cover Practices 'x Flag Limits of SAO and open space x Construction Sequence preservation areas ' ❑ Other x Other Pa�t 10 SURFACE WATER SYSTEM � Grass Lined �J Tank � Infiitration Method of Analysis Channel — KCRTS Leve!2 ❑ Vault � Depression x Pipe System Compensation/Mitigation ❑ Energy ❑ Flow Dispersal of Eliminated Site � Open Channel Dissapator Storage ❑ Waiver r Dry Pond i�� Wetland C Regional x Wet Pond ❑ Stream Detention Brief Description of System Operation: Leve!2 KCRTS detention pond wrth basic water quality wetpond. Facility Related Site Limitations Reference Facility Limitation Part 11 STRUCTURAL ANALYSIS Part 12 EASEMENTS/TRACTS ❑ Cast in Place Vault x Drainage Easement , ❑ Retaining Wall C' Access Easement � Rockery > 4' High � Native Growth Protection Easement '`i Structural on Steep Slope x Tract ❑ Other ❑ Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. `f � �a l�c���; Signed/Date Shy Creek - Level 1 Downstream Analysis 2 Task 2: Resource Review Available maps and resources included for the follo«�ing Resource Revie��� are: Sensitive Areas Folio Lower Cedar River Basin Map King County Basin Reconnaissance Program King County Soils Survey King County Community Planning Areas (I�1ay 1985) Geotechnical Investigation FEMA 100-year Floodplain Map (September 1?, 1978) King County Wetlands Inventory Drainage Complaints on file at King County Records Division Other Offsite Analysis Reports (more specifically, Sienna Level 1 Do���nstream Anal�sis- dated 8/1'?001 and Shamrock Le��el l Do��-nstreain Analvsis-dated 5/26/2004. 2.1 Sensitive Areas Folio Maps from the King County Sensitive Areas Folio (December 1990) sho�v that the� site is not in a sensitive area with regard to seismic hazards, coal mine hazards, erosion hazards, wetlands or 100-year floodplains. However, the 100-year floodplain for the onsite stream has been modeled using HEC-RAS by Montgomery Water Group. Please see the included report (dated Januar�� 11, 2006) at the end of Section 4. The stream currently does not contain salmonid. 2.2 King County Basin Reconnaissance Program According to the King County Basin Reconnaissance Program Summary (Vol. 2), the site is located within the Lo���er Cedar River Sub-basin of the Cedar River Draina�e Basin (see King County Drainage Basins��lap located at the end of this section). 2.3 Soi/s Survey for the King County Area According to the King County Soils Survey Map and Legend available at the end of this section, the majority of the site is underlain «-ith Alden��ood soils (AgC). Table 3.2.2.B (See September 19, 2006 Page?-1 Job No. 03-185 /TRI� ,���,,, �� Shy Creek - Level 1 Downstream Analysis end of Section 2) of the 1998 KCSWDM classifies this type of soil in the SCS H}Tdrologic Soil Group C. 2.4 King County Community Planning Area The site is located within the Newcastle Community Planning Area as shown on the delineation of King County Community Planning Areas. 2.5 Geotechnicallnvestigation No Gcotechnical investigations have been completed at this time. 2.6 Federal Emergency Management Agency (FEMA) According to the FEMA Map #�30071 0350 A (dated September 29, 1978) the site is not located within a 100-year floodplain. However, a 100-year floodplain for the onsite stream has been delineated b} i�'Iontgomery `'�%ater Group and is included at the end of Section 4 of this report. 2.7 King County Wetland lnventory Accordin� to the King County V�'etlands Inventory Maps there are no ���etlands located onsite. 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'l Map Unit Legend King County Area,Washington Map Map unit name symbol Ag6 Alderwood graveily sandy loam,0 to 6 percent slopes AgC Alderwood gravelly sandy loam,6 to 15 percent slopes AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes AkF Alderwood and Kitsap soils,very steep AmB Arents,Alderwood material,4 to 6 percent slopes AmC Arents,Alderwood material,6 to 15 percent slopes An Arents,Everett materiai BeC Beausite gravelly sandy loam,6 to 15 percent slopes BeD Beausite gravelly sandy loam,15 to 30 percent slopes BeF Beausite graveily sandy loam,40 to 75 percent s!opes Bh Bellingham silt loam Br Briscot silt loam Bu Buckley silt loam Cb Coastal beaches Ea Earimont silt ioam Ev8 Everett gravelly sandy loam,0 to 5 percent s!opes EvC Everett gravelly sandy loam,5 to 15 percent slopes EvD Everett gravelly sandy loam, 15 to 30 percent siopes EwC Everett-Alderwood gravelly sandy loams,6 to 15 percent slopes inA Indianola loamy fine sand,0 to 4 percent slopes InC Indianofa loamy fine sand,4 to 15 percent slopes InD Indianola loamy fine sand, 15 to 30 percent s'opes .tpB Kitsap sitt loam,2 to 8 percent slopes KpC Kitsap silt loam,8 to 15 percent slopes KpD Kitsap silt loam, 15 to 30 percent slopes PAa Mixed alluvial land NeC Neilton very gravelly loamy sand,2 to 15 percent slopes Ng Newberg silt loam Nk Nooksack silt loam No Norma sandy loam Or Orcas peat Os Oridia silt loam OvC Ovall gravelly loam,0 to 15 percent slopes OvD Ovafl gravelly loam, 15 to 25 percent slopes OvF Ovall graveily loam,4�to 75 percent slopes Pc Piichuck loamy fine sand PITS Pits Pk Pilchuck flne sandy loam Pu Puget silty clay loam Py Puyallup fine sandy loam RaC Ragnar fine sandy loam,6 to 15 percent slopes RaD Ragnar fine sandy loam, 15 to 25 percent slopes RdC Ragnar-Indianola association,sloping RdE Ragnar-Indianola association,moderately steep Re Renton siit loam Rh Riverwash Sh Sammamish silt loam Sk Seattle muck 5m Shalcar muck US�/� Natural Resources Tabular Data Version: 1 = Conservation ServlCe Tabular Data Version Date:09l21/2004 Page 1 oi 2 Map Unit Legend King C�unty Area,Washington Map PAap unit name symbol Sn Si silt loam So Snohomish silt loam Sr Snohomish silt loam,thick surtace variant Su Sultan siit loam Tu Tukwila muck Ur Urban land W Water Wo Woodinville silt loam USDA Natural Resources Tabular Data Version: t - Conser��ation Service Tabular Data�'nrs on Date 09!2172004 Page 2 of 2 i l�;i��� Cuuilt��: 1'arc�l � i:����er map fr<i►ne Pagc; l of I � n��a�c ro R{r: ` Ic .„,-,��r> r7a7a�,� �+; rra S�i: � iS2v�:;�217 1523+[?.''i42t t523{?Ei4UES 15Y.�4�'i'rt C t71C(iL�t IS !i� :tk� z 14. filf!}�2U 15-a4ii9�' $ ���,_,1{' ry$,1�`i �' N '-r C� Y1(Xi(34- LLj •44A`. — 3E 132F1D 3T • Z N E.2N D_3T �92 ' 692 (X: 3U 692 ?0 ' '(?Pi117UU1(i5 Tt ' S0 fi�12 C )ti:i";. 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( - z t �c.: y r�&s�` � f s ' c.' 1�:.64 �. �v. ..:;� j��{ ',:i f� . 4 y�" F � i .�-.: �.� S �-��''� � f , :� ' , ` ' SF-1 Par�Rt�'. ��L�'U.'isiCm.pCbun?y ' � i;. � ' ' ,�. . . . . . -.. . � . _. . , 0��-- _ �JI:iK I :i -:3��� Legend _., �!i� B;�i1, ;:�„-. - bJffata=l c•�fk±cG:r.l .._.-z_. �'�"] ih.:nr�:i�:r.r�,tiic^s J:k�P �'zitl_ ;,.� �� Coun?y [�cundary P�rsa}c ,�. - l,yLftD Cr�n r_p� 'o�n,: ,ar<, � `-el= - - , ,�;. ,,.:�i:�. ?t��:i he informaticn ircluded on this map has b�en cocipiled b;,K'ng Counly sl2ff f�om a variefy of sourrE�����is scliject to change wilhout notice. King County makes no representalions o�warranties,express or implied,as lo accuracy,comple�eness,timeliress,cr riyhts to the use o(such information. 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I 3 �'� : � ; ,•�� , T �� n - s t. � �; q�� , �� � � •�� � � �� /� / � • • � �• . • � r � � � � �, • � � i �i � �ii • � • � i � -- - -- -- — — -- II 7nis map is tor Flood inwrar,ce puroous on�y; it dces no� n�ces- - -- ---i---- --- j�--" �i---- �,� ,�---- -- -- "--� -- - - �AT��K�� f���� �N$�RAH�E PR��iR�M i earilY show all areas subject to flood�ng in the community or _ 1 <-; -� I �II p4animetric features outside special Flood hazard areas. e � � - \ � i For adjoining map panels, see separately printed Index To Map ___f qpo �-J I' ' � i -- , � � � I ` _-_ - Panels. )�,-_, � � - Il _ U_ � } �1 . �� .r i •�:� �,✓�-1: ��;t +$'2 For description of Elevation Reference Marks,see panel 530071 � � r` �, `��� �,��A �-_� _-_'�f� 1`�'� � � r . �'i , ` Z , FLOOD INSURANCE RATE MAP '' � r ��,�. r�-� p...d_— — - - — �� Coaltield � I -��---- , _— INITIAL IDENTIFICATION I �I ;:; �� � ���, � '� � O�o � �\ �' �, � p -� � _--� � �_RFNTON ,,- � - KING CUUNTY � JANUARY 17,7975 � •y = � � =,,_ �i-- ` .. --- f ,. I; 4r— =-'�I _ - --- - .---- h� _ ._p. __ _r ��__ _ _____ ___- --�_ , I, _ - � WASHINGTON � CONVERSION TO REGULAR PROGRAM I � � � �� � �� ` I — � —,__ � ; d, � � (UNINCOftPORATED AREAS SEPTEMBER 29, 1978 � � ��-��� _�- '' i I� ZONE A �'�� -�_-_-�- ,. � '- � I�� E �� �: \ � . If + ,' ------ / `� 'yI � l�, r(�" � '' I' � �-�---� ..._� Ii J n � 1\' 1{�- I �_�,�-.__ I �i II �' � I i � � \'�_"� � �;�. '�-_= N � w = ; COMt�I1NITY•PANEL NUMBER 'i —_- '' � � ; ' � 530071 0350 A '� I', _ ;, � I ZONE C �, �2 2 KCRTS/RLTIOFF FILES METHC)D—GF:�`EA.�77:�''G TIAIE SERIES TABLE3.2.2.f3 EQUIVALENCE BETVI'EEN SCS SUIL TYPES AND KCRTS SOIL'I'YPES SCS Soil Type SCS KCRTS Soii Notes Hydrologic Group Soil Group .S Alderwood (Ag6, AgC, AgDj C Till Arents, Alderwood Material (AmB, AmCI C Till Arents, Everett Material An) B Outwash 1 Beausite BeC, BeD, BeF) C Till 2 Bellingham (Bh) D Till 3 Briscot (Sr) Q Till 3 Buckley (Bu) D Till 4 Earlmont Ea) D Till 3 Edgewick (Ed) C Till 3 Everett (EvB, EvC, EvD, EwC A/B Outwash 1 Indianola (InC, InA, InD) A Outwash 1 I Kitsap (KpB, KpC, KpD) C Till Klaus (KsC) C Outwash 1 Neilton NeC) A Outwash 1 Newberg (Ng) B Till 3 Nooksack (Nk} C Till 3 Norrna (No) D Till 3 Orcas (Or) D Wetland Oridia Os) D Till 3 Ovall (OvC, OvD, OvF) C Till 2 Pilchuck (Pc) C Till 3 Puget (Pu D Till 3 Puyallu Py) B Till 3 Ragnar RaC, RaD, RaC, RaE) B Out�vash 1 Renion (Re) D Till 3 Salal Sa) C Till 3 Sammamish (Sh) D Till 3 Seattle Sk) D Wetland Shalcar Sm1 D Till 3 Si (Sn) C Till 3 Snohomish So, Sr) D Till 3 Sultan Su C Till 3 Tukwila Tu D Till 3 Woodinvilie Wo) D Till 3 Notes: 1. Where ouiwash soils are saturated or underlain at shallow tlepth (<5 feet) Liy glacial till, they should be treated as till soils. 2. These are bedrock soils, bui calibration of HSPF by King County DNRP shows hedreck soils to have similar hydrologic response to till soils. 3. These are alluvial soils, some of which are underlain by glacial till or have a seasnnally high water table. In the absence oi detailed study, these soils should be treated as tili soils. 4. Buckley soils are formed on the low-permeability Osceola mudflow�. Hydrologic response is assumed to be similar to that of fill soils. 2005 Surface�Vater Design!�9anual 1:24i?005 i-?� 1 Shy Creek - Level 1 Downstream Analysis 3 Task 3 & 4 Field Inspection & Drainage System Description and Problem Descriptions The following analysis is based on the August 24, 2005 site visit and related research of available recards. Refer to the Upstream Ti•ibutary Exhibit located at the end of this section to aid in the following summary of the upstream drainage system. 3.1 Existing Site Conditions Refer to the North and South Of�site Existing Conditions Exhibits located at the end of this ' section to aid in the following description. Per survey data, the highest onsite elevation is 412 feet in northeast corner. Slopes are generally 1-3°/o but reach a maximum of 11% near the west property line in the middle of the site and 1�% at the south���est corner of the site. Most of the site is fenced around the outside. There are two asphalt driveways off 144th Avenue SE that lead to existing houses, barns and sheds on the south half of the site. The site contains trees along the eateriar edges. The central portion of the site is pastured. Survey data showrs some deciduous and evergreen trees clustered along parts of the stream bank. Few trees exist on the northern edge of the site. Historical aerial photos (1936) sho��v this site as partially forested. 3.1 Onsite Drainage All onsite drainage flo��s is within one drainage basin for the entire site. Runoff on the north side of the site sheet flo���s to southeast and into the stream. This flo�v is visually depicted on the]��orth Onsite Existing Conditions Exhibit. The drainage on the south side of the site sheet flows to the stream as seen on the South Onsite Existing Conditions Exhibit. Southern onsite runoff flov�rs �;�est entering the stream near the do��-nstream end. The ditch along 144 Avenue SE does not collect runoff from this site. The ditch along 142nd collects onsite runoff from Nlaplewood Creek running through the site. 3.2 Upstream Basin The site receives significant offsite runoff from an approximately 184.� acre upstream basin. The upstream basin is to the north and east of the site with runoff entering the site at the east boundary, Jericho Avenue SE, where the onsite stream begins. All of Jericho Avenue SE September 19, 2006 � Page 3-1 Job No. 03-185 /'r�D �� , .,E� i , . Shy Creek - Level 1 Downstream Analysis roadvvay to the south of the onsite creek bypasses the onsite portion of the stream. The runoff flows to the south and then west along SE 2"d Place through ditches and tighline systems. At Hoquiam Avenue SE, the flow joins Maplewood Creek at the same location as the onsite stream. Roadway drainage north of the creek entrance is assimilated into the onsite stream system. A roadside drainage ditch along Hoquiam Avenue SE joins the onsite creek. The joined system parallels the road and is released at Maplewood Creek. An �'pstream Tr�ibutary Exhibit is available at the end of this section. The Floodplain Analysis, dated August 31, 2006 by Montgomery Water Group and supplemented by the Compensatary Storage Calculation Memorandum, dated September 15 used an upstream tributary flo«� to the onsite stream of 81 cfs in the 100-year condition. These flows were calculated using KCRTS and is described below. The Shamrock Level 1 Do���nstream Analj�sis is available in the Appendix for further revie���. The U�strea�7z Ti�ibutarv E.xhibit, located at the end of this section, illustrates the 184.5 acres of upstream area included in the analysis. Conservative land use assumptions were used in the analysis of the upstream basin as part of the Shamrock report. The only change to this analysis is the kno���n release rates from the recently built Sienna project located approximately 600 feet northeast of the site. The Sienna project is a 1�.94 acre subdivision with a storm�vater management facility. Since the release rates from this project are kno��-n, the 15.94 acres �vas removed from the KCRTS analysis. The 100-year release rates from the Sienna project were then added to the calculated flo���s. A summary of the upstream basin analysis is as follo���s: Upstream North: 136.47 acres Impervious Lots, Roads, etc. 29.89 acres `�'etlands 4.81 acres Pervious Forest �9.9? acres Pasture 9.76 acres Grass, Plantcrs ctc. 32.09 acres September 19, 2006 Page 3-� Job No. 03-185 /TRIAD �� , _, Shy Creek - Level 1 Downstream Analysis I Upstream East: 32.10 acres Impervious Lots, Roads, etc. 8.06 acres Pervious , Forest 16.83 acres � Grass, Planter etc. 7.21 acres ' Sienna (portion of Upstream East): 15.94 acres ��! Impervious ' Lots, Roads, etc. 9.�8 acres ' Pervious ��� Grass, Planters, etc. 6.36 acres Total Upstream Tributary Area 184.51 acres The peak analysis, with 15 minute time steps, for the upstream tributary area (excluding Sienna) is shown below: Flow Frequency Analysis Time Series File:Shy Creek upstream.tsf � Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flow Frequency Analysis------- =1ow Rate Rank Time of Peak - - Peaks - - Rank Return Prob ' (CFS) (CrS) Period I 21.79 6 2/09/O1 12:30 72.74 1 100.00 0.990 i 15.30 7 1/05/02 15:00 97.08 2 25.00 0. 960 47. 08 2 12/08/02 17:15 28. 10 3 10.00 0. 900 14 .56 8 8/23/09 i4 :30 25. 91 4 5.00 0. 800 28. 10 3 11/1�/09 5:��0 23.09 5 3.00 0. 667 23.04 5 10/27/OS �0:45 21.79 6 2.00 0.500 25. 91 4 10/25/06 22:95 15.30 7 1.30 0.23� 72.74 1 1/09/08 6:3C 19 .56 8 1. 10 0.091 Computed Peaks 69 . 19 50.00 0. 980 The follovving is an excerpt from the Shamrock Level 1 Downstream Analysis (included in the Appendix): "A�z additio»al �.81 cfs fi�om the 100��eur oz�tflotii� of the detention pond frorn the Crti� of Kc�ritoj7 approved project of Sienna tivas added at CB 4... " September 19, 2006 /TRI� Page 3-3 Job No. 03-185 �_`��>r_s Shy Creek - Level 1 Downstream Analysis Therefore, the follov��ing is the calculated 100-year flow tributary to the onsite stream inlet: Onsite Stream Tributarv Flow Calculation: Upstream Tributary Area (excluding Sienna) 100-year flow rate 72.74 cfs Sienna 100^year release rate 7.81 cfs Total Upstream Tributary Flo��� 80.55 cfs 3.3 Downstream Drainage Description Upstream tightlined flo��� is joined by a west���ard-flowing culvert underneath 144th Avenue SE and continues through the site to the west and then south as an open channel. Onsite flows are incorporated into the stream. The stream enters a 42" culvert which flo���s to the south and under the intersection of SE 136th Street and 142nd Avenue SE, exiting on the south side of SE 136th Street into Maplewood Creek. Maplewood Creek meanders south and west as shov�Tn on the Topozone Topographic Exhibit until reaching the outfall into Cedar River approximately 1.3 miles do���nstream of the site. At the time of the site visit the Maple«�ood Creek swale was dry. At the 42-inch culvert the creek is a broad swale (approximately 20 feet ��Jide and ten feet deep). The s���ale's �vidth and depth increase as it nears the Cedar River. Maple���ood Creek is mare accurately described as a ravine as the drainage path travels south. 3.4 Downstream Drainage Problems A map and list of drainage complaints registered with King County Water and Land Resources is included at the end of this section. None of the drainage complaints were ���ithin 1 mile do���nstream of the site. Complaint (1) is regarding increased runoff or flooding at residence(s) from upstream diversion or development. Complaint (2) is regarding a flooded yard and water that is blocked by the road, Jones Place SE that acts as a berm instead of allo��-ing drainage to flow underneath through a culvert. This residence is not do��-nstream of the site. Complaints (3), (4) and (�) are from citizens who ��-ere concerned about potential flooding from a future development and changing conditions upstream of their residence. Complaint (6) is from basement flooding at the Cedar River. Complaint (7) is over one mile , September 19, 2006 Page 3-4 , Job No. 03-185 �TR�� ��� �._ �„�s Shy Creek - Level 1 Downstream Analysis away and outside of our analysis limits. Complaint (8) is regarding a damaged culvert blocked by debris and the possible future overflo�v and flooding of a nearby residence. Complaint (10) is regarding basement flooding and is not downstream of the site. Complaint (12) is regarding runoff in a yard created by a sub-standard driveway. It is also not downstream of our site. Complaints (13) and (14) are regarding excessive runoff and flooding believed to begin at the nearby Martin Luther King Church. It is not downstream of the site. Complaint (1�) is regarding a pond that was partially blocked and has since been maintained. This pond is indirectly upstream of the site. Complaint (16) is from flooding on 149th Place SE from pond overflo��- exiting the emergency overflow spillway. This area is also not downstream of our site. After investigation, there are no expected adverse impacts to the areas mentioned in these complaints. The downstream complaints discussed in this section ���ere all located within 1 mile of our site. Ho��vever, they are not loc.ated directly do�vnstream of our site, and are therefore not further aggravated by the proposed development. September 19, 2006 /TRIAD Page 3-J Job No. 03-185 `a\S��CIA'ES O Shy_Creek_upstream.exc KCRTS Program. . .File Directory: C:\KC_SWDM\KC_DATA\ [C] CREATE a new Time Series ST 76.75 0.00 0.000000 Till Forest 9.76 0.00 0.000000 Till Pasture 39.30 0.00 0.000000 Till Grass 0.00 0.00 0.000000 Outwash Forest 0.00 0.00 0.000000 outwash Pasture 0.00 0.00 0.000000 Outwash Grass 4.81 0.00 0.000000 wetland 37.95 0.00 0.000000 Impervious shy_Creek_upstream.tsf T 1.00000 F [T] Enter the Analysis Too�s Module [P] Compute PEAKS and Flow Frequencies shy_creek_upstream.tsf Shy_Creel�upstream.pks [R] RETURN to Previous Menu Page 1 shy_Creek_upstream.pks I Flow Frequency Analysis Time series File:shy_creek_upstream.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 21.79 6 2/09/Ol 12:30 72.74 1 100.00 0.990 Ii 15.30 7 1/05/02 15:00 47.08 2 25.00 0.960 47.08 2 12/08/02 17:15 28.10 3 10.00 0.900 I 14.56 8 8/23/04 14:30 25.91 4 5.00 0.800 I 28.10 3 11/17/04 5:00 23.04 5 3.00 0.667 ' 23.04 5 10/27/05 10:45 21.79 6 2.00 0. 500 25.91 4 10/25/06 22:45 15.30 7 1.30 0.231 72.74 1 1/09/08 6:30 14. 56 8 1.10 0.091 Computed Peaks 64.19 50.00 0.980 Page 1 � f^� ���'� i%a'Wp`YJ POST I I �g ASSOCIA7HS �n. 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'�a Y 1'� ! 1 / :h�- ! + �r {C)2UD5 Mng Covnty�r < t �(.�..�� I `�'��f�t ri���J �� r(_�b,� ^-�- .� � ` � �I�. k+ " L 4 JY`� •"�]��c{� {. i ., i..� ' `t t ��Ct�.1z-- C.. _. . _ .� 34�1Cf;'��} -�ir�\�:!7� Legend K�gtib�hted Fea�ure �ti/ ,ti� � �5 �E AT T�1E SAME � The Hvfier . ca.--e L��'j"{pN Ei�_. �3'_ � Bufiered Seleciaon � i'ame� •"' S�G� AKE AT THE SAME 1 = Ca�nty 6oundaty f—1 La>:es and�arqe RN�rs Lo GAT 1�N L—I ❑ Thomas�rothe,s M3p Page .,:;i StrEams Streets �•..;. UYLRD drainaga CcimpisN�l.s I D ��2j AR� AT T�iE SAtU►E n ��' rl�,u�r,.� ':;'`'t' Incarporatad Area I..DCRTIT�� Sua'R) he information included on this map has been compiled by King County staff from a variety of sources and is subject lo change withoul nolice. King County makes no representations or warranties,express or implied,as to accuracy,compleleness,timeliness,or righ?s to the use of such information.King County shall not be liable for any general,speciai,indirect,incidental,or consequen6a!damages including,but not limited tc, lost revenues or lost proflls resulting from lhe use or misuse of ihe information contained on this map.Any sale of this map or information on his ma is rohibited exce t b written ermission of Kin Coun . King Courity�vIS_Center�Nsvrs�Seryices�Comments�Search By visiting this and olher King County web pages,you expressly agree to be bound by terms and conditions of the sile.The detail�. �ltt}�:!��`,'�';�VS.[11e-tCO�C.�OV.�C�('V]e�L�(;OI]1.e5I�LESCII1181?.�"�SCI[llaTl��el'V'7C��,'�t1lP=n���rviawk(�IiantVP,- 1(1i17/7M� A�F,. ��. ���'�;� .�. �4='��-1 't�I�d a ���. '�l L F',G r�o. 2251 F. �� Kin�Couziry Water ar�d�,ancl Resources ('WLR�D�vision � 201 S 7acl�son St, Suite 600 �� Seattle, WA 98104�3855 Date; I Number of pages includit�g cover sheet: ��� I � Ta: ����1�t-� From: Ciudv Torkelson _ W�,R SYo�nwater Se�wices�ection F�' � Phone: 206-296-1900 Phon�: � . Fa�c Numb�r; 206,296-0192 IIVIPORT.A.NT LEVET.. 1 ANA.L�S�S NOTE:� �e do not send copies of certain complaizrt types that are not relevant such as BC�, FI, FI�, FI�-I azld W QA, at�d we do nvt send CL and Y,S types. See key below. Type SI, S2 and S3 vG�ill not be fa.xed due to size con,straints. �� ��� �� ���,��- . � The fo�low�i3ag is a list of complaint types received by the Water and Land Resources Stormwat�r Services Section. Complaint numbers beguuung pr�or to I990-�:XX'X have be�z archived and are no lorzger in,our possession. They can sCi1�be retrieved,if necessaty,but ti�ill take ad�itional time and may not b�ben�8cial to your reseaxc�i due to their age,deve�opmez�t w�Zieh has oecuffed, etc. Tf yotz az�e interested'zu reviewing the actual complaints, tl�ey can be pulled (time permxxtfing) for your revietiv. Copies cau be obtaiued foz'$ .15 per page;at�d $2,00 pex page�or plans. KeyS: . e.of Invesfigation .'I�roe of Problem C Action Requcst � ACA De�ydopa:enUConskuot3on i3C�Y Businesa'forCleanWater Db14 Dramsge-M�scellaneou9 CCp ResponsebvInquiry bFS D�ain�ae—ErosionJSedimenmtion '�CL Cla'iut DI.E Dtamagt—I.and6lide/Bazth hto�euienY STi $nforcetocnt on TIo1d � bTA Dzainage Tcchnical AssistHnce Alt �nfbrcemcnt Rewiew , . , AQ Dia9nagz—(3�ncral Inquiry PCC,FCkt,FC3 �acility Complaint� MIviA Mau►tenance-Aesthetics �T SWM Poc Inquay h9vIP Maintenance-Floodia� �'IR S Wt�t�co Re��taw ' hIIriG hiaintnnance-Goneral KIH SWMFcoonHold ;NIIvQ�i MaL�tcuance-Moa�t� '"YS I.awsuit �biNM hinintcaance—Needs hiaintznr,nce RR pacility Enginccring Rcview MIdW b�aintenqncoNoxiouv VPeeds NDA Neighborhood Dtninago Assist�nce SWF , 9�Vhi Fce Questions V�'QC vlxter Qualiry Complaint �n'QB 'P�'ater Qual'aty—Best Managemcnt Pra;,tices W'QL �l'ater�ualiry�nfom,ement QVQb Wutcr Q��lity—Dumping '�QF �Vater Q�a]il��A�gineering Reviar . VPQI . �Vater Qyality—Illicit Connaction 'WQA Wutcr Qunlity�ztdit ' REM S�'�'I�i Pce-Remcasurement WQ� Nater Quality—Othcr GRT Swhs Peefimnt S I,S2,�N3 F.ngineering 5wdics Iv'WT3 SWM Pce-N�v Dlswunt "Subject to public DisclosUrc requirement9 1.REceipt of aTitica teqttcst for documenb 2.Rsviar and approval by Proseeufing,�ftorne}'s o�'ice . AF'H. Z8. 1GU5 3: 35PNL w::Nu CG. '�!�=�D .. _ _ N0. 2261 P. � ��,.� • , �-� , • `i��Gr l.V UP!1 Y �A��,�L�n��auitc�,s Dxz�sl�ry - . � . . ,;, , �'1�R�4IN�AGE ����xIG�`�IO�'�' �EP�?��T � � .' � l ��� . � . ' FNVF:.STZCrATION�EQ[J�ST' ;. ' � , • � ,� T�ie� .�� ' � . � � "_ . . '�RbBL•EM: _ , _ ' ' . , . . �'' , � ,, .. � . , . � .�E'CEIVED BY•' Date: •� OI�'d b �'�x.�Nn; Q ��, � � � .• Re�ceiu�ed froYn: J , ' ; , . . ' . ' ' i . . . -� y� . � � _ (ba,x�,� , �� • . (E've� �_� . NAtvt�: � . .�'j ` �� ��r9"�-�'��' Pl�cmrB,_G�o�'-(`����� � - - . � AD13K�58:, •��,����'r��• ��c��: City ; State �ip � "�)J.�•` - r. . ���__��_.�i�r�".T , . , • � . ' , ' , , • ' �` • . ` • . ' .� ' ,' LOCATTON O�PR�BL�M;.tF DI'FF&RENT: , .� �, ; . . _ . , . . • • - _ , . • ' .. , . , , ., . . , -, � A ces �Permissio�i (r'S-�3�ter1 � Catl�rst (would L�e�T6 B�P�esent) � ������ '� :,'������ � . %� �� .2���• , • , \ � � , .. •�' �� �' � -�` � � :`, . l '` /�� '' , . .�����t�, �fJ �/CJ�', . . _ i%�� , _ r . . . . 7 �/ . � , �,,� c,�� �t t; � � �. ' . � '�t�Z�����'�4���G.�C/'�' . . f 'i��%i�d¢���'"�" '/ ^ , •� .. .�'• - , � ' � � l � 1� �� 4 . ��J� � � ��� �j�i/ ���'-�2�!���-�'� . . . . � �2 �-f� 'r � L���..C� • . .,_ _ - • _. , . . , . . � T � ' ' !t`.ia��'� ,�R��� � .` •� ' , , � _ , �/� 1 � � . .,�` . . _ ' , �' ' . ' . . . . ', ', . . , ' , . , . . _ ' • , ,• ' * • " � � . , ' ` ' , , . • • ; , : . . ' . ' . ' i • , ; ,. . . >' ' , � ,b • � . . � . . . . ' J` � � . . . , , \ � • . . ' - . " -� • , �' ' � �- � ` • ...`,j � - P�at naxn�: ' • ' ' r � � � � Lot�T�o: . � . ' -�1����T{�i.` '-:,. , _ , _ ,�.:,, . •Qth�.r�oeti'cies'zz�vol��e�: � :���.� lici�? i:�v�st :?it�:i �e;�t�iz�� � "_ �,�,�, .�. 'c'"' �3"i�3����3�� F�i/�iy� * ` �},��(�f S` (�{'�1 �����)#�th�1.��1r3+�:.f.Js� `��� �1Fr,����.� Y j '_ _r, , - ; { �?�.1;� -�.. - � .r. � , �_ 1��� ,�_ �_.;- . . � � �—• `�'y ; , : �a S 'T � � R Parcel�tp.' �: ,,�iili��'`�} Tl�.�rtis' � �r� '� " ' ,o�. ' ` � � ' ' '. - • ' , ' ' . ' • � � ."����'�� .. r �.. � F3asi.z�,��`� �ouncil Y7istrict� Charge Nq:� ,; , . � :�. •.; ' . R�S�'+qMfi�_` Citizen nqti�ed Qn` � �� by: ✓ phQne letter: � ' in pe!'�son,�`, ` l�'' '��} ��,�.� . • � ;� ��' �.� ,,��''- � , . r. . . , � ,. • �.. ' . �t �5��.' ' , , ; '.�Q� ,.'.�,�.;,•,�.kr', ,'�}� . d h-? �� "` �TCT ��.c.Fc u� �� 1�""�.���-j •���1 F " � . . � T�v� ��"r�t'�.v�c`��.C��.�� .�r�,N��� �- �i�+.l��-. ��-r�'�r�", ��1��`� �� ���i�ii�`���,����,N� �r-�s���►-��`o v`��:�n�. �i`�c�%r��;�'� 'i�a�,��A� .. � � -� . � . , . . . . , - � DI5P4S�TIo.'�: T�tc�ecl�to on � 'I by OR: I�Io fi�-ther aCtion'recot�i�8ti�ed���use: . � �. . :.� Lead agency�as been notified:,� ��� ���--`— ���?.Of'Nf6�- �-�z vl t a--.S � , . _ � P�oblem has,&eea corrected. No�roble�i�has been ide�tzfi��. __� �,rior1��es�igat�oi�addr�s�pro�ilem: � . . , , - . ,; . . �. . ', ; , � . �1���:�# ��� , , ; . `. ' �,1'rr��e�rq6iern-N'D;AP will not�c,onsider.becau'se° � � , .' , �. • , �`',VJater brigiUatas ansit�ar�d/t�r on neig�bor�n�P,atcel. ., �, . . '� �� . ' ., • � - Location'�s outside,WLT�I3. '"c� Area. :. � , , . Of1?eY�S,C:iec�fy�:' • , , ' � • '. �� .�•DA�CL'O�SE1�: �.f ��/48 _B � _�_.����� , , • ' . , . • .,� . • . •� , _ ' , � ' • . • ,E: ' �; , Y� . � �; , �. ;. , �� '� .' � '.^ � ,� '. ' • ' �. ,, i � � ���' ��--f`� : . , ' . _ . ;. . `�,: ., � . . ,,� ��r�-.. �-c �v�:�: ; : 36F;�� I(iNG C0 W�=��' fdC �iEl F. 9 n �.O QO �G C�OUNfY WATER AND LAND��hiCES DX'VISIOIV ��%� �`, ��'s���3-���' DRA.XNA�E INVES'X'��ATYON RCPORT p IN'VESTIGATION REQUEST Type _� 7$LEM: J� ....CEIVED BY: � l�ate: �K'd b :�`��FY�,��Io. - Received frorn: . (Day) !�Q�) (�e) ���� N,�t�1E: �. _ p yr.� (�-02. � !7$l0 �s�/ - 9/c;� y . � ����5 ADDR�SS: � ��ity � ,6Y1 State Zip X..00ATION OF PROBLEM, IF DIFFERENT: / L/ �� / ! Access 1'ermi.ssion Grarsted � Call.F[>'st (Would Like To Be Present)� , ��yy��""" . !/�./GG+.��(.� ����%Z� � � , ,, - << � " (���� �ldGu-e- (� � Plat name: Lot No: �31oc�C No: Other ageneies involved: No field investigation required -� •�;. � :�',� '�,.'t�=, • _� I 1 � � , , /a S T R ParcelNo�3�,�D`��/S�'10 � Kxoll<�� Th.Szos: Ne�v � , Basu��_ Council Aistrict� Ch�arge No. R�S�''ONS,E: Citizen notxfied on � ��d� by: � phon letter in person I � �c� .� , �'� `-�}c..� C�.� v�`t- ��.� � �.���,,�- _,„ ,�,�, � C►o , �_o.�l r— �,,SS�5��- � ��e c�Sa"` �-•O �'�aQ"""" �` � �C-� C� �a, �� � �� 0 Ce��✓ � �--p� �" `� ' DiSPOSITION: Turned to on / / by OR: No further action recorTunended because: ��.ead agenc�has been notified:��h� S �y►'Tf/� " ` 1 � � Problem has been coxrected. No problem has been identified_ Prior investigation addresses problem: SEE FILE# _ Yrivate problern-NDAP will n�t coz�sider because: �later originates onsite and/or on ►leighboring parcel. �,ocation is outside VVL ' e Area. Other(Specify): DATE CLOS�D: b l I� l d d By: �?�''1i�Y�4���� N j, F i . .. :K f�li 11 I�i�`ul cr��.� �r-.r'� ��i���j.' '-tir; „ •.! . . ,� ? M �%�`'.IV10. ��'�,' i :,4'•.ti.-�. �V �` I oy!,,N f`` ..: . y� r rr. [ l�� � 3� x� ���i �� �r , � : ,� � �� :. �+4u N � � � � �,J .i'`' :�'r��� �.�;; .� �3 ,�� , •�t� . ,�- •j. '�. 'ei t r. :+�a. .��Z.� �"� '•�s .T •C'Y'�+� '{P'$�f S'r:'•n '� q< 't�tt r�t �' '� •f,��!.iU j, >>} �' �+k. r�',�..., .�. y,,j��„'i �ya,h'�..�.�.;�tr - �` �!'�r-a.. R. a ,�� �' yy�'�'X� a -,SFr/ `�`.Y� /'��"� �' i,.W�j��'T7 '�.iY,}��,�� �. �, a� s� �x�4 S�L �'� ��.. �K it �2 �C:Y�f ,,,� u ,r, 4 ��.,,,`�: p t. �,�,�.;. — y" �� Y '� s�, .� . ^'µ � �a�l•�'o � 4' 'y 'ti Torkelson, Cindy �From: WLR, DII — ----- .._ _ .__.. .-. -- _._-�- -� Sent: Thursday,August 03, 2000 3:30 PM To: Gettle,�Larry;Whiting, Keliy;Torkelson, Cindy Subject: FW: WLR D11 form Submission � From: dii.wir(c3�metrokc.gov[SMTP:DII.WLR@METROKC.GOV� � Sent: Thursday,August 03, 2000 4:32;16 PM To: dii.wlr@rnetrokc_gov � Cc: nate.eckstine(d�metrokc.gov 5ubject: WLR DII form Submission Auto forwarded by a Rule ;� ��C�n� +C�urtt , I���hEnc,�ton �' 1, � ,, n ,� .. . , - � : ; . �,� �s s Yy,i rY,lr�a�-..,:+` E +''i `'i . :; .�2 i1k',�?fCrf 't-St�Q{� �"���3����`C� tll�..;.5- � ,�.. :. �[ ..{• �M r .+7�i-Y�� '3!� r ��.� t 1 j�..� l ������.��1 a�".i 1 1 �:Y S ,�:-:�: �`� � k i ` . ....___.-_ ..., . .. -�'_._�.. '_ _ .., " "'_ .__.�_. .' ' _. .�.�- ... .. _...✓:..__.i.«�s_ . ' . . .__._..,_ __._. . s� Drainage & Water uality Problem Report �orm Submission - Name_ Lee Fi�th I E-mail: isfirth@gte.net Day Phone: 206-662-1786 Ev�ning Phane: 42�-254-9'106 Address: &50 Duvall Ave NE Apt G714 Renton WA 98059 , Problem �ocation:jif different): Jones Place SE, Renton W�. Unicorporated King County. Problem Type: drainage Reported Problem Description: During Fall, 11Vinter, and Spring, wafer drains across Jones PlaCe and . � into the driveway of the resid�nce at 1�833 Jones Place SE. This problem appears to be caused by the road "damming up" #he natural drainag� coming from my property (parcel 2323059180). There was apparently no provision for a diteh or culvert which quite obviously would so(ve the problem. I hope this issue can be resolv�d since I am in � the process of developing this land for my single family residence. The current file number is �.00VA007. Please contact me if you have any questions. Thank you Lee Firth A►lonymous status: Anonyminity is not required for this submission. Notification status: Notify before investigating 813/00 �_:,"". L� L�', !�; _ : j�F�Y1 {I��� t,U. Yd_�.D .�_,: �dO. 2 2 61 r. 11 I KING COUNTY WATER AND LAND R.ESOURCFS AIV�SION D�.A.��AG� INVESTYGATYOlV� REPQ�,2T (� ` ` INvESTIGATION REQL7E5T Type - � • `7�LEM: ,✓� l I�'� G1� _�EIVED BY: �� � _ Date: � 2 � O�.'d b �: FILE N�O. �`J 1 J 12eceived from: - * �f2� �A F�� (DaY) � .5 (Eve) �—�k:, NAME: ��IONE 22� ' Z / �C-� ,�a AD�RESS: I�I I � � S � 1 >� yt-�' City d.� State _ Zip`7 O C� IACATION OF PROBLEM,1F DT�FE'�NT: Access Permission Granted' � CaIC Fi7'st (Would Like To Be Present)� ' _��� �C��� � ' -�� �� �y�� S�d j�N �^'� t � J�2,�Y T"r'A� S�� � (�.�-o.�� '�d✓l, N� //!J �C�.(/�(J C../'--' ! 7 8 t// yv- Gti I �n�� o yo'�s � 'I'� �1 rl �3�.��. �,.. �,� v o��1 �. , y � � � c� y ) n G�� was v1o�` cau�'�.��P�' I �l rS��l sS-s� �.c�� �d.�I J!'"L'����/-�c�• . � !�aN w�L� C�t-�L. l�2S }�/9-/��/ '�>`�3 Q/�'C vSs �✓�O��sC'T, / G D !/^r'r/� /t`�.-S,�d rIS>� Plat narr�: �1p� �jo,,i, �,ot No: Block No: Other agencies in�rolved: No field i,z���estigation zeq�e���� ,�µ � r ��-....�'.�_ v:1 � � ` � . /a S T R Parcel No.�������or�/ Kroll� T1LBros: Ner�r f0 y� � Basi.n�� Cotuicil Dis�ict �� Cb�a�ge No. XESPONSEr Citizen notified on a � 8 d• by: � phone Ietter xn person D o►� �q L-r�•4-y$�2 � .,,� ) M 1�4, Y A y��v �Tb D J s z v�s �J PGa v�. l,,� erp Pr��r, ,� t ,s �. � � �ss,a� s� ��ss s��'rsF�o GJ �� w N� s /N-�-��-t'�'e I P' � DTSlYOSTTTON: Turned to on / / by OR: No fi�rther action reco�t�aended because: � �.esd agency has beet� n.oti�ed' ��G'� � �, �?� D.� �7 ���7� tJs�� __ ' Problem has been eorrected. No problem as�i been identified. Przor investigation addresses problem: SEE FFLE# Private probiem -NDAI' will not consider becnuse: Water originates onsite and/or op neighboring parcel. � Location is outside WLRD Service.�rea. Other(Specify)� DAT� CLOS�D: cI, i � I�� �y� �� � �,D �'a SVJ� �S �' ar�,. ���. �u;.��� : 36Nr�avGCK'- �J�� C0. W'_R��RA1vDLa� RESO�rnCESDrvTSI���: 22�? F�� ��7 V �.. . rn D�N.A.GE INVESTIG.A►.`�'ION REPO�tT � INVESTIGATION REQUEST TYpe '�� Pt�ost,��: (Y.�?-. 1' . �l�'l`.'�' �cEt�'�ED aY: Date: / O�C'd b . FILE 1�T0. �-C7�i�� Recei�ved from: .��c?�- ' (Day) ���`'�) (�ve) ��� ��� '.., NAME: �./ PHON� ��D `���9 ADDx�sS: �`r��� ���� �`X C� � City State Z�p lp, LOCATION OP PRO�L�M, T�DTPFERfiNT: � u��}E a Access Perjnission Granted ❑ Call First (would Like To�e�s�,at) � , .�9/O � � � .�z�,cz��.1`u�r� � �;� " � o� s�.����G�' /1/ �� � �¢a � � �,�Qo ' ��'� � � _ � --c�;�c;� ��� ' � �-�-,� ���.�'��� _ �'��� , - Go �2�� �2��, �'� �?���i� � �o��o ��o ���� ���r � . �f?cti� �1����5 �� �Qo�(�9 ptat name: ��?��/� Lot I�'o: Block No: Other agencies in�•ol�ved; �To �eZd i��v�� ;i«ation r�quired_ ____ ���e t h�c' �' a�^r i;•�- 3 tr � xa' Zi {, �- 4 r"1. �>` 9 =F'�"'ss�i �. Y���?�s � .��'�-t '�i t ��•r�t"lt�� � > >�s f- �.i6'E-x�. -� � �; t .�r��� .s �_u�,�.�r.�.r�t�r*�» � •'�,�-���� �..�.. ..:� � � �.��-.» �..�:�'tw��_. .�,ti_,��� s ,��aJ s� __��' _:� �_ / '�a� 3 �/�4 S T R Yarcel No�(j'�{��Z Kroll� ��,Bros: Ne�v �� BAsin �-�� Council District� Charge No. It.�SrONS�'; Citizen notified on by: phone letter in pecson DISPOSITION: Turned to(�-�`; on l. � I DU by Olt: No further action recommended because: I.ead agency has been notified: Problem has been corrected. No problem bas beer� ide�ntzfed. Prior investigation addresses probletn: SEE FILE# Private proplem-ND,A.P will zaot eOnS1dCC beCause: Water origil�ates onsyte and/or on nsighboring parcel. . Location is outside WLRD Service Area. Other(Specify): DATECLOS�D_ `����—B�: _ �to�.� �: A` .. �� ['iii�� � Jb��,� '.1�'�a ��. �1��'� � �; ,.,.� � � .� . ��-� L L � CompZaint No. 00-0731 �7ame:Miite TCovacich Investigated by:Virgil Pacampara Date:I�Tovember 07, 2000 A�TAILS_OF INVBSTYGA'�'ION T visited ihe site on 11/07/00 at�3:00 Piv1.and wcnt to tb.e residence of Mr.I�ike Kovacich to inquzre about his complaint.He was not home at tvme of the�c��sit but left a yeIlow eard and proceeded m Briar�Iills R/D pond(D90669).I notice that some ripzap blocked fhe out�all(CSlCB25 to ouffall).I did mot see the inundatzon at tf�e pond but I o�served that the water conveying to the 30"ChIP outfall(CB24 to outfall}is light brotivn/mud color and tb.e water xs little low.(photo#1 1,2).I wcnt bAck at the site th�follow-ing day at 1:00 PM and went to?�Ir.Kovacich residence,still no body home so X continued my investigation.I noticed that the ripzap at tb,e southvvest comer of the fuc�7zty seems to be bloc�Cing the iunoff from his bnckyazd to t�ie stzeam.Tb,is may have been contribututg to the flooding at tbe backside residence of Mr. Kova�ich.I still have no aontAct with Mr.Kovacich but I inspected also the tcvo R/D ponds in ttzeir plat/�viciniry. I also obsezved tliat the water flow at t�he outfall(CB24 to outfall)has si�ificantXy increuse the volutn,e since it rain the last few days and the water is still light bro�vn color.I retraced the source of the waYer flow by opening some of the cateh basins along the conveya�o,ce pipe and checked visually tiae pipeline where the light bro�vn colored water eame.I noticed that the said�va#es has entered/af#�eeted the�t/D pond of faci7ity D905I S.The said�%ater(light brown color)had came from tIie pond thnt the Bumstead Conshuction were � e�avating/cutti?ig.They were puznping out/dischar�izlg dirty watrs with tixe use of a big sump�ump und a 6"diameter water hose.(see photo#?3A,3B)from the pond. They were pumping-ouddischargimg the water to the King County Pazks prapezty(see photo#hA,4B�.I also checked the downstream by positioning myself at the edge of the ravine(along roadside of Z54 Place S�_and appro�ciukztely 030 miles from Lo�ver Cedar River)and looked down to the streaui and observed that the r�rater was also light brown color_ Andrew McD�nald and I went to the site to��crify the exact locatzon of the construction.site on 1 l,/09I00 at i:00 PM.The constzuchion/project site is.�ithin the jnrisdiction of the City of Rentvr�but the Burnstead � Contractor is dispos�ng the tvater to the adjacent King County property and t�vs�iad af�'ected part of the drainage system of the un-u,corporated�ing County.�'e walked along the trcul of T�ing County Park and the si�t show s�n of sheedchannel flows in some area and it endedlentered into 24"inlet pi�e conveyance at the end road af 148 PL_ SE.Si�t�+�•ss found on that site.The City of 'Renton inspector foz the said construction is Mr. Ste�e 1'in�um,He�vas not a�ailab�e at thnt tima and we le�a message vvith regazds to the cornplai.nt We caUed Sue Clarke through Brian Sleight,And at that tuue Andrew McDonszld left the site for his other iuspecrion work_ �ric of��nstead Conshruction eame over at the comer of 1��'Ave_Sfl,and SE 136�'ST.(few blocks " away�rom the construction site)and spoke to hitn about dirty water bein�dischurged in KC Park property, He immediately tall:ed te his worker to stop the pumpingJdiscl�arging o�the water. Sue Clarke arri�ved at the site an.d spoke�vith�ric Iltun.stead Construction,and tha three of us drove to the site and walked to tkz� � trail gozzag into the down stream d�'secrion.�showed to thcm how faz the water had tr�avel through the conveyan�e pipeline, catch basins and the R/b ponds (D90S15&D90669)including the outfall��in Faciliry (D90669)leading to the stream!ravine.�e agreement between Sue parke and thc Buivstead contractoz is tbat"they will clean tl�e affeeted area of the pond(D90S 15)and the conveyance pipe irnbacdiately t�ia fo�lo'wing duy,'�'hat Sue Clarke,Bric(�urnstead)and Mr. Steve�'inkhum{City of Rentoz�iuspector o£the project)will meet sometime on A4ouda�y(1 U13;00). (SEE ATTACF�v FACILITY SF�E'�C�OF D90515 and D906b9) ,L: t r''� �1 I C^ S�"� �1 �) �' ' , C',. .. . . , _ f I �r�' P�,. �1�a �J. 11�i\'� ���'• L C� � � . � ,� ; j�uvG�t�vl.i x rr�.��;R��:�RESOURCES DYVISYOiv —" a.,,o� ARA�NA.G� ��TVESTIGATION REPORT � INVESTIGATION REQ'UEST ^ TYp� � pRo$�.c��: G�ti�.�C;/LC �EIVE17 BY: Date:� G OK'd b : F��.E No. ��01 � 6� Received frorn: - �..SJ� j'` ���`� �DaY) L_-_�� , �Eve) f - } NAME: ���1� / �'I��CI� PHONE _ Z�-b'� 7�8� � ADDRESS: I�6 �� �� .lOti�.SS P�- City l�'CiU/%J�tJ State_�/� Zip ���� LOCATION OF PROBLEM, TF DI�F$RENT: Access Permission G�rrnted � CaLI Tirst (Would�.x7ce To Be Present) � L�-�/JSG��� ��5�lEo �rr���r�9L i�o ��S ,�f�vfC— � ����GE , �/��G/L ?'�� vSeO `T� F��v r� G���/t'���G S ff�-.f ��=G=.�/ �l S��G�%� /��v� �/'��/ �.T r Gor�ti�ivG �l'��h�/LOuGti1 I-�ovlG� _ �ij y�^�C����> ,r,,,,� - pa��u� ��?�'� � � . � Plnt natne: Lot No: Block No: Other agencies involved: No field inve,s�aLion required �`1:k�Y.O:t, '.8-�.. ,,,,a i;i�` .,S :� � f �y��: �SLSG _1.1� �L�f�s�2� 1/a S T lZ Parcel No.�,�.�-,�_��� Kzoll�_ �1i,Bros: N�w J� � � , �3asin �� Council District� ChArge No. R.�S.�o:�s�': Citizen notified on by: phone _ letter in person ���°�✓� � � .�R ���� DISPOSJTION: Turned to���on �-�l�� l P�/ by �OR: No further action recomm�nded becaus:: Lead agency l�as been notified: Preblem hss been corrected. No probiem hes been identi�ed. Prior investigation addresses problem: $�E FILE# _ Private proble�n -NDAr�vill not consider Uecause' ___ , Water originates onsite and/or on neighboritrg parcel. Other(Specify): D�TE CLOS�D� !�-�! (� /Q ( gy� __� ��2Q/��r G���.���T"�� m,3l�l�l A�h;. ��. "�CJ� 3 ; � iFi�.' K.'Nu ��0. 'aILRD'xul � ��,.��v...., N��,�,�. ��N� 226 ': -F. �Q��'V ro'ect I.ocated Project Name: .� �`-' s J ' in a �'argeted Bas�n? . 1 � R Project Number: �' �'���. ^ �1 a �es � C] No [� . **w************�****�*****�***�� �iPAC'� CRITF..�2IA. ******�*�*�***�***��*�**�*�**** � pOI�TS - ADI� 0, 2, # P�tOPF12TIF.S FUT. RISK TMPACT OR a FQR SEVERTTY TMPACTEU �-4-0, �. OR 4� T4T�LS Livin; struCtur�, . . fuushed �loor (20 + �� x �_ -i- �-- ��* � Access (4 + l' __) x � � — .�.�. S ep riclWell (8 + �_,) x + _ , Other suucture or � � � crawlspace (� • -}- �� x ` • _ � �andsca�ing/yard/ � � • �� P��b �I � ------� X - — Qthez proveny/ dr�.inaQe syst�m (0.5 , .^� x � _ Natuzal iesources 3 - � � _ ' � SLTET�T�T. _ ��v F�YYXMYZYYXTCf��Y](KtFYYJ�iGXY1K Y`.F�� ��� •L�.r-�CJ. ~�1...��JR X�YXXTCT�S[XX>.F�CY.](XfKY)(X��YJ[YC I • i i n' -� ,.. . Civanic (1-^ Cm�siy:,z�) . . . . _ . . . . . . 20 . 2-� years; ind�zutite but � oft�n; channel erosion . . . . . . . . . . . 10 X E.r.F. �-10 years . . . . . . . . . . . . . . . . . . . . 5 - • � IO--25 years . . . . . . . . . . . . . . . . . . . 2 >25 years, . . - . , . . . . . . . _ . . . . � TOTA� L��'AC�' SC0�.2E --- � � D2te: 12ated by . �*Y***��«********�***�***��***� COST�l3ENEk�T T�tATTO �********�****���***x******��* . cosT oF so�.urzorr �- s �5� 0� � 'TO'Y'AL T�SPACT SCORE x 100 / COST = I�'DAP �RTO�TTX SCORL = o � bate: �J`�d� Rateti by �,C,• �`.Aio[e: F7ooding of living space from s[orms < 10 years recei��es top prioriry. G95-3:2,�T..55 9�19/95 7""-.--�^---„ .__. „---�-• —_-- —� __ _ - —;.,.._�;i-+x;�c _ _ . AN�. 1�. 1U05�. �: 37PM. KI�J� C0. '�'LF�+' . , - �� ^���. 2251 F. �i .:-� , � . ,..- :.�r • �-�.r .� �„�..�,� � �� .�.Aiy. :�''' .�"ra a �. . . � '",. ,;�. ��� ' � , - � � ' Cedar River Slide Repair - � Three options; c�`. 1) Our(ti�T,RD)basic involvement under the NpA�program could include: I • pro��i.diug technical assistance in�pplying to FEMA for recovery assi;taz�ce • assist witli permit applications nceded to clear the slide from rhe property • provide technical assistance regarding drainage issues �'he property oR�ners�vould be responsi�ble to hire an enginecr and contractor to develop a cleanup and restorarion plan and secure the necessary perinits. 2) A higher level of involvement under'the NDA prograux could inl�ude: • • WLRD would act as B�ogineering and design consultauts and secure pennits for homeowners • Hozue owners would hirm a con.tzactor to 3o the project,as designed by WLRD � 3) A comp]ete project would include: � • Design.�engiueenng of debris removal and drainage repairs and improvement � Secure permits�or project • Removal of mud and debris • Reconshuct pri��ate xoadway anctcomplete drainage repaus ��--�..,�.�- ����,,-�_� . ?�`�� d��� �~� ����� ��c. c�`� ��� � btc� ��� -�.� p � � � � �. �����, �'��� �� ���� �� � � � ���� Joh��2��1 H'ri. C�. Z!�U, j: ��h'M KIPd;: CC�. `�N'LRC NQ. L15 ' F. L[ ,� � om: A�ima, Debbie Sent: Friday, March 05,2001 1:11 PM ! To: Hansen, Nancy; Bikle,Anne; Clarke, Sue 6�` Subject: FW:Next Steps on Cedar River Slide and River Conveyance-FOR TOMORROW fmportance: - High La�est on the Cedar River Slide -----Originnl Message---- From� Ciark, Dave Sent; Friday, March 09, 2001 11:47 AM To: Honsen, Nancy; Arima, Debbie Cc: L.evesque, Andy; l.ucche�tti, Gino; Butler, Terry Subjec�'� FW� Ne�ct Steps on Cedar River Slide and River Conveyance �mportanc�z: High Meeting with Corps and Renton Please see the message below concerning the next steps pianned to deal with the Cedar River Slide. We are meeting with Renton and the CorpS neatt Wednesday afternoon(March 14)to scope out some options concerning what might be done to improve channel conveyance far the Cedar River in its ne�v Iocotion. I emphasize might,as �there is not yet'any clear rai-ionale for taking any emergency action, given that there is no clear public health and safety problem with the river in its new location. No pubfic or private improvements are currently in arry risk sifivation. Whether there is a flooding.risk this coming winter,will be a topic af our discussion with the Corps and Renton and that discussion will shape ' what tive lay out as options. Meeting with Resource Agencies ' Se�ondly,we intend to meet with the re5ource agencies(NMFS, USFWLS, Stote Fisheries, Muckleshoot Tribe,and State OOE)fallowing the meeting ' . next week with the Corps and Renton. At thart meeting, which is not yet ', scheduled,we will walk through whatever plan of actio� we might propose � I to see if the agencies agree or not. Tn effect,we will be doing � consultation with them. I don't want to speculate on what t�heir I reaction might be ar whether we will be likely to achieve consensuS an '' ony given project action. It moy be that we do nothing now and get ready fio do a�f lood f�ght next winter, if that is necessary. Preliminary Damage Assessment Lastly, we have submitted a preliminary domage assessment worksheet to FEMA and the State for the Cedar River Landslide. The damage assessment includes i'he removal of the lattdslide, slope stabilization, channe) restoration and repair to the County's P�nnet/Briggs revetment. This is essentially a cost estimate to put things(including the river) back to � the pre-slide condition. We are�ot recommending t'hat we undertake to 1 N, r:. �u. �i:!�:, _ : �'u�'�vl ,�(INu CU. WLRC' �Q 2251 F, 23 �fy� II!� : '�Ve are simply following the federal disaster procedures required in docum�enting damages and costs of repairs. We wifl � ve some internari discussions about this poter�tial work and no doubt be �continuing to document information about the damage estimate with FEMA � as we move from preliminary assessments to Damage Survey Reports(DSRs). Potential Alternate Project Our general thinking is to consider proposing an alternate project at � this sit'e(i,e., not doing the slide and river repair). My understanding is that if FEMA and �hhe State approve the al�tern�te pro ject, they then can authorize 75% of the OSR costs for the alternote project. The alternate pro ject could include essentiaily anything, provided thnt it is consistent with the federal rules for alternates. This might involve purchasing the slide damaged Momes, purchasing the flood damaged homes, constructing fish enhancement projects, improving channel conveyonce and . a tnyriad of other things. We will need to work carefully wifih FEMA and thz StQte to come up with an alternate that makes sense ond is something they can support. The niternate pro ject would not likely be implemented until 2002, given the time it usuctlly takes to rnove throucPu bhe federal process. �et me know if you would like any further details or information, DC -----Origina) Message----- From� Ronald Straka Cmailto:Rstraka@ci.renton.wa.usJ Sent� Friday, March 09, 2001 10:�9 AM To: Dave.ClarkC�METROKC_GOV; monte.e.kaiser@NW502.usace.army.mil; NoeI.L.Gi Ibrough@NW502.usace.army.mil Cc: Cregg Zimmerman; Lys Hornsby; Andy.Levesque@METROKC.GOV; Gino.Lucchetti@METROKC,GOV; Nancy.�aegenburg@M�TROKC.GOV; ' • Terry.But ler@M�TROKC.GOV Subject: Re: Next Steps on Cedar River Slide and River Conveyance The afternoon of 3/14/01 works for us afi Reriton for the tt�eeting that you are requesting. The meeting will be held in Room 511 o�t Renton City Hall on the 5�th floor. Please lei� me khow the exact starting end time of the meeting, but for now T have reserved Roorn 511 from 1:00 PM to 5�00 PM. If the date of the rneeting or time changes, 1et me know ASAP. Thanks Ronaid J. Straka, P.E. City of Renton Surface Water Utilrty Engineering Supervisor 1055 5. Grady Way - 5th Floor Renton WA 98055 Phone� 425-430-7Z48 Fax: 42�-430-7241 z �� 1��1,� 3 ° ��Y,, i:l"�G C0. '�4Lk",, N0. 2261 P. 24 —,� i;, . . . ;5tte .�t-rom: Rochelle, Joe Senf: Friday, March 09, 2001 9:2�Af�Q ,- � To: Clarke,Sue Subject: RE�Cedar River Slide ,�^' _ 5ue, I left a voice messaga for you. Since we may have trouble connecting, here's my quick thoughts. Avoid making any commitment on the NDA that would exceed the cap. If they ask if the county has funds availa�ila, 1 would mention the NDA, but immediately explain that there is a prioritization process and a cap and that fhese funds may nof be adequate to address the consequences of the slide. On the issue of taking money from citizens to apply towards a fix, I think we should avoid that as you rightly point out that we then become a contractor and get all the headaches that come with that. If FEMA gave the county direct dollars to do repairs of the county's own facilities, I have less of a problein. When I was asked to review the document of agreerrZent to raise stn.ictures in the flood plafn with FEMA$$for t�iver Protection Section, !worked very hard to make it clear that the County was not a"conhacfor"but a conduit for funds from FEMA to the homeowner. The County enjoys statutory immunity from suit for what it doesldoes not do in the area of fleod protecfion activities. A,s I read the statute, the counry would lose th�t immunity if it becomes a contractor with the homeowners. The immunity does not attach to contractual arrangements. Of course we could try to build in sorne kind of waiver in the contract, but 1 would wager that however strong►y we worded the waiver f�om suit, the County w�uld stiU get sued if the repai�work Were to fail somefime in fhe future. If FEMA wants to give us money to do repair of our own facilities thaYs great. If FEh1A wants to flive money to citizens to do repairs on their own properiy, thaYs great. �ut I don't think we should become a contractor for the citizens and take their FEMA money and do the work for them. From: Clarke, Sue Sent: Thursday, March 08,2001 6:16 PM To: Rochelle, Joe _ Subject: Cedar River Slide Impdrtance: High Joe, I have been asked to attend a public meeting that RQn Simms is hosting on Saturday morhing os a WLRD representative. Tn attendance will be the citizens That were affected by the slide on the Cedar R;ver. I have been asked to be fihere to address NbA questions and if there is arrything the NDA prograrn can do to ossist these people. T think we may be sticking our necks nut a bit,and this may not really foll under the definition or intent of the NDA program os I'm st,re it will go over the $50,OOd spending cap on NOA projects. Do you hnve any comments or in ut? • p A1so, the question of using FEMA money h4s come up,ond whether or not the County could occept money from citizens if the citiz¢ns could gef $$f rom F�MA to make repairs. We (fihe couni'y)woufd become a contractvr for the citizens. Any Legal comments7 or Code problems you s2e with this., I'11 be in the office pretty much oll day Friday_ ThQnkS far any help on this. Sue Clorke Fngineer OrctinQge Services Section King County Water and Land Resources 206-Z96-8311 i ...,. ... arr�,. Z�. 11�U5 3: 3��"�" K1tiG C0. WLRD �JC. 2261 °. 25 ' Access Road �-� , �` --�•-•---�--�-•---------------•-•-•---•-•-•------•---•----- '� �-•-•-•---•-•-�------•-•-----•- -- '�F, .• . .`- _ ,- ` '�"'� Neighbor .\ �• Slide House . Tw�o Histonc '•� Desuoyed Strcam Paths `` house .` .� .` .` .� Ravzne �_ .� _ � � '-� . . - _� '`r*� � / ! �•'-•-1•_ �� 1 �! t \ � ,� � j � `� ��'•` ,` '� �1' ^f+,7--.��J '___ �` ---•-•--�•-'.I/-•- _ •---•-----' --- ` � .� i- - --- i . i l �..�r - - - :, f �� } �• � • �� � ��'%; �: Diverted Sn�am�low �� �1 i - j I After Sandbas�ing- ,,� i/i- � � :` •`;, ` i �I i ! j/ . . `� // •� j paorick Home .,`. ` r � �� j� �� ;`, r f % Extent of Slide '� fj'' / � / % j � � i •` . .,\, , I �� patrick i , --------- Ceda G�g� Rive, r A� . ��"� ���!'��:� �: �?P�,9 K 1��'�: C G. '��L G�' �0. 2 2 61 F. ? �, - KING COY7N'I'Y WATER AND LAND�ESOURCES DIVISION C DRAINAG� INVESTIGA.'TION RL�pORT [, � �../��� INVESTIGATION R�Q�(JEST Type � � �n.OBL�M: 1�i D�JI-��^w�-c�6. '�t�rcc(,� ..vdC�I�EA sY: ` Date; �� B pK'd b : FzLE No. 2�01 - 3 R,eceived from: . .. ---� � � � -- - �-----. . _ _. .._ _ _ �gY) r. �-_ --- (Eve) '-� �. NaME; ��� �- ���S ' I �f _ P�orr� � . ADDRESS: �g 1 �� ��� fT'�- �G _ City State ��"1 Zip. LOCATION OF PROBLEM, IF 1�TFFERENT: � � Access Pern:ission Granted � Ca1C First (Woald L�7ce To Be Present) ❑ � l..t��J 5-Iz K cQ r� w. ,6�c1'�-� � �a /�-��,'�`� � l..� q`"a 3�� Plat r,anae: �,��9J�e! L �q� T_,ot No: $lock No: Other agencies involved: investigatio�.requu�ed � � - �r �; z . -.�_��.,' ti � � , �- �� �4 S T R Parcel No.�0�71 I'h.Bros: New_lp�f�G/ � L�- Basin�� _ Council Distric No� R&sPolvs�: Citizen notified on by: phone letter in person DcsPos�l,TON: Turned to on f / by OR: No further action recommended beca�se: Le�d sgenCy has been noti�'1ed: Proble►n I�as been conected. No problem has been ide.ntiFed. Prior invest�gation addresses problem: SEE FILE# Private problem - NDAP will not consider because: Waier originates ota5ite and/or-nn n ighbor�ng parcel. Other(Specify)_ DAT� CLOSED: �l (O / �/ By: s'��-���-- j) � � � AF'�,. 18. ZUO� 3 : 39PM K'tiG CO3 WLR� ,���R�SOITRC�SDIVTSIG��� ``^' ' F' :?, .� it.1NG Cvuiv'1'X WA'1'El: ' � � � � DRA.�va�E I�v`�sTX(���rloN �PORT TNVESTiG�"rION 1tEQU5ST Type � ' �'�osL�ti�- .D�r �= -�EiveD�v: I-�r ��-t��f Date: �/��U/ OK'd bv:��F[[.E No. 2001 - �5� Reeeived from: � (Day) ZS (�ve) �. ) NAME: �C-I���//�' ///�J��L- �HONE ZZ� ' .S_�G C� 'ADDf.BSS: / ��a� ��f ����� ST City ��.!`TOnf State�� Zip Yo �.�� L4C��'T�ION Or PROBLEM, [P DIFFErtENI': Access�'ermiss�on Granted � CQII FitSt (VVould Like To Be Present) � Sr,,,,,�� s��i f-r Lc/v�,�� r�.��`c����e 1 ���G Gr�c- ��r�� /� ;a o l v S�r �P✓sti°�'7" �rr r�,J�r �r s rs�-�-Y, �,� F a�,.-r- o F /3 7o S' s's/� �'.�-i G�����-5 ro �v�.;' ✓�'L U C'��-� . b u�'1Q�''�a� �..s r c t_ (rYt/��-c i �e o P G'Q-i V. /+ti� c�T(�- l S S v � I�d L�_% I a �-.!�s� ��� /-t�� �r W u l���. , � /�2 y Gl 6�.--� �l��C�t` � 5�r 1 T u �rr,J' � S(�o J l Ul�-�-� �2 C� . 7 Plat name: �'� . Lot No: Bl�ck No: ����;�� Other ageneies involve,d: No �ield invesugation requii-ed �:r�A�w�•t� ' � �i. (��''•Ai` !� S`Zr'''r`r "L�i, .�,. �7`'+1,., t.�,., h `f ' � !v: 11'�":. �' �����. � � � � � l�a S T' R ParcelNo.,���0��_ Kroll�_ Th.Bros: Ne�� RDP �_ Basin ���- Council District 1a� Charge No. I��sPONSE: Cicizen noti�ed on `ti a i by: ✓ phone letter in person �-�� `C� t-�fZ � �► � �I�-{►'�� � {-3gR- �bifi�' �-1� 2-�`�'..1�'�b-lT'i i�-, �:o �J WiIL- �, Tv��'� �'�ct k-� �Vl� �-�P -Rl.� 3 �Gjbs w�l.L B� I������r.n � �'�D`' S�C�=�EC-t%Cr �-- l�"V+A'fl fY�/��t-�`r'""�1Ji4'��'. DISPOStT�o�V: Turned to� on I ! l/ 0[ by OR: No further action recommended because: Lead agenc}' has beeq notified: Problem has been corrected. No problem has been identi��d_ Prior investigation addresses problem: S�E�'ILE# _ Private problem - NDAP �vill not consider because: 'VVater origittates onsite andJor on neighboring parcel. �� Otller(Speci�y)� �'D,ATE C�OS�D� f� I(f /C�2 �Y: �_ qNR. 28. 2005- 3; �9Fti�,,._ KiW� CO3 WLRD � z ; ' �'"' N0 2i61 F. 33 ��,,,.. �� omplaint No. 2001-0508 .Name: $lizabeth Men2e1 Lnt�estigated b�: Vizgil Pacampara. Date: 9-05-01 DBTATLS OF�NV�ESTIGATION I went to the site on 9/05/O1 at 9:45AM to investigate the complaint of Mrs, 1�•lenzel. T-�er complaint were the following; 1) She said that drainage systein in front of#13705 SE 144�continues to get plugged. Overflo��will iznpact property. (Szte-A) 2) That she wants to know i£the drain pipe between Lot-2 and Lot-3 (#13821 SE 14�1�)were design to collect�vate�from the intersec�ion of SE 144�'St. and 139�'Pl. SE. (Site-B) 3) Sbe said that the easf side ditch at tlie S�corner of intersection ].44th Ave. SE and SB 142N° ST.�vas le,ft unattended lea�ving the ditch���ith full of dirt. The emded dirt will i,mpact the positive water flo�t�r during tbe rain. (Site-C) Site�.A is l�ocated at the intersection of SE 141St. and SE 144�St. The ditch is located at the SW corner. SE 144�� ST slopes north westerly and SE 141$`slopes nor[h easterl�. The two cross culvert(12"- conerete pipe) along SE 141ST were completely clogged.A 12" concrete drainpipe located at the drainage easement between T�ot-30 and Lot-31 (# 13702)were clogged. Tlus pipe was design to collect sur#'ace water froui the two cross culvert and couveys/outlets to the ravine. Overgrou�ve�etation�vere blocking the i;nlet pipe. A shed (10'by 16�was built along the drainage e�,sement. 'TY�e drainage systein in the site is not functioning.Mr.$ill�Ie�in has told me�ia.t he remembezed that there�vas a pipe end at the ravine. The pipe eud could not be located due to heavy vegetation an�d steep terrain Site-B is located a�t the intexsection of S� 144�I St. and 139�P1. SE. The area is flat and SE 14�� St. staz�t to slopes approximatel�300 feet from the intersection on a south easterly dir�ctaous. Tlie cul�vert crossings alor�g the zntersection were not clogged.The existing p�ans and mad pro�les sho�x�s that ti�e draizz pipe between Lot-2 and Lot-3 (�13821 SE 144�)were desi�to c.ollect surface watex from the culvert and roadside ditch. I could not locate the pi�e end, r�ust ha�re been buried or pave over due to �eavy vegetation and steep slope of the ra.vine. Sit�C is the subdivision signJlandmark,locat�d at tl�e SE corner of the intersection of SE 1�l4TH Ave, � SE and SE 142� St. The roadside ditch is at the west side of the landmar�. Mrs. Menzel has informed zne that that some time last year the Puget Sound Enezgy construction personnel has a� installations/repair project at the site.A#}er t1�.ey com�pleteci the work,she said�t�at PSE personnel forget to remove th� eroded dirt at the roadside ditch fhat was impacted by the construction. The izupacted portion of the roadside ditch is �pproximately 5p feet long b�5 feet�vide by16 inches deep. The continued erosion may even�tually bury/cover�d the ir�et pipe, SEE SKETCH A,T NEXT PAGE Rr�:. 1c, ��,;�;; ;; 3yNh�1 KINu C0. W�_RG NG. 22hi F. 34 ,, ___-_..� , I �2�continuation of sketch 200�-0508 Menzel) Water supply easernent as Outfall � �`�� claimed by �d;e ofcliff � Mr.I3elin ----^----�----•---•—•—•-----•---. • _._-----------•—•--�•— --�----•--� Drainage hed(IG'x16n � i � easement 1 � I �� i i � � � House j � � HET,1N � �-r� � LOT-30 j � � # 13702 �1 ! � ; � j SITE-A� � t i � Plant/oroktard Clogged(12°-�onc.Pip�) " � 1 ' � ' � - i � �a �---� � ; � SE 141$T ST. Clogged culvert ��� ��'' � Clo�ged culvezt(12"couc.pip�) (12"conc,pipe) `'� k3 `' I D �� �ater ponding during rainy days as cleimed by Mrs.MenzeL SE 1 ST. 139TH PL. 5E � N�'S Lot-18 � HOUSE 'y Lot--14 SITE:B ; ditch `� ditch -------------------- "'� '�-•�.�-------- _-- ------► Culvert- �2"canc.pipe SE 144�ST. � 6 .—...�....f.. �---t-------� I 12" conc.dzain pipe(buried) i j I � I I karhaniemi ; HOUSE j I # 13 621 � LoU 2 I � ' I � i I � ! j I • j --�.L._._._--------•—•—•------ '-----•—•—•------•—•—•�- •—•— Edge of cizf£ Outfsll I�IVINE vee next page for contin�ation o�sl�etch: 2001�0508 Nlenzel. — — .�� ��G 2261 P, 35 ArK. �1�. �1UU5 3: 39F'�� KI�J� C0. 'roLRC �- ��,—''"" I Fage-3 (con�inuation of sketch 2001-0508 Mezizel) , � � . rrrs � �� si�-c a , � � � S� 1413T ST. � CB � � CB(I.id;'c -tuc�;j �; 3 Broded side slope ` � ` _ �_� S� 142"�S"T. i � � l�'�' � . - - , � � Subdivision '•-�� o �-s.%�� �i��id � � `^ 'oL � Landscape � � azea R,,,�,,:;��+ ' � :j�'' ' � � ' � . I j IZo�dside ditch ! (5'�wide by 18" wide) . , _ __ � n C "� � . . . . .. _ , . � . . . ' . i1� n„�. 4. " ' ' ., .f. �.:.1^i' ��Y' - '-. - -�r . .. .'ri ....' �. .. . . .... ) ENGTNE�RINGr�VIE�i' oF DI2>;1� ��";i�' i_� i.I��� ,� I7AT�: f-1-2002 RL: ENGI�ERING E�VALUaTION�'OR CO�IPL.�,INT I�O. O1-050� NiENZEL All three sites are r�vithin the�lat of I�laple Heiglrts Addi�ion that vcras developed in the late 60's: Site A: Dit�h, cul'vert &roadway flooding at the intersection of SE 141s`St and SE l��l`t'�t Site B: T�itch& culvert flooding soutkz of the intexsection of SE 144`� ST and 139`"PL SE Site C: Roadside ditek�& cul�rert l�a�e been partially filled by a contractor SE of iz�tersection o�SE 141a`and 144�'Ave SE. COMPLATN'T CHRON'OLOGY: ORYGTNAL; 8-242001 FIELD INV: 9-5-2001 V�GIL PACAI��.I'�'� FIELD EV,A,L: 3-b-2002 AT,AN�1EY'ERS OLD PILES: 1992-00�3 at 13901 SE 1441e St (file not found "zn the research roorn files) BAC�£GROUND: Please read the �ftached complaint in��estigafion report written by Virgil Pacamptu�a. In a mezzio dated X 1-17-2001 to Ada Packard at�oads, Lazry Cettle indicated these drainaga concerns are related#o tlze condition and fiinction of tl�e road draina�e system in I��fs. Menzel's neighborhood. He zequested zo�s have the ri�ht-of-way system checked. In about January, 2002, Lori at Roads llivision 4 vactored and flushed the road drazziage systems at sites�1 and B azad detennined that the road's drainage culverts at these sites do not exten�d from the road ROW norrhw�st and south to the top of the respective bluffs. FIN'DI�GS ANA DISCUSSION: Site A: , The impacts at t1�1s site include water pondin���ith ice on the paved road surface, roadside ditch flooding and pri�ate yaxd flooding oz�parcels # 30 and#31 both Iocated nozth of the interseetion. Traet A (see attached pareel map) is dimensioned as a 10 foot vvide by 176+/- foot lor�g drainageJwalkvcray easement(5 feet on the ed;e of each parcel). Other t11an a short piece of conczete culvert located near��e Toad right of��vay li.r►e, no otber culvert could be seen witk�in this drain,abe easez�aent. Mr. �ielin, the owner of lut 31, said he znstalled the existing 1Ox16 foot shed in 1987 across'�ract A about 70 f�et nortl�o�the property line. There is notrung on the face of the plat docume�ts to restrict use of Chis area. The shed is Iocated abont 1.5 feEt £rom the top of a blu#'� above a long steep alope towards Yhe nortt��vest. According to I,ori at Roads Division�, the two south to north 12�inch concrete road cul�rerts tmde� SE 1415` Street intersection�ver�cleaned out in about January 2002. � ' 1 � _ .�.k. 11�.�� �L J, • J i .. Ara, 28. 2Q0; 3: 39PM K!tir, CC. '��'LRC .;- - . .,-� ., . . . . � . _ :.�, - �� �, .,�_,- � �.�, _ .r . � . . , Site B: `I'he Roads maintenance crew determined that the 12-inch concrete culvert draining soukhwest between the homes at 13821 and 13901 SE 144t° Sireet(owners Parhani�rzu and Bartel)deadends about 12 feet south of the south ditch line opposite the 139°i Place SE cul de sac. Based on telephone con�versations with long term property owners Mr. Parhaniemi and Mrs. Bartel, l'he south side of the street drainage system floods following heavy ra.ins but there has not 6een any damage �or impacts to their properties. R�Irs. Bart�l said she occasioraally cleans some silt and leaves from the roadside ditch along the north side of her property. , Site C: . At this sit�, according to Ms. Menzel,PSE p�rsonnel forgot fo remove dirt and gravel in the roadside ditch last sumtner following conshuction of improvemeuts to the Mapl�Heights Commuzuty entrance �ign area. � i This area relies on.infiltxation�into the local Everett gavelly sandy loam soils to deal With I stormwater. During long heavy storz�is soitze ponduig occurs in yards and roadside ditches. Zt is not reconunended to drain stonnwater off lugh bluffs in the area due to the steep erosive slopes below_ The recent cleaning of road culverts at Site A has already in�prov�d drainage in the area. PROPOSEll SOLUTION_ I I reconur�end this file be ciosed to a referral to King County Roads ?vlaintenanee Divzsior�4 as follows: � Site A: Residents coIIlplain of ponding vc�ater on the pavenlent stu-face in the int�rsect�on. Site E: . Na pz�obl,em identified. Site C This complaint has been previously re�'erred to Roads Div�sion 4. i , z . . _ . :,���. _ . _ . .__---_��-_-�^v--._-- A�� 1�. �1i�i!'� , 4�;rW1 r..i+;� �`v. �_�t� .��U, LLG� F' �� ---- - I\. J �: )/ I....d ' . ... . ..�_..'1 . . '- . . � . .. . From: ' _ i.riart Sent: 7 uesday,Jun� 11, 2002 1:07 PM ' To: Packard, Ada Cc: - Meyers,Alan Subject: diich cieaning hello ada, this i�:3ue ras a�reariy been back and foreh between ue but hopefully this is the last time. in november of last year, gettle refPrred some problem� to you. Lori cronin went out and vactored sevezal pipee which seerne to hati�e i[np?'oved the problems but the president of t3ie hoa still has a Couple concerns: 1) th� gouthwest corner af t11N intcr�ection of se 14J.st st and se 144t}� st. over time, debris has accumulated in the ditch. �he area relies on infi�tration �o deal with surface runo�f. wa�er ponds xn the ditch until it infil�rates. apparently water get� up or.to the edge of the road because the ditcri is full of debris. 2) similar to item 1 except it is at the southeast corner of 144th ave ee and se 1�lst st a�d that the matexial in the ditch may hav� �een Ieft by pse crews af�ex doing some �ork and cvater does not get on the rvadway. neither problem appears to be causing a Y_ealth or safety concern. we looked at the other iasues here after lori did Iz�r work. a couple of dx'ainag� easements don't hav� conv�yance systcma in �hem_ sinc� infiltrat�on in the area is working and not creating a hazard, we thought it best to not pu� conveyance in these easementa because they would outlet on steep, erodib�.e slopes and likely cause more problems thau they solve. if dot has a dizferent opinion o� the problems related to infiltration in this area, let mt ;rnow. Our �fle la c109ed. '� Brian Sleight, P.E. BSL6 206.296.8025 1 -- � a�r�.. ��'c. � ., 4;;�,����' K�NG C0. � � �,� �-0. 2261 F. �9 `�-��rEx ANn�,arm REsouxcEs A�s��N � ��G �vva�; � 1I A � I�RAINA.GE�YNVES GATIQN REPORT �" n � INvESTIGAT[ON REQLr�ST 7ype ��-- PROBI.EM: U� �'� 'EC�IVED BY� � Date: � OK'd b ; FY�,ENo. 2�01 - Received from: - (Day) � (�ve) �� Ir V(�l�Q pxoNE � NnME; ' ADD�SS: ���_ �_ ���'l� �L City ��� State �/� Zip I.00ATION 0�PROBLEM, IF D�FETt�NT:�I�/��� ) /�G/� P� 1 1 �.1 � Access,t'erjnission Grant�d � CaU F�r.�t (Wouid Like To Be Present) � �I� � ., ' , / Plat natne: ��bS�� �y2��� ��1�� �'-( Lot No: Block No: Other agencies ir�volved: No �eld investigation required ,. ��� _ � r' �:;�,"`y� �, ,, � �a S T R Parcel No. f(� ���.SyU Kroll�� Th.Bros: New 3 RbP Basin LuL Council District�_ Charge No, �ESPONSE: Citiz�n noti�ed on ��- a'� d � by: ,� phone letter i�a person —11-� �� G4�t�i'��T � �� `� ���.�J ��-1-.� u�►l.� �ii �. �2_�,J .r..--�}C� � A[SPOslTION: Turned to�on �/ by OR: No further action recomznended because: _ Lead agency has bee�� notified� Froblem has beeit corrected_ I�'o problem has been identif ed. Prior investigation addresses problem: SEE FI�:E# _ Arivate proble�Tl - NDA� will not consider because: Water originates onsite and/or on neighboring parcel. Other(Speeify): DATE C�,OSED_ �D/ 2,'L��02 By: � �/I0�4G�:�j CAO..��GT� — - N0. 2261 —P. 40 �,r��;. 1�. �1��i�,� � ; 4 G'r�,' k.:'�G C 0. 'J�'L RD --�- — —..—._..., CCJ111r�PY.AII�'T I�O.2041-0805 I*latno:Kesmeth Taylar � Inveatigated 8�:virgil�'a�amp�a Dat�: 12113�0�1 DETAILS pF IiWES��ATIOI�T , � i res �de�to a$ooding during a storm ev�t an l?J13/01 aL 4.30�M.'�intersectibt�of lQ9 PL.SE II I� � and S� 139'�1xL, was flaQded.The water l�ve�at t�e f�cil�ty D94515 (B,�ar Hills#a)w�s very high but �, not ovei�owzng to tha�pillvvay. Tbe faciutiy vv�.s a by-passt po�d.'Il�e gotld aa5 functioning weli,the w� water was flo�vin�tb�rvugh the coatrol strucfiu�and unio the orifice.11t�three catch basiz�s at tho irnc�rs�caion of the roac�were overflowing and surface waLer�vas Qowzng auto the zoad amd by pas�ing th� poud. It se�ms tt�ei#her rt is cloggcd os too much watez com.ing fram �49�PL. S�and SE 139��'I.. , 'Iha waber Ievel was�pprrnc.4-6 inc�es. Ii s�c�ns t�at t�ere wc�re too much water going t+�CB-4.I nbsc�'ve the gre�t�notxnt of yvator coming o�t from�►e 3 catch basi�s despxts the pond vvas warkiag.I spoke With Engr.�rian S�ates with regat�ds to the co�nditiQn of the flooding.lfie surfacs waier has not reached the housa,s around the area,It just stayed wii�in the edge of the]awn and$ide waiks.I a[so natic� th�t th�two c�tch basins lidJcoveT was removed&-om th�fra�ma, 'The T�C Ro�eds personnel aarives at arou�d 7:(lil PM and installed t8e sign('�Water on the raadway")at.t�aa upstrean��ed downstxeam of the �49�PL. SE. ' I reairn to t}�e sito to c�eck the condi�on of the ffooding and t�e a•ater bad receded.I spoks a�I4tr. Tay}vr with xeg�rds to�thB water at t�eir basement.He infnrmed m�thaL the water has re�ched their beatcr.I wennt to tho cca�vl space und notice t�aat tho w�ter was gvne Thc heatcr was a-�rkin�.It seezk�s that the vv�ater that i��acked the erawlap�ee snd the heater did no�t come from the surface water but from the ground watar&eeping uirto tha cr�wlspace.The clearance�'zom the etg.wl s�u�'a.ce and the base of the he�ter was a�p�.2''-4".I.vslked and drove to the upstr�am and found that there was a Iaxge draina�e faeility that��as discbatging«�ater docvns�wa.Tf�e drainage facility was part o€the new lsrge da�velrrpmenL that was being consttuctcd at SE 128'�$T.Tt seems that tha waier fmm tkis f'dc�ity was disch�ing mu�h amouM of w2cter d�t may bave cot�tri�bntTrd to rise of the watcr levet of the pond (ll9051�). The amous�r of water clischarge frozn the z�evv developznent has to be address in tha fliture that may impact�he facility A9051S.Tlte facility is locatsd within the R�ntou jurisdic:�ion. I tepo�ted the clogg�d cateh basin at t�te indcrsection vf 149�PL.S�and SE 139�PI,.KC R�ds drainage Lot Iino. s��,�cu.rrr sx�m.�� ar�,. Z�. 1UU5 3:4UNM :�1NG C0. WLRD N0, 2261 P. 41 J v',�.n�4e..4���.�,-,'Q� _ ..,.......�.�b.s.Ods,a. � ' • � i� � . •, Fm: Len hahnlce RE: Engineering Re��iew for complaint#2001-0805 Compla3nant: Kenneth Taylor 14920 SE 139`"Place Renton,WA 48102 Bacl��rou�nd Called compaivant wl�o said problem had already been corrected. FYn�dings Checked�c+rith Drainage Tnvestigator,Virgil Pacfunpara,tivith regards to complaint. Found out the problem was conected on�/29/02 by removin�debris from the conu�ol structure and rernoving the trash rack at tl�e outlet froru CB2 to the pond of facility D90515. NDA,Impact Score=N/A Options anci Disc�ssion Pronosed Solution File should be closed as problem corrected. :�'DA Priority Score=N/A "���. 22b1 .J ��, �� -, F'. 4� �� Rr��. �c. 1�;ii; 3: 4''1��ti�1 M '.`��a ��.,. �yL�,�� ', °-�----"' �ING COU1�T'�'Y�VA1"E�Z AND Y.AND RESOURCES ATVISION ' �� �I i ;�� �R�INAGE INVESTYGATTdN I�EPOR�' - IN�S�'IGATION REQCJEST � f Type III �ROBLEM: ,,Q �_ � � �ECEiVED BY: Date: OI�'d b : FiLE No. 2��� � � R.ecei��ed from: �� (�ay) ��� (Eve} �� �1AME: PHONE !.���=.f.1�� �.on�5s:_/ca �-- 3 ��� /��'�`' ��1Ty s�t� z�p��� , LOC�ATIO�I OF PROBL�I�i, IF D�TEREN'I': ' Acces's Per»:issinn Granted ❑ Call F�rSt ('OVozild Like To�e kresent) m ��n��d� '�-"�N�/' , L`' u'L'✓ . .�. � y - -�he� ��ti ��c,�2 . ,�-Q- �o�� '��i�'� �J� ,��� _ �o� . :� � . 0 . • , � , . Plat name� Lot N'o: Block No: Otlxer agez�cies i volved: �Io field investi ation re uir�d ' ' _ ' - �ur� a -�,f,-�.,y.,... .. . �, �. �.,�,.�rr.u,�,,.�...; ���,`.,� - =;�'�s:iaE:�� �'��� ��'�o��;i�'Xi�ir.�o�4�vr s;��;�;:.:,:.�. �;,J:�,;w- ,��,"'N V. �� �.;�;.�. �` �. . . 1/4 S `�' R ParQ�l No.Sl o�, ` � Kroll�� '�z.Bros: I�e�w RDP Basin�l 2 Council Distzict— l� Charge No. `,`� R�sPolust: Cztizen notified on �� lg -�� by; ✓ phone letter m persoc� � -� h����xy}�l�.,�-�j � ►�� �� �'��� ��'�n� �-�c�- `��,�. �ri�s��.�nl� Fvr�� �?�-ap�� .�n�� �+(t� ,�, G,�-o=i�ch-I�c '� -�c� �-c-oa�c- oN -� �����,fl�� �r���-c�������� �,-� �,,��� -�-� ,���-'s DXSPOSITTON: Tl,�rned to o�n ! / by OR: No fi�rther actxon recommeuded beea.use; L�ad agez�cy has been notitied: Proble�n has been co�rected, No problena has been identi�ed. �'rior iz�vestigation, adctresses problem: SEE FII,E# �„ Private probl m -NDAP will not consider because: �VVater origxnates onsite and/or on n igklboring parcel. _�Otk�er(Specify}: XJ A.TE CT.,US�El3: _ / / �� �y: 5' � �c:� � /1�� ��vV-r.�f �� f rnp�;-�-�--r; ����� , C.c�`�c�u�+ _' � L V. L U 1,�7 �.41i F �'" ��� �V�L �1.�. W �,,������r'2'y'� �< gP�i �. b ..c• � /� -�—�—,. }. ti]t,'` .�� 1,'A;�J rY 9' t��yyr;y'�E. .�,,, �t,"-T-vvA��i � . . T� .Y s .t^ ���� i� r� f�' ?r d' 7 � s �c � � �-,F�� 1 ,r� ,.� . t,`.G.: � '+' �...C, �7 a � '! <C k�� � ,4 ,- F� x�.'` e � c � �: 1�""?'i` r�� �'� �.�`a- �r..r,:,r�aT'F'v t ,.t'4� £ e'2 Y rrSr� +_`r x r�>�Kc.�1: °� r��hhS .�,i,d�.t�•��,• � .. �':' `1�.,'�.3��e�.s.�''�Sl�� .r�y�'r,', '�; 1�1 WC �aU111TY' N�: �s �s.�R ����5= �a223 S� 146�ST, �N�'p�� ��• 95059 ������ �N'VESTYGA�.T`�ON REP412T P�O�: (42'�226�0252 �LD�iVESTYGAT'[ON D������STTGATIpN_ 01�0$-2002 � 1NVESTIGAT.�D$y. yp I�sve�t to ilte residence uf Iv1r.anQ Zvlts.Kacser on 1/08/0�at 2�OU1'M to i concern that the ciiffoverlooltin ttvesti�te a land slide complaint_M1s.Kaeser bas T�P��►es of Mss.Kaeser�re twa cotnbined lobas slid�'rom her backya�d. to the west y , (�t-10 and 11)bonnded by the fnllowi by Lbt-12,to the eest b Lot-9 and to tIte south by a very sd$ravine over 1o4kin�: to C�G naxth by SE 146`�S'I',, Mts.T{�es�r h8s in�pr�led me ihat the lahdslide�ap�]� g�dsr Itzver_ af the cliff has dropged f�o a c�tain 1eve1, I not�that 6" �����e�°.She notice that fhe hedges planted near tlae edge �ra�npipe collects all the roof drain of tbe P�I�r�ted dc�tnpipe�cttns to Ll��spot�were the Iandslide oc�urred.The $�g��i it disct�arges water tovs�ards the cli�rt saems thai ttaei�e was a coati.uuous Iat�dslide in the a�ea.Mrs T�aeser xdentificd so�e uf the�ve taLion/ �the�avine by appm�c,20'-3 0'to get�a bett�er viv�v of ihe C1iff. I could not go furthez down due to�of their yard.I wcnt down to the S1dC Slope i5 50R, sahu�ted and ihe Slidirig/CtOded ama�y��� �'Y VEge�BhoA I clbseIVed th�tf I nnti�ed another 4"perforated Pipe thst comes from Lot.9�nd nuts - slideleraled area indica ' �tv t�►e clif�T also obse�ved a wat�r flosv marks at the land �ng tbaC there was sur�ace water Ilawing mto the zavine.I did not notice any main drainage P;peii�e that ot�lefs to the Tavihe at the spot w�e the coz�nuous s�nail lsndslide is zvnc a�d east a�'the a�t was Cedar River Btuff tveie a big landslide oacu�.The prop�rty of Mrs.�Saeser is at the I�ndsIide has informed me tt�f Lo#-10 was candemued d��81he�ebtnary 2001 e�rtLquake.�.ICaeser g�aSe, their so11 ��y'�r could nnt buiit ott the lo��he a]so add�d tbat ivhen t1�ey built Ihe �pert recommended to the Kin vhen Mt�.Kaoser shnwed to me a metal t 4"-6" g��Y�the oatlet o�the roo�f'dr�in a'�Il outlets to the ravine. P I� di�meter thai was buried SS fest deep`'�ticali�anci showed W me ihat the watcr table is appmx 30-�'eei.�ie said that it was installed to zdief the Fressuze at the water tahle.Zt 9aemis to be abandoned water well. Mi'-and Mrs.Kaeser wanfs a technicai assistarice to ibe problem. CB � ;;;:': 'n i C� NTS � SE 146'�ST_ i Saeivs Co be as� i . )� �„ abandoned well i • � et � / �iouse / ' gA�$R Gr�uage � �' ' ,1 % Lot-12 #I4223 � �iouse 1 � � : g i! , Lot-9 � ' . %� � 3�_� �! • 1 • j 7I-feet j , �' 1 � �1 . � % ' : ` ;.;;��.`� � °■ • � g K` . .•.- ..�..�..............�,,.....�?F., � �EVATION-D�OP 7 • ^�•�- `-�-- , �� . •.r•-�Y 'I�•� , ^�`fcv ""'^.. �.��.�_Y— `^ �.....-�..�.�-,.... 1 •,.-"'��.���.����������.������� r���� __,��^ ' _ � .. �„�.��`T��•".�-..�..�.�--�-�....." .�,r..--'--__-�,�:..._..-_..._y m.w_____..�"!�:-.--- �- _._.�.. �, .�•• r: �.,_.._.._.. -. _._._......_��.-----�_' � I 6"and�"diam�tez'- I ��. —• � ! perforated drain pxP� , r (5eems to be al�the�vay �� STEEP RAVIN'� down to the cli� �� (�A������Tf��D� CO�TTINIJOU"S EROSION/SLIDING (S�me bare amas) I ��. .• .•' . �.• .• .�,. ��. ,• �� ��. --••''����'�• Hrr�. 10. 1�?U� j : 4G�M r'�,IfJ�u CU. W!R.D (�0. 2261 P. 44—'" o--s, � i 1� � �ING COUN'�'Y�VV,ATER AND LAND RESOYTRCES D�VISZON �� �RA,INA.GE I�IVESTYGATION REPORT 1NVBSTTCrATION REQUBST "I� �_ PROBLEM:�`� , ��EC�rvPD B�'• � Date: OK'd b :�V�"� FII,E No. 20�2 - � `a Recei�ed from: _ (Day) ��� �Eve) �� N�E: �V1/Y� � 1 PxorrE �7I - �,(� . �nFtEss:_/���5 �..5��' �(j,�i��City �in__/'� State Zip��� LOCATION 0�'PROBT.Ehi,IF DIFFERENT: .Access.Per»zrSsion Granted � Call,First (Would Like To Be Present ���1 �l`�3���" s��}'��`�. �`j G �,Pi�. � � • - � _ � �-, (� �� c� �'�� 1 S6 � �� a� ��� ����, � � � �. �� � . . �� ��� �,�- . ��c- �� c�� G..� �� �: ti o� G.Q�����-��- ��c�- . �- �� �- �� � �� �� �� ��� �� �� � ��� � 1'lat name: ���(�tfP/l� � �LC/11L .���,�� Lot No: Block N'o: Other a eztcies invoIved: No field investigation re uir�d � , .��,. ti� � �..�-. r......o--_. � ,. . ,� ,.� .. . :;�AsB1E��CQ�1�'�'a�l'E " �`~' i ��....v„:';�:F:',:w..:�;::; --�,t-„ :_...��?..M.,���?�. r��,�,�'�� __.�'__ :,�.- ;,: � �,.� . ��a S x R 1'arcel No.l��l�3`T C��7 Kroll�� Th.$ros: New _ k�DP Basin� Cou�tcil District_ l�. _ Charge No. XL'SPONSE: Citizez�notified on � � by; ����hobe Iette� in person _ �t'f /`� M��;,a�� lt.s �� � n�°�4yNE t���.m�i� �q-�� �- F l t s � P��t� PR���'h. '���c����'.v�� �t�s ��W �C35��r���r-� `t��D����� P�ca�,�� r►�1P [���-- a�U'4� s�I3 ce r�s 't'n�� , DTS�OSITION: �rned to on / / by OXZ: No further ac�ion recommended becauso: Lead agency has been notified: Problem has been corrected. No problezn bas been'idenCified. Prior xnvest�gation addresses prob�em: SE�Fr�# � %�_ Private problem-N�D.�,,P�a-ill z�ot consider because: Wate�originat�s onsite andlor o�n neighborin,�parce�. .___�Q_Otl�er (5peci#'y): DATE CLOSED: / O�/�� By: �,,,J '��,,,,_- I<�,�(`/, . p�U.t �r�r� ����� � R� r:�h. 1�. 1U����' : 4i;F`h�` , '� � � � '� (' -,�, rr ^ _ ' y,,3, �Y 4 , ; �F/���r�v,[h CC �'L F ,.,. ,���i-�u, Tl,... ��r.. d 'T , t ; . :; '��\'�'. � �h � ��� ��.---�.^-- _ ,c;',f.r�•;,� ;:}�!?� ��T'YF,'J�;y?,.�?:��^�;,.l�j,y,"�.y-•i.�K �•�ryfY,..r�-f- e �?. , iJYt.�y'', �F�,r n �r� �! ��' . p .. r L �:'S�2 �e � , ; . , 4i �y.} �q�r i 1; �.p. � ���S ���' i ti . �.. � '1. � �' � ,�,; �' ; . ' .y.�� r,•..a r�� s 'v�. � � � . wP,' � �+:'ti� . :� �� .� t' Ll 4T� � F�4�1'„'1t r S. � g�� 3 � 1' V � 1 � � t re �' y�` , r�ti.• �t>y�{�7 y{3(��r,s <.vy � 7':S`f,� b 1`'� 4��� 7 vv >1 Ah:��N1. tt�+• f cpx,f, F '$i-ytirl'r .�i�3,%1 � 5:��>'; . 1 r � vC� 'ai.'a�Z.* '4.�,�,���. �' 6��P,>?il(§..e�' �X�h`S''`,A i-�w��'a yy�rt��l�tl'�`5�.irr7 A�-�7 i.K.,f�� `�� .}.,n" 'e�r � .h� . . ,,;�'S��e. ;.�F.'}; .,;�� S Yrt`�t �it f�'f �`�'�rr.'�t�` ,��,h� ;Y�� d`t'fY��. �? �.n. t��5,Yt"�Y„'`S{-Y4,$°'J l��7'j Z`y' dC �.�N� �awN-r�r N�:����8� �{� �� - .. ADDI2ESS: #13615 156�AVE. SE, REN'TpN, 98059 D�tAINAGE IN'y�i STTGATYON REPORT P�Q�' �42� 271�5016 ' F�Ln IlvyESTI���ION DATE OF INVESTICrA'Z`ION�� 01�2Z02 INVl?STIGA�gy_ v�g,�pacampara I w�ut to t1�residence of Mrs.Anne Webb on 0�l22/02 at 1:30 PM to conduct a drainage investigation.Her eoznplaint q,as tha��e water��as iunning down on 156m A've. SE_and cvts aetoss her dziveuay.As a result her yard was covered��ith mu�That Matury froni KC Ruads ref�ened her to WLRb(SWSS),M�iy had her caal Glenn Evans(re:NDAp)and Glc>an had hex call SWSS. That she believes tbat a berm may help her,bal#She dQes�`t want to dump et'�rythi�g on her neighbpr. I The rveather R�as�ne during the ai►ves�gation.The to south SE 137�S y � ���of�. �ebb are hound�d by the#'ollowing: To the east by 156`�Ave.SE., �' �,to the R'est b Lot�46 gnd to�orth by X.ot-1. The pr°Perip of Mrs.Web11 is located on s from narth ta sauth di�etion.The dri��eway of Mrs.Webb seems to be coll �c�ual slaping tenaiu flows towards dri'��eway and un�n the front yacd and peroolaics.I notice traces�pf�t�a the dn'veway o�f Mxs.Webb Her cancern was ', the flooding at their�-ay�that it was very slipPeiY>t11at she i5 concem of her safety being at the re rid of the deposits of mud,gravel and sand ai the frout yard swept by the water P ��Y s��,thai tivairts to get done to eliminate the run-o� She said tbat they move�in on I�Tov.2001 and the h����rm events. 5he wazxts that soznething can be tkie crawl space. I went inside the crawi space and�otice it was damp and we2,but T did noC�see a sin ding�wat�twt aere was� ter af ane� poo ' g in iLe s� z3bT�sr. � Slope NTS - House � Lot-1 I Dri��eway t I � I r � /�W 1 . —__.�.-------•—•------..�__A.._..�,-�.__.._ _..�__,.._ .__. I I ���;;��. � � Sur�ac��yater � `'�';��,'�`, enters on thi,y�i � ,�_��';. Si � I , Lot-46 I : � � I �1,} � ! Webb � � �13615 � � � � 3n�„� � I �� 1 Mvd,�v��, ! j and sand � I I SE 137�ST. � I I � I I I r hrr. �. � . �:� �� :<<rti^ �<���,a CU. w�k.0 N0. 22b1 P. 55 �J �r KING COTJNTY VVATER A.ND LANn�.2ESOURC�S DIVXSION �� ,,�� l� �P �'�--� r�Z�� DRATNAGE INVESTIGAT70N REPORT 1NVESTIGA7TON 1ZEQtJESi' Type FG�Z PROBLEM: �C �bNb OI-� S tT�_ � �0 , 0'� �CEIVEb BY: �^Iv�N� �-�- Date; ��� d 3 O K'd b y: F�L�N o. z��3 -Q�`� �2eceived from: �<G.�d_T" // (Da�') �� (Eve) �.-_� NArvtE: �`�G�IZ- � 11.�� PHONE Z J S_�'�-,j ro 1 ADDRESS: �LF'�Z� � � / v l�. �� S�� City State Z� P �ACAT[ON OF PROBLEM, TF DIFFERENT' Ji/ �'-y� / � �J�,r ., 6�� ��i ` G� �'� 1 � C Access.F'er»:issiort Grante�' � Call First (Would L�ce To Be Present) ❑ ��-cl� C��/(�"�P� OR<i-��,e (,�� . ��, � �, //� � l'� � � � ✓ 1 �, �, � ��, , 1'lat narue: �(L t-q� �-!1 L t-S ��" �.�9� J,�s Lot No: Block No: Other ageuczes involved: No field invesd ation re uired . �,.,.Y_:��.:z:F��a.� ��j � _.a,�µ��'1{{��1[ r.y�:{�y-rI ry�yy�r �{�LM.y..�...�.�..,__.•�_r�_�� , , �w� . ' �-m�M�;ti�'�"S OfY������C^�'�'�v_n�•!•`±�y �=T.����1�y��j ,i�I�. .KFan�� �vrw�^� . ..,7:ta-:• rt� ..��-". ::�� a ti'. � ?��- /. l �4 S T R Parce��to. �����X.�-� �KFoll l b'V Th.Bros: I�Tew_�7_i� RDP Basin�L� Coun�cil District_�_ City� Charge No. - ltESPoNs,�i: Citizen notified on by: phone letter in person b1S�051'I'7[ON: Turned to on / / b�' OR: No furttter action recommended because: . �Lead a�ency has been n,otified: I oJ1-�5 {�/���,��(�—�i�L- a�°� Problexn, has been coireeted. No probleni has beez�ydentified. Prior in.��estigatzon addresses problesm: SE�FILE# Private problcm -NDAP�r�ill not consider because: Watec or� es onsite and/or on z�oighboring parcel. r� Other(Specify): � cLos�b� ;� �3 -� ���� _ �' ,o B,. �2��7�5 , . + � �'h. L�. �1 U U 5 j:�'1 F'(v1 k� � �, �ti" � ' " - ;; � . _ _ , - � � � , � � King Coun�i a f, �� $tORnwhtCP'`�rFv ;�s_x3;. ,�, prioriry: 4 Resid2lltial WD V'JorkAutho�fzat�u�Y'` I Facili�ty: Briar Hills #4 (D90515) Mainten _ , ' ,�� � ' ' � ance Division: -��1=..- '� 1A�005 149th PI SE �� Thomas Sros Map: 651,��;.; �� � ���'�=;�, �'i , .___ � Checked: 2/20/2003 Andrew McDonal Dr[ving Dire�cEions: From S�. 128th st,take 144th Ave. SE.go South.Tum IePt onto SE. 142nd 5t.tum IeR onto 149th pl, SE, the pond is on the left at house#14005_ Special Equlpment: W�RD Motes : Dats/ Num Yask Nota Units Amt Initials �M22 Clean Conveyance Remove sedment from the following catch basin(s):CB-2, ea � � � CS/MN CS/CB-1 I I M24' Clean Conveyance (2emove sediment from ihe following conveyance plpe(s)at the Systern (pipe) following location(s)and dispose of sadiment in&ccordance with applicable regulations: Pond to CS/CS--1 Pond to CS/CB-1-Pipa:Pipe fllled with tock and sedimen!at CS/CB-1 end. M28 Remove Trash and Debris PiCk up and remove all debr"�s from access road.Dispose of material offsite. Access Road :Cfean tree limbs that have fallen around pond and any other vegetative debris_ I T05-M I Miscellaneous I Remove length of 30" Pipe left along fence line at southern end � Facifit �I � Maintenance yl of tract _ 1 � � I� Authorized By : . Date _ Work Completed By: Date • , WA# 20745 NV/�1_Sinale CL) Page 1 of 1 2/20/2003 ;,r �.. �c. �,. :; �:4�-�; r,. ;u ��._,. ���'_;�� NU. 1161 F'. 5�� — �� ••� �ING COUNTY�VVATER AND LAND �SOTT�tCES DYVISION ��� �r DRAZNAG� IN'VESTI�ATTON REPORT ' INVESTIGATION REQUEST Type _�� � pROBLEb1: �r r� z7 � �CEN�p BY: Date� � OK'd� ( L k`ILE�10. 20�3 - �� Received &om: (Day) �_—__1 (Eve) �.—,! NAME: PITONE �� " � �1.� ADAR63S: City State Zip IACAT(ON OF P�QBLEI�4, IT'DIFFE�NT: ��/ /I J� I!���� �'!L� ' ���`j� .�CL� � Access Permission Granted Call First (Woul L�ce o lBe Present} ❑ . � 2�I�3 • �Q �-O 03 � � ��� Q��/� U`� — O � . • �� �, �'e�� �v�. .��v� �' .��� � `��- �, � �� ,� _ ��- � � �� �� ; � � �''' �, �. ,��. . - , . �. . � �, �� ���, � ��- `�' `�� � ���� � � �� . �97�3� w� �� - Plat nazae: Lot No: Block No: � Oth�x a�enczes involved; No field invesi7 ation re uired � ,��,,x,_ , . . .�.� , . ''�'::.,'�'.�..X.i��.n .r,y, 'ST��Y � h. .�y,in �yw�Y,i �n��!`,i�;,,�;,.����ri:�i,-v"_�L..� ....,,. n..... ,.�.a.m.• .� �D, ` _ �°;i,;;r-;�,._.` �^W.�, ' M. l � - - - �'•`Y' �' ��'.„ _ r::... ;�; y;„'.G:"'.:��....,, � � - l�a S T R Parcel No.l���(��(�7�� Kxoll a s Th.Bros: New � . RUP BaSi�a� Cout�cil Distr�ct � City Charge N'o. RE,SPONSE: Citizon noti�ed on by: phone letter in person � r�,�► P�!-�t�Gg+-��.p.+nN��'t�t-ft�� � �t�ty ��� i�►��..-�, .,�'t���w�1� ����-rtwK�.��s ��.c_. ��f�� �.�n�.. -- ��i �� .��-'�Ds art � �r-� r�vf��'►��n oi `-�4� �-�-:�-�D�"'�fu'hu�y°�►� DisPosrr�oN: �urned to on / ' by_ OR: No further action recommended because: _ �.oad age�cy has been notified: - . . rroblom has heen conected. No problem has been identified. nrior in��esti�gation addresses problem: S��FrLE# ��'ri��ate probl�m-NDAP'will not consider becausa: Watez originates onsite and/or on eighboring parcal. �Othe�(S�ecify): _1 E CLOSED; (�,' 2� CJ� H�y: �'Tc��WI ��"�rT ���� ��� � ,A � , � , , N0, 2261 F'. 61, �h�.. 28. 2�����-<, 3 43F'"�1�:. .�.a_,f;1�d�� C�. ��r��.� >���.�:...,�-:�, , ��.;;,,� ..; M_�•�����.� ��� r << �: . � ,;,:. r,._ , S:�;ti ,���• ���� kLY • . � "1.)i$�:;��.�'li�i. FII,E NO.: 2003,00702 � K 1 t�G C Q U NTY NAME: Mary A�n Amu�ndsou ADDRESS: KC Roads PHONE: (20�296-7715 D�tAINAGE�ES'ITGATION REPORT DATE OF ZN�STIGATYON: 10-22-03 k�IELD INVESTTGATION IN'VESTTGATED BY: Virgil Paca�npara I went to the xesidenCe of Mr.Bobbi Lane to lnvestig�tte a drainage probleva on 10/30/03 at 3�00 PIvI.The complaint was that durin�the storm evezlt on 10/20/03,Ms_Bobbi Lane teporfed flooding.,Zvls.i.ane li�ves inside the Ciry of Renton.The City of Renton be�ieves that the drainage problatla origiz�ates f�ozu off ROW con�vey-ence aC the N!Y<K Baptist Chvrch Mary Ann Aznundson of KC Roads responded to th,e call at aroand 10:00 PIv�and noted that the ROVJ couveyance was near capacity but not ov�ezflowizlg. I ntct Mr.T,ane and spoke to hi.m aboat the drainage complaint She s.UoR�ed to me the spot vvere the w-dter flows froxu the swale/pond o� ZvILK�aptist Cklurch azzd the location wexe the water entexed his properry.He also mentioned that the a�ater level at the pond is higli. Duri�g the investigation,we met Mr.Keggen of Santana Construction.Mr.Y�egg�n is the project lead of ihe on–going eonstruction pzoject of NE 10'�St and Anacortes A�e.He mentioned tbat tliey took An old Gatch basxn at the interscction of,P.nacortes and 10'�street. The water has risen in the area dnring the storm evCnts and water was shaoting up with no access;Eor the�t+�ater.He said that they hxve inst�lled reccutly a new catch b�sin loeated at the NE comer to replaee the old one.Thes are�replaeing the existing eom�eqance pipes alon,g 10'�StreeC with from 12-inCh to 1$-in�h pipe and along A�acortes�vith�ew 36-inch pipC line,�Te men�ioned th&t he spo�Ce to the ML..T�personnel�4ith regal�ds to their(MI.�)drainage problem.He told tltem to wait un�il the pmject is fnisheci, t�at it may so1vC the drsinage probXem in tlae area. I spoke to Mary Arua Aiuundson over the p�ione abovt the flooding during the stozm ev�nfs. She told me th�tt the pond/swale is ruunuig in full Capacity at the time she�vas at site(appzrox 24:00 Plv�.The water is not aver�lowing the banks.Tfle street(downstream)wa5 flooded and Cit�of Renton was punaping out the water ai the consbraction site_ She believes that the constttiction iin the xre2t and the steel plates Iias cbntributed Lo the problem(all tvith in City af Renton), It seems that the��ter at the pond/sw-ale has risen in full capacity dne to ltigh intens,ity of the rai,nfall/`water zunoff at thc hnge asphalt sud'ace parldng lot It kAas impacted the flow fz-om the swalelpond towards the contro�structwt�e.T'he on-going construction along the 10�StrCet and Ana�ortes has impacted and restrieted the water flows from pond/ditch o�Mix Church to�vards downstream (Anacoxtes)- A r+elated complaint was recorded(1996-2033 Dotson),�cater flo��5 from paved parkinb�ot af the church onto roadway tl�en onlo several n,x-rt;ec 0 � � ew pond �� ML.K CHYTRCH PR4PERT'X � . (On going construction) (�} �, /CB, Pg�d/swale � NTS --- t-------�----• f--------_---�_ KII1G COIJNZ'Y JLJRISDICTZON ,� � " _., � . . - - - - - - - — - - -- - - — — .. _.- - --- - �__� CI'I'Y OF REN`I'ON � � � Surface water � Residential Houses t Lane ,� t entered here � � #95R �j p��,ir.Lane �ipe to be zeplaced from � � � � � information. 12-inch W 18-imch per � o .............•-......._..........,---••-........_:.�. .... .. J� �... ' �zemerton Court dirt road 1 . •. � Mr.Ke�grsl Infom�ation � v, � ) I '. � .. ....... .......... ..�...... ,..................... ......... . ( � O ) Pipe to be replaced Newl��installed � ��dential�-ionses Roadway rw�1s flooded � durin,g the Storm from existing pipe CS('I�pe-2) 1 Existing CB events per Amundson t0 36-inCh. }' ' was remnvetl in�ormatiozt. 1 1 .�y �S��Y�/•�I�••YI�•��•� •�Y����..,�. �..... r 1���. •••• i � � _�N'ACORT'L+SAVE_ , �..•' � i3 , I .Ar�F,. Z�. 1;!;!5 � : 4�F�vl KIhG C0. WLRD N0. 226' P. 62 ���r KING COUNTY WA'I�R AND LAND RESOYJRCES DIVISION � `� I�'J DR.AYNAGE INVESTIGATIOI�T REPpRT � INVESTTGATION REQUEST Type `" `�'` °�tOBLEM; . t�-2.1�fl 3 ,cck,CEIVED BY: L� Date: OK'd b : FiLE No. 2003 , Received from: (Day) �� (Eve) �� NAME: PI30NS �� � 03�J 3 ADDRCSS: �(1�� i�� ����Cl� Still'E zi� ���j LOCATION OF PROBLEM, TF I�TFP��NI': I /�O� / "�� " /� , ,/) �� ( L ._� (�{it/C/ Access Permrssiort �xranted � Call First (wou]d Lik:e To Be Pres�nr) ❑ � (�� � � �I_ J c(�r.Uc �t' 13uic,p :,t�, �,�.f /�v��� s��c �I��,-��. ��.�o aUy�s D2r►���,��;��,�a �u,rL�r CGt� c�l� �Z��15. >'�'A.u'JCr ro C'L���ii/-c�rTG��:'/"� ,�./��� 5 ,Pi- ir'rrfrEr-i�� � b2 � � Plat name: Lot No: Bloc�.No: Other a enci�s involved: I�7o field investi ation re uired � _ _1.� _ --.. V����� �� ' �....2. ".�_�,r' r,... .z::.,�.;�w:w��"�4�:.c:.,.;....W:'.:�"» �� �4 �k: o--sn w. w.rw M ��r•^ � � 6 l� 1/a S T R Parcel No..����So��7O'�� Kroll�� Th.Bros: New �7 RDP Basu�.�i� Council District�_ City Charge No. RESP"ONSE: Citizen tioti�ied on _2��/8"�3 b�: phono letter _�i�person LrrL��r,��� kwow rNr-�� u��s �/� �s�o��s✓!�- �,�.� ��w ��r�eoc, ���L�Ty, SF��n��,��- �� ,a�r��� ��-k���, ��ms�-�� re wl� z� � �7 � %z DLSPOSITZON. Turned to on / / by OR: No�'urtl�e�r action 1�ecom�,uended because: � T.,ead agency has beeil uotifed: �d � 5 YY \g'1��� S�`C ��� d�.S . Prob�em has been corrected. No problem has been identifted. �rior investig�tion'addtesses problem: 51��FX�.I�# �'rivate prob�em-�ID,A.p will not consider because: 'W'ater originates onsite and/or on ne'ghboring parcel. � Other(Specify}: _�___'E CLOSED: ��/Zd/�� By: � Zdq7.5 -� - � -�, �� ����a �� 't��r�u� �. t.,�., �:.: •..:,,. . ",:,,;;;,��.,,�d0 2261 . P. 63 _ r�-� - -r`, .. L� L'�. . .� J'� ��.' ^^ . • a' :p�y �e'r,�.}• t` 'y...,t� �� - , y� �;s:i;f't���i' �' ' K �E��o. 03-0$21 FCR � KI N G C O U iV�Y ,�A� KAREN SAMSON Department ofNah�ral Resources �DR�CS 13812 -SE 121ST ST Water and Land Resource Division p�o� 425-235-8363 ___ T�a��,cE 626-H7 805W 11-21-p3 DRAINAGE M1V�STlGATION REPORT Y��LL��.GE 2 nn.� �IELD 1NV�STIGATION �r�'T.AI�'ISION �1vITTAZ,S-A1AM DE'X'AILS OF INV�STIGATXON: COMPIAINT STATES:FAC(LITY FULL OF WATER CONCERN�D PIPE MAY BE BLOCKED_ N SI�E VISI7 ON 11-18-03. INVESTiGATION FOUND FACILITY D91081 WAS FULL OF WATER. CI-IECKED TNE CONTftOL S-tRUCTURE AND FOUND IT TO BE IN OVEFt�LOW.OUTLET FROM CONTROL STRUC7URE IS TO NxS ROADSIDE D1TCH AND WAS PARTIA��Y BLOCKED WITH D�BRIS IN DITCH.CLEAN�D OUT PIPE END IN DITCH TO ALLOW FACILI7Y TO DRAIN.TRASH RACK IN BOTT'OM OF pOND WAS NOT BLOCKED.Dlp FIND THE CLEAN-OUT GAT�TO THE CON7ROL STRUCTURE HAD COM�OFF AND WAS HANGING IN THE CATCH SASIN. WILL PREPARE A WORK AUTHORIZATION TO HAVE TN�S REPAIREb. SPOK�WITH TNE COMPL}�tINANT AND 1��T THEM KNOW FACILITY HAD PARTIAL Bl.00KAGE AT OUTLET WH1CH WAS REMOVED AND FLOWS SHDULD GO DOWN IN THE FACI�IN.COMPLAIN7 CLOSED TO WA#20975-1/2. NO PHOTOS TAKEN SE 118TH ST w � � � s�r zi� a � I S Q F- F' Y a� � ' }. M M a �- � �t � I x � � u TRACT B '" ' ---� 0 I y -- - -- I� q � POND 6'WOODEN FENCE 7�nSH RACK �--x -r.- ac-�--. --►c -.yc- ac-x---x--ac --� -►F-�-x--� -w- ah�--x--�c -ae- - �^y��++�M'{� 20'-tc c �---_-CB-z -----__ -- 400'DRNNAOE CHANNEI ----� -`.`_ 20'-t2' P .Tf"=• �.,,... �� _ � _ ,�. � csicq�� ,95�.,z,�t�p 10'-13"CM,P 140'pVARRY ROCK Rlp�qP pAD � -.-. ���---�-'�---------�-----�- ---.���---���---���- ZO'-�2"CA1p ' ED'ROW A.ND DRAINAOE EASEfAENT � � RIPRAP PAD � l � QI �uusE a R `Y ua�z � I�I _ — _ � h'0. 22c i F. 64 .—" N'r:. LC. C:� . , � : 4��'�vl �.1'�'a �U. '�ti'�h� �� K.TNG COUNTY WAT�R AND I,AND RESOURCES bIVZSION rv� �� , DRAINAGE IN'VESTIGAT�ON RE�'ORT rNVESTIGATION REQUEST �2/� Type � "RO�LEIvI:_ �L�s-� �(aiC t�� � 1ZECEIVED BY: �- �'�-�-;-�� Date• L �I I�o3 OK'd bv• F��,�No. 2003 ��Y��S' Receiv�d �£rom: (Day) �.-s (Eve) �� NAME: �-) f�1rL D PHONE �3�� L�,�� 7 •— i ADDRESS: ��r�Q �'� f�/%/f �L- City 7���v�✓ State_f�✓� Zi�. 9�DS� I i LOCAT101�I OF PROBL�M, IF DIFFL�LENF; Access Perrrtrssron Granted ❑ Calj First ('Wou1d Like To�e Present) � /V Gs(I �t-?��-Z d�'s�v-xJ? c,rJ/T/f/.✓ ��% d/r ��`/�dN ' /���'7�"n� � � D/��✓lt�e���..����h/j' ��"�. �,�'d �o�cl v�,.�f/Q o..t e� r.� ��•�� �- � j�a� � s �Q►�oe�.-c c y /�/�i�/, �'/��� - � ! � ,�,9-�k �.J� �/N�v �g� T�� �' ��� �,��—� /i��� � � ��� � �� ��i �i,�c�� /�� �, /1�° ��� ��7s� . ; ���1�2���� ` � ' ����°� PIat naiue: ` ����� ��j�V ���,�/� LT Lot No:, Block No: Other a encies iut�volved: No field in�-csti�atzon re uired J � Y���� �,.LLV'�����Il-�.1�1U LYI����1Lel..']�\��R��5V�1 1L1L'�,t�� �� U4W� 1W s^PU-M .1;� .• . ` r r� �_�r-.-'--'-.'�--'� � – • �_.�. "^�� "�'�� �............ • r mn��:.:� � —_ 1/4 S T R Parcel No.l�� �Q?� y� Ttiro�l�.��__ Th.$ros: New RDP Basin �—�. Council Disfrict��_ City Charge No. .R.�sPohS�: Citizen no�ified on 1 f l by:�_ �hone letter in person {y�� � � �'�.�. `�.. �----�t- ��+���-.' '��. p�-e� c� �—s 51�,,,�,( ��-�.�1� $p�..� � 1�-o�.��t�v , w��. t- ��D 2�� � l F ��C'�'t Fti-�-�' DI5POS1TXOti: Ttuned to on / / by OR: No furthe�action recommended bocause: Lead agency k�as been notified: � - • Problem has been corrected. No problem has been identified, Prior investigation addresses problem,: SEE FI��# Private problem -NDAP will not conside�b�cause: Water originates onsite and/o on oighboring parcol. Other(Speci;fy • ����� c�,os�n: /Z-t d l ,03 �as����' �'�8�.►.�W�-r-� By: � �� P�d��� ��. 1�. L I,'I `t ��,�' ; ' '� "<}���<�J, . - �� ' �:43F �, ��K.�VG C0. Vv�f��� ;�- W.�,,-�1,„:..�,,; �.--M,:, ,,..Y�.�-�-,v N0. 2201 , —P. 6; '- I ,R .� � � a �s �,:x.•• � � r -�7.g -ea",��'r.a.,,•eh,�� f • . , ,-��k u « � � 4'X� G. 'i� w�, ��; �9�• p .r.� �bC,� ,((� •,�^�(��� ."� `.; , °4„ S_^. j� � {I�����;.`7�t, ,�t�Wy:Q��K�� 'l�•� +5!Ji�.:+c�.:.}�i�'�:' '�.;�Yy ;�•t\y��t'tT`;�,:'E'Y' e �f�s:���•�.'''';L..;r �: ���7:�1c?.Y�1� Tetf,`�'?e:' � Il �'1: .I�. r���l'���y, V k'RJ'� � 'iYj /v�'�''.�..�` [J! �1�r���J',Y,, .� "w;.�.' I !� �... .�$Sy� •t•. 7�': � Hs.f�y'1(, ����;�•.t�;+�. � .t� �•�i,.���h��t ��: 'rY:.AFMi1!"•j� $� � ki�'r,�,f' � n��'+,•••�r�. �t����;� �e�! I - �`�"•`•'� ' a st� , r� r7'�.�ir y. r �•• a 'a ,� , ����• 'a:G.:.. ,.j. '.�,y .ls'.��}d1`'A.�i.�s,.. � KI NG N � Y �� � C O U NTY AME' Ke� �'aylor `:�..` ADI�RESS: 14920 SE 1,39`�PI, Rez�ton, 980�9 ' - PI�ONE: a25-235-4367 ' DRA.XNAGE 1NyE5TXGATION�pp�� TH. BROS PG: 656J3 ��X-b Il�CVES�'IGATIO,N KROLL PACrE: 811 ' MAZNT.DN: 4 I 1NITIALS:MAG I!� On site Deee�mber 5,2003,At the time of my visit it�as precxpitating heavil�and tl�e pond and control structure were worldng at well. The imlet to the cantrol atructure had some moderate debris on the trash rack, Tbis debrig did uot�isrupt florv tv the control structure.The inlet to the poAd�ras ranning at normQl c.apacity for the conditio�s$t the rime of inspection. The Emergency spillway for this pond spi�t�over the coatrol structure onto 149�"PL SE. 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I , � ,� � � i ,� Golf ard u_ ,�C?ub� _ �, S � \ , `�.� ��' �� - ��; \� • � 1 � � `� , � r r ' r �`y ? . ^ ��� F l t. t�`� ' ` � f` �l � ti r •_Y, r a 3,.�.:� ;� �Tf� �� � � , �y, � � � �* ,---� �'� >> N. � - � f 0 0.3 G.6 0,9 1.2 1.5 krn + �•� 0 0.2 0.4 0.6 �.8 1 mi tvlap center is UTh1 10 563458E 5257030N (WGS84/NAD83) Renton quadrangle ,;� 1 , , _�r_, Pr�,iF�rtir,n i� l ITP�1 7nnP � n r.i�n4�z nar��.,-� Shy Creek - Level 1 Downstream Analysis 4 Task 5: Mitigation of Existing or Potential Problems 4.1 Drainage Concept The proposed drainage system will consist of a standard curb, gutter and sidewalk roadway section with catch basins for the interception of runoff associated with onsite areas. The runoff is tied into a proposed conveyance system which in turn will discharge into the ��Tater quality/detention facility located near the southwestern boundary of the site. All conveyance, flo«� control, and �7ater quality systems will be sized per the 1998 King County Surface Water Drainage Manual requirements. Drainage will be released from the detention pond by means of the Level 2 Flow Control and treated under the Basic Vv ater Quality Menu. 4.2 Specific Problem Mitigation 4.2.1 Floodplain Analysis A "Shy Creek Development Floodplain Analysis" (August 31, 2006) was completed by Montgomery Water Group, Inc. for this site. HEC-RAS Modeling was used far floodplain analysis and is included under separate cover. September 19, 2006 Page4-1 Job No. 03-185 /TRIAD �s,�_�,-�_ OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: Cedar River Subbasin Name: Lower Cedar River Subbasin Number: Symbol Drainage Drainage Component Slope Distance Existing Potential Observations of field inspector Component Type Description from site Problems Problems resource reviewer, or resident Name, Size discharge Type:sheet, swale, constrictions, under capacity, ponding see map stream, channel, pipe, drainage basin,vegetation, % 1/4 rni= 1320 overtopping,flooding,habitat or organism tributary area,likelihood of problem, pond; Size:diameter, cover,depth,rype of sensitive destruction,scouring,bank sloughing, overflow pathways,potential impacts. surface area area,volume sedimentation,incision,other erosion Analysed by Montgomery Water Analysed by Montgomery Water Group. ditch flow Group. See Section 4 See Section 4 n/a 2.0% 0'-400' None None � n/a culvert 48"CMP Pipe 2.0% 400'-450' None None Trash Rack was damaged on south end outletting to Maplewood Creek n/a channel flow wide,vegetated ravine called varies 450'-2000'or None None None Maplewood Creek more Triad Associates 1 \ TRLAD nssoc�aTes _- ,z„z,isnnn.ne , IttRlnp,MIA 9lO�FEYIJ d25.821 BM8 �25.lI1.N�tfo .� �OD.t!l.0756 N hes ' �nvr..tr+boncwn 2 , ,Q O � ,C ~ I Rc{oakd pich � � ��. , Z , � ��� ��� � � � �_ ���*� ��� ��� ��.� � � a�.�� ���� ��� � Q rC ---�--•- ...__ �--�-- -- - _"--T-�- -T"" _ _ �-- ---''- - -' - --h---- ^.r^._^.� ' v�„ � ��. .... � -+.�. � . .� . . . . . . \. _ _ _'.__ � \ --C � ��♦1 ". _ _ I _ __ _ _1v�f� - ____'__'_ .Jat- � _ �� � � �� �� �� �� -- Ja \ �_H �� � O � `yI �� .- ppii�-v��- - _- - _ � - -_ _ - - _ _ _ . . _ _ - ... ' . __ . _ . _._ _- __ ._ " _ . _ __ . 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PRnJER I.ON�S:APE AR!'HRE(7 1 _�_...._._��_.s __-�-.__�_�-t-�1 __._�-- `_' �.L��.-....� i i i F1PST SUBY17TlL D�TE: '�.J � _' � � SCAI�: 9[P.CL.i"=80' �ERT:N/A JERlCNO AVENUE NE 1144TH AVENUE SEl N �Iv 1 _ � �t � S D i ;"� ' m i � `.` 1 o � i � ,_ _ � II j � c � I 1 / I�'� O ' 11 y I O i �' a:AMP�0T�iAllU INIFSS SIGNED AND Da7FD ;_, , ,�A�� 03-185 � �_' _ �� � C�2005 TRIAD P.�SOCIATES �� Shy Creek - Level 1 Downstream Analysis Appendix September 19, 2006 Page A Job No. 03-185 /T�D , ASSOCI.�iES __ Shamrock Level 1 Downstream Analysis King County, VVashington Date: 1/19/04 Job # 01-159 Revision Date(s) 6/29/2002 , 9/12/2003 5/26/2004 Prepared By: Ben Rutkowski Schwin Chaosilapakul Reviewed By: Rebecca Cushman, PE Shamrock LEVEL 1 DOWNSTREAM ANALYSIS King County, Washington Prepared For: Prepared For: CamWest Real Estate Development, Inc. Issued July 29, 2002 Revised September 12, 2003 Revised January 19, 2004 Revised Ivlay 26, 2004 4.�'C° w '�s'$� � �v:� � ''° �y z � � r' 7359 �' /S'TE�� G��� ,/ ' S��NAL EN Ol ' � EXPIRES 11/1 � Prepared By: Schwin Chaosilapakul Ben Rutkowski Reviewed By: Rebecca Cushman, PE Shamrock—Level 1 Downstream Analysis Table of Contents 1 INTRODUCTION.................................................................................................1 2 SITE.................................................................................... .................2 ............... 3 UPSTREAM DRAINAGE ANALYSIS.................................................................2 3.1 Upstream Basin .................................................................................................................. 2 4 DOWNSTREAM DRAINAGE ANALYSIS...........................................................3 4.1 Onsite Runoff...................................................................................................................... 3 4.2 Offsite Runotf...................................................................................................................... 4 4.3 Downstream Capacity........................................................................................................ 4 4.4 Downstream Drainage Problems...................................................................................... 7 5 RESOURCES USED FOR ANALYSIS...............................................................8 5.1 Sensitive Areas Folio......................................................................................................... 8 5.2 King County Basin Reconnaissance Program................................................................ 8 5.3 Soi/s Survey for the King County Area............................................................................ 8 5.4 King County Community Planning Area................................................................••-....... 8 6 DRAINAGE CONCEPT.......................................................................................9 Appendix.................................................................................................................. A Ezisting Co�rditions Exhibit Developed C'onditions Exhibit Downstream Drainage Exhibit Tribulary Areas Exhibit Soils tllap and Legend, Hydrologic Soils Group Table Sensitive Areas Folio King County Basin Reconnaissance Program King County Commt�nity Planning Area Complaints Excerpt from Sienna Improvement Plans (6 Sheets) Shamrock—Level 1 Downstream Analysis 1 INTRODUCTION Shamrock is a 34.5 acre site spanning both King County and the City of Renton jurisdictions. The total proposed project will contain 129 lots. The King County portion of the project proposes to create 118 single-family lots (74 lots �vill utilize Low Impact Development) on an approximately 29.8 acre property. This Technical Information Report (TIR) is for the King County and Renton portions of the project. The Vicinity N1ap below shows the City of Renton boundary. The part of the site outside the City of Renton boundary is subject to King County DDES review. The site is north of 128`h Street SE, west of 148`h Avenue SE. The property is within Section 10, Township 23 North, Range S East, W.M., King County, Washington. Please see the Vicinity Map below. � I ��9 J- T0� I_(g � i�q< � \,� MAY VALCE � WNTY PARX �\ 'P�2 � lC � ti %5� -- i vi.,i SqOU � sf i76tn 57 �� ¢ c SE i17lh 4, yl p $� � 90� N � ¢ n Q � b �c� ;<"Ofh o i . Q ^�i S7 �p Q t = � Sf COaLFE20 e �7a�h "W'"�"' PARK c��h � _ K!N U�[T ='� _` ` W TO /—4 5 R£ 70�`J s` „ „ :� PARK _ � � NE 4 f h S I R�D£ SI TE � Q 4 � � se i�7�o s� 5[ iJ.Ye CT Q C b VICINITY NIAP Not to Scale Site visits were performed on July 2, 2001 and July 15, 2002 and July 14, 2003 to observe the upstream and downstream drainage conditions. The following analysis is based on these site visits and related research of available records. May 26, 2004 Page 1 Job#01-159 �T'RIAD . ,�,,,�. �r Shamrock—Level 1 Downstream Analysis 2 SITE The existing site is a�vholesale nursery with hvo residences and several outbuildings that will be demolished (see E.xisting Conditions Exhibit, in Appendix). The site generally slopes from the east to west. An onsite wetland e�cists on the northwestern portion of the site. Slopes range from 2-12 %with pasture ground cover. The site exists within t�vo basins. 3 UPSTREAM DRAINAGE ANALYSIS 3.1 Upstream Basin There are several upstream areas that are tnbutary to the site. Areas 1 and 2 are tributary to the portion of the site that is �vithin the May Creek sub-basin. Please see Section 5 in the Technical Information Report (TIR) for detention/water quality issues. Area 3 is tributary to the Lower Cedar River sub-basin portion of the site located in both King County and the City of Renton. Please see Section 5 in the TIR for detentiol�/�vater quality issues. Area 4 is tributary to the wetland only and will not affect drainage. Areas 5 and 6 were previously assumed to be tributary_ Ho�vever, additional topography revealed that it is not tnbutary. Upstream from the southeast section of tl�e site is a development called Morgan Place which contributes approximately 3 acres. The site contains slopes ranging from 2-10%, predominately in the westerly direction consisting primarily of pasture, some light forest, wetland and two existing houses. Refer to the Tributary Areas Exhibit at the end of this report. May 26, 2004 Page 2 Job#01-159 �T'RIAD �,.�,.,� Shamrock—Level 1 Downstream Analysis 4 DOWNSTREAM DRAINAGE ANALYSIS Refer to the Dotil�nstream Drainage Exhibit and Upstrennz 7'rihutary 1�1ap from the LokenlJohnson Report, Sheets 1 and 2 from the approved King County Project L02SR037 and Sheets 10, 11 and I S from the approved City of Renton Project of Sienna at the end of this report. 4.1 Onsite Runoff North Approximately 17.0 acres of the northern portion of the site slope from east to west. Slopes range from 2-12 %_ This northern portion of the site is tributary to t�vo onsite wetlands located in the northwestern portion and north-central portion of the site. The northvvestern wetland discharges to the north and south, whereas the north-central wetland discharges to the north only. Sout6 I The remainder of the site drains in a southwest to south direction over gentle slopes. Runoff is collected in an existing detention pond located north of the intersection of SE ]28`h Street and 146`h Ave. SE. Specifically, at the southeast comer of ihe southernmost parcel of the site. Runoff from the pond discharges south offsite beneath SE l28'h Street through a 42- inch pipe. May 26, 2004 Page 3 Job #01-159 ITRIAD �, �. , Shamrock— Level 1 Downstream Analysis 4.2 Offsife Runoff North Discharge from the north t�alf (f:�-j of the onsite northwestern wetland t7ows offsite to the north through a 12-inch CI��1P and a 6-inch concrete culvert and into a pond in the adjacent property. The pond discharges north into a ���etland, then to Honey Dew (Honey) Creek which, according to the December 1990 King County Sensitive Areas Map Folio, is an unclassified stream in the May Creek Sub-Basin. The north-central wetland discharges to the north and connects with the off-site wetland described above. Honey Dew Creek combines with May Creek over t�vo miles downstream (north) of the site. May Creek is in the Cedar River Drainage basin and ultimate]y discharges into Lake Washington. Soutb Runoff to the soutli tl�ws through a 42-inch pipe then into a ditch behind a residence at 1441 S SE 128th St. The ditch ranges from 2 to 3 feet deep and lhen travels under a drive�vay via an 18-inch ciilvert. The stom� �vater enters the north property line of a new development (Sienna). The flo�v is then picked up by the 36-inch bypass conveyance pipe within the Sienna development and continues in a southerly direction until passing the quarter-mile downstream point at its intersection with SE 132"d Street. From there, the flow continues to travel in the 36-inch pipe approximately 200 feet west on SE 132"d Street before changing course to the south on 144'h Avenue SE. The flow then travels south on 144`h Avenue SE for approximately 600 feet where it connects to a 24-inch cross culvert. The flow then continues to the west in a defined stream channel. 4.3 Downsfream Capacity The Sienna project included the design of an upstream bypass conveyance line. The sizing of this pipe system was based on assumptions made of the upstream basin. These assumptions were made based on limited topography. As a result of more detailed topography, it is found that the original assumptions are conservative. Please see the Tributary Areas Exhibit located at the end of this report. May 26, 2�04 Page 4 Job#01-159 IT�� � .� . , . Shamrock- Level 1 Downstream Analysis The following is an excerpt from the Final Corrected Technical Information Report provided to King County under Permit #L02SR037 dated September 16, 2002. Begin Excerpt Conveyance for Upstream Flows The KCRTS 1 S-minatte tirne step tivas used to determine the overall flows tributary to the pipe system conveyance. 67.2 acres upstream area has been recently developed. Those areas pertaining to new development tivere modeled using the information obtained from previous Technical Information Reports. The remaining areas were modeled using approved Technrcal Information Reports, Aerial maps and actual survey. All of NE 4�h Street right-of- �vay tivas assumed impervious. An additional 7.81 cfs from the 100-year outflow of the cletention porrd from the City of Renton approved projeet of Sienna was added at CB 4 making the total flows piped at 75.41 cfs. Please see the upstream tributary map. The jollowing is the ground cover breakdotivn of the J�9.43-acre tributary area a�pstream and the KCRTS 1 J-minute time step printout. Til1 Forest: 74.94 acre Wetland: 4.81 acre Till Pasture: 9.76 acre Impervious: 36.06 acre Till Grass: 33.86 acre Flow Frequency Analysis Time Series File:jan28. tsf Project Location:Sea-Tac � ---Annual Peak Flow Rates--- -- ---Flow Frequency Analysis------- Flow Rate Rank Time of Peak - - Peaks - - Rank Return Pro.b (CFS) (CFS) Period 20.50 6 2/09/01 12:30 67.60 1 100. 00 0.990 14.40 7 Z/OS/02 15:00 44.13 2 25. 00 0.960 44. I3 2 12/08/02 17:15 25.62 3 1�. 00 0.900 13. 82 8 8/23/04 14:30 24.49 4 5. 00 0.800 25. 62 3 II/17/04 5:00 21.65 5 3. 00 0.667 22. 65 5 IO/27/OS 10:45 20.50 6 2. 00 D.500 24. 49 4 10/25/06 22:45 I4.40 7 1. 30 0.231 67. 60 I 1/09/08 6:30 13.82 8 I. IO 0.091 Computed Peaks 59. 78 50. 0o 0.980 This conveyance system has been designed to convey flows up to the 100-year storm without overtopping. May 26, 2004 Page 5 Job#01-159 ITRIAD . ,.<�., . � Shamrock-Level 1 Downstream Analysis Freeboard Tables from Storm Sewer Output Upstream Trrbutary Pipe System Cafch Basin Rim Elev. HGL Elev. Freeboard outfall-1 410.00 409.08 0.92 1-upstream 410.00 409.10 0.90 2 415.80 409.96 5.84 3 420.10 411.96 8.14 4 421.84 499.37 2.46 5 428.50 423.27 5.23 6 430.65 424.72 5.92 7 431.32 425.43 5.88 8 432.52 429.49 3.02 9 433.DO 430.17 2.82 10 431.25 430.88 0.37 End Excerpt Additional survey and analysis of the onsite wetland located on the west property line of Shamrock detennined that approximately 22 acres of assumed tnbutary area to the bypass conveyance system flo�vs to the north as apposed to the south. Therefore, the designed flows I to the bypass comreyance system are more conservative with less tnbutary area. May 26, 2004 Page 6 Job #01-159 IT� .�,.,,. J� Shamrock—Level 1 Downstream Analysis 4.4 Downstream Drainage Problems North According to King County Water & Land Resources Division, there ha��e been no recent problems downstream of this project. The complaints that have been documented are associated with downstream properties near the East Renton project. These complaints are over 12 years old. King County suggests not following up on any complaints before 1990 due to their age, development that has occurred, etc. Additionally, no complaints have been documented at those addresses for 12 years, so the problem most likely has been conected. The complaints are linked to a private home drainage system and a private road washout due to no drainage system rather than flooding, or erosion of the large drainage course that our site will discharge to. Since no complaints have been documented at this location in the last 12 years, it is assumed that corrections have been made as a result of subsequent development. South According to complaints compiled by the King County Water and Land Resources Division, several instances of f7ooding have been reported in areas near the downstream drainage path of the site. Problems of flooding and drainage in tl�ese areas seem �O I71ve been alleviated with the recent installation of a 36-inch pipe system shown in the Do�vitstren�n Drainage Exhibit. Details of complaints are included at the end of this report. Since the installation of the 36-inch conveyance system there has been one downstream complaint. This complaint comes from the resident at the address of 551 1 NE 2nd Street. The resident complains of the roadside ditch overtopping. Per conversations with Ron Straka with the City of Renton, this is not considered a major issue and the City currently does not have plans for maintenance. In addition, available topography suggests that potential over- � flows from the Sienna project would flow east along 3rd Street to Lyons Avenue, then south along the west side of Lyons Avenue rather than further east to the subject property. A copy of this complaint along with photographs can be found in the Appendix. Also see the Do��rnstream Drainage Map #2 included at the end of this report. May 26, 2004 Page 7 Job #01-159 ITRIAD �., „�. Sharnrock—Level 1 Downstream Analysis , 5 RESOURCES USED FOR ANALYSIS Refer to the appendix for a copy of the following maps and figures. 5.1 Sensifive Areas Folio Maps from the Kin Countv Sensitive Areas Folio, dated December 1990, show that the site is not in a sensitive area �vith regards to seismic hazards, coal mines, landslide hazard, erosion hazard, streams or wetlands. 5.2 King County Basin Reconnaissance Program According to the King County Basin Reconnaissance Program, the site is located within the Lo�ver Cedar River sub-basin of the Cedar River Drainage Basin and the Honey Creek sub- basin of the May Creek Drainage Basin. 5.3 Soils Survey for the King County Area � The site is underlain �vith Alcierwood gravelly sandy loam according the Soils Survey for the King County Area. 5.4 King County Community Planning Area The site is located within the Newcastle Community Planning Area. May 26, 2004 Page 8 Job #01-159 �TRI�D , ,.,. Shamrock—Level 1 Downstream Analysis 6 DRAINAGE CONCEPT The proposed drainage system ���ill consist of road and ditch section to convey the street ninoff. Roof and footing drains serving individual lots will be directed to swale systems �vhich will increase travel times, convey runoff, as well as provide �vater quality treatment. All com•eyance, detention, and «rater quality systems will be designed per the 1998 King County Surface Water Drainage Manual. It is anticipated that there will be two detention facilities. One facility �vill be near the westem border of the site at the end of SE 124`h St. The second facility will be located south of the site on ihe Bales Property (reviewed under the City of Renton jurisdiction). A public storm clrainage easement will be required to convey site runoff across the Bales Property to the detention facility. This facility will be sized to accommodate both ihe Shamrock Plat and the Bales Plat. The portion of the site bet�veen SE 124'h Street and the northem boundary �vill incorporate Low Impact Development (LID) concepts. The LID concepts utilized are amended soils for increases infiltration, open swa]es used for the conveyance system to attenuate flow rates and road�vays slopes in one direction to decrease the need for cross culverts. Roof and footing drains �vill drain to open sw�ales or dispersion trenches via a perforated drain pipe. This will increase the time of concentration to the proposed pond. Additionally, the public right-of- �vay has been narrowed and private drainage tracts have been created to reduce the need for public rnaintenance. The portion of the site between SE 124'h Street and the southem boundary will be designed using standard development methods. 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SYMBOI NAME sa,.,a�.,. �,:o„e� � Sra�e.....:._._..._ A9B /��de.+-ood g.melly so�+dy I�,..,O ro 6 pe•cm�slopes � Ay� Alde•�ood gro.<Ily�o�y loom,6�0 1S per«n�slop�s Cw..�r, Po.:�A, AqD a�d..�ood g.o-e�ly,o.,dy loo�.,15�o JO P..c.��slop.� af.F Alde�-.00d o..d N1�eop so��ls, r.y o�erv . C:-:1�o.-..sA:D.� � p,,.g mr..�,,pldr.+-ood�.+o,r..ol,0 ro 6 y.�cs�++,lop., • d�.+( A.e.,�s,41de.+ood�.�o. .01, 6 ro)S Pn�.nr iloF�s• '��a����d���r On A,•nis. E�..ri� .,,o e:ol• Rr.�...pr�o.. ,nW: BeC Bro.,s:�c g.o�eilr so..dy loo..._6�o TS pe.ce�r sl�s Smoll eo.e, ��n.� Be0 B�voU�gro�<Iiy so.�dr loo.,. IS+0 30 pe.crnr�lopes ..3 y_..._,_,__. B.F yeov�:.e q.o..erly>o..dy Iw...,40�0 75 C�•e•nr slop�s � Bw B. i:..qwe.....�� .�... Tv-.�1.:�,. .u..�r g. B��> >�1� lov�, 8.� B�.c41ry s��b loom . . . �. . . -- - Ss.i:o..1:.. , W:rr� (b Coo>�ol D.a.�.> � S.. .o.,r.. , ocvo. Eo Ea��,�..���.n �oom . Ed Edg...:,t ��...e >o�dr too,,, Trn-noA:D I:••e.^W E-B f-nrrr g.o-.1�� �o..dr loo..,, O�o 5 v•<e.,� aloo'e E-C E,...�r y.o_.nr :o..dr �ro.,,, 5�o ]5 v���..,,�toc<� 5...:a.r...., ..o. V.. E-O E-...��g.o .iy ,o..eT i�..�. i5�o 70a"<-..r iio�.s S.. o .a . .le..�. E�--< E�,...��.n�d....00d q.o.�nr so.,d. �oo...s,e�o tS o�,�..,���oo., - Bo.,�do.y o ..T. � �..� i,.d.o..o�o �oo...� 1-...r >o..d. O�o e a.<<...�lov.s U.,-.�rd Yo�.> ..,...... �„� i..d.o..�lo too�.� i...� :o..d_ e�o IS v�.ae..i >ioo.> i.,0 �..d-.rn.o�o rW...T �...< �o�d. i��0 30 r.�<..,, �lov., � rpg �.�,�o,�i. ioo.-._ 1�0 8 v<.�....,roo.. 6�:td-.�qs IE-.n...o, Mp� N.i�oG��1• loo... B,o iS Dr��r >IcMs KrQ Y.. oOf��� Ipp 1Sro JQprrcrn� aloOea ScAool �A�,.tA ord K�� K�o s o ..n> �oo�r>o..J. o�o �S v�.�.., �ioo.s g„uA:...s IDv .-e� /.V� M:��d o��v�•o� �o�d - P�-.-�• �o s s�%Y N. N�cho., n � o�d. ?�0 75 e�onr: t.t.vr.u-�. t:....r�n. �. C <•)9'0.� > oo�..y s pr.�r..� 1�9 �J.-6�.9�'.1� loo... . �II> �r�1.., r�+o....w. IIG NpoL�oal >,1� I�om uo Nv,..o�o..dr �oo.,. i o..�,� o.�. _� . . . O� p.o>orm l«o•.a o �o�d-o�a O: P:d�.o,-.n ioo... O-C Oyoii y,o.���r �eom,O�o i5 0.�����>�oy�s O-O O�oll y.o.rlly lao.�., i5 ro?5 c'�r..,i slopen Ho:.o..�olo.d -e. .< p.f p.olty�o..ter 1ov.�., a0�o 75 a.<e.+� stcv�s 7oEl�r,�p'»:. le�• Pc P�IcAw4 Ioo�,.r t�.x ao.+d P4 G�1<Av<4 1:..� >o.d� loo... p��•�.•e�.,�e.obie. P� P.q.r���y.tor too.�. Hc,:ie,•�olco..r.ot a�. P� Vvrott.�p f:... so..dr loo.. � an�.e�... oDle... RoC Rog.w.���so.dy loo..., 6 io iSpe.<r�t slope> Ro0 Roy.+o�Itnr so�dr loo�... 15 ro 75 p'rcen� slopes v�.r:coi�v+•�ol >+eri RdC Roy�.o..l.d:o..oloos�«:o+�o., slop:ng' ��,�..��o-�.opl�. � RdE Ro9..o.�1�d:oroio oos«�o+:m, n+ode.o�elr:r�rp• Re R.��oo s�l� loo�.. Cf..<<d npor elr�ore. Fcl. R��e.-.oah . U�c1�e<�edneo� rt`.t $o Solol sil�loom Sti Som�+o.ni>A silr loo�.. . c� 5-0.��.�► Sm Sho k o..+�oc 1� S+ Sc s�l� loo�. So S.,oho�.:sti�:Ir loo.n . .S S�ohom:sA a:lr 1o�r.�, �h;<k ovrloca+�w�onr � Sv Svl�o�s'�ti loom T v T�1...�lo�..�c 4 l� lhbon Io�d wv wood:.,,.ulr��n �oo�., • Th<ao�.pos:r7on ol r{.ese v�:rs :s mo.e.o.�oble rhon�hor ol ihe o�M.s . .��h.aco,F�n �n hos h.�ce.+noll�..�H rncrr�h io i..re�p.�Iw ihs -.p-<�.d..,.ol�!,.,o-�ts. ',;l:��l�t-S � �21�Lt,tLk:Yrlt.�;`�C t ts�1.)r��}v �w�v�tr�rf rrt,riivi..nc,r»t��vw-i ..,_�,,-_.�s. . -. :7�^,. - " A - - _ -- - - - SC5 Soil Type SCS KCRTS Soi1 Notes. II Ftydrologic Group Soil Group � —� Aldenvood (AgB,AgC,AgD) C Titl Arenis, Aiderwood Malerial (Am6, AmC) C TiII ' Arents, Evereit Material (An) B Outwash 1 Beausite (BeC, BeD, BeF} C T�I! 2 Bellingham(Bh) D Till 3 Briscot (Br) D Till 3 Buckley(Bu) D Till 4 Earlmonl (Ea) D Till 3 Edgervick (Ed) C Till 3 Evereti (Ev6, EvC, EvD, EwC) A/B Outwash 1 Indianola (InC, InA, InD) A Outwash 1 Kitsap (KpB, KpC, KpD) C Till Klaus (KsC} C Outwash 1 Neilton (NeC} A Ouiwash 1 Newberg (Ng) B Till 3 Nooksack (Nk) C Till 3 Norma (No) D Tiil 3 Orcas (O�) D tiVetiand Oiidia (Os) D Till 3 Ovall (O�C, OvD, OvF) C T�{{ 2 Pilchuck (Pc} G •• . T�II 3 Puget (Pu) D T�II 3 Fvyzllup (Py) B Till 3 Ragnar iRaC, RaD, RaC, RaE) B OuRvash 1 Renton (Re) D TiN 3 Salaf (Sa) C T�il 3 Sammamish (Sh) Q T�It 3 Seanle (Sk) D We1{and Shalcar (Sm) D 7il{ 3 Si (Sn) C Till 3 Snohomish (So, Sr) D T�II 3 Sultan (Sv) C Till 3 Tukwila (Tu) D Till 3 Woodinv;►le (Wo) D Till 3 �loles: i. Where ouh�vash soils are saturated or underlain at shallow depth (<5 feet) by glacial ti)t, ►hey should be treated as till soils. 2_ These are bedrock soils, but calibration ot HSPF by King County DNR sho�vs bedrock soils to have similar hydrologic response to till soils. 3. These are alluvial soits,some of which are underlain by glacial tilt or have a seasonally high�vater table. ln ihe absence oi deiai{ed study, these soils stiould be iceated as lill soits. . � 4. Buckfey soils are formed on the low-permeability Osceola m�dflow. Hydrologic response is assumed 10 be similar to that o1 till soils. 1998 Surfxe'+'�'aiet Desien P��9anual 911/9R 3-ZS �F , _ .;` � 1�/1(/� ,I`I I" ?�/ . f� ._. .� �'A � _ 1 i /� k�'� r ,' 1 � � ,� :�, �S,' %�-�. 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K1�1G COU�dTY ` - !+/'11111��11►11� Ipl AAIA1��1l�` /� [�CA�` - � �,vm�nv��i � rL111'r�7 1\S f"'����-r+`� � King Cou�ty a� 1985 � o l 2 3 ♦ s c � e Mn., ]' 300,P00 �inp CoUrriy Water and Iand Resoutr�s Dh+lglon- �tormwater 3erYfcea Sectlon ComDlalnt 8earch Pr{Rted' 7l18�2002 4'1 d:45 pN{ ►�plalm TYDB Type oi Prablem J�ddr�ss ai Pro�lem C�rnmerrts iber Code TIll'�8 PS�B .�3-0224 C POT�tDING 12217 146TH AV SE POSSIBLE SAO VIOL1aT►ON/DITCH ENCRO 656J1 1995-0788 C DISCHARG 14328 SE 128TH ST COMPLAINT REQU NO INVQ THIS TIME 656J1 199�0891 WQC DUMPING 12516 t42ND AvE SE: APPARENT PROPERTY DISPUTE 656J1 199G-0880 WQC ER�510N 14328 -SE 128TH 5T 6,5g�� 1996-1401 C FLDG —SE 128TH b 142ND A SE N�q1NjENANCE OF EXIST{NG CHANNNE� 656J1 1997-1625 b^✓QA E3ti1P'S 14413 SE 128TF1 ST 656J1 I � I - I � Page 1 of 1 King Couniy Water and l8nd Resw�ces DIvlsl�-8t�rmv�ai�r 8orvic�s Sec�nn r.nmp�o►t�t Seat�ft Pnntsd: 7i2?J2002 2:14'22 PM _ _pJelnt Type TyPs Qi Prohlem A��eea ot Pro�krn Carnmeni� ber �� Tbrne Pa� i�7�0�35 C FLDG 13921 SE f36TH PL SV`JAMP/SE 13BTH PUHIDEWAY HTS 656J2 �981-Ot97 C DRNG 13832 SE 131ST ST BLKED �,,5�z 1982-0341 C FLDG 14005 SE 133RD ST 656J2 1982-0386 C DRNG 1260B 138TN AVE SE 8 FLDG 656J2 1982-0491 C FLDG 14009 SE 128TH ST MAPLEWOOQ HTS 656J2 1982-0525 G DvR 16935 116TH AVE SE @ SE 132NDl1447H AVE SE 656J2 1983-0353 C FLDG 13224 ta4THAVE SE 656J2 1984-0221 C DVR 140XX SE 132ND ST FLDG 656J2 198�1010 C DRNG 14100 5E 132ND ST SEE 64-1005lTO ROADS 650J2 �966-01D9 C DRNG 14011 SE 132ND ST SURFACE WATER E356J2 198Fr0256 C 656J2 79660256 F 656J2 1986-0256 S1 COMMITfEDDATE:IST�TR 1989. 656J2 1996-03A4 C DRNG 138TH AVE SE SYSTEM SIL7ED 656J2 198603A4 E PROB CRTD. 656J2 198fi0739 C FLDG 13323 146TH AVE SE WATER FROM SCHOOL 656J2 1987-0255 C FLDG 14639 SE 132ND ST STANDtNG WATER 8 NtUD 658_'2 toA7-0320 C DRNG 53323 146THAVE SE CO diVERTED DRNG ONTO PROPERTY 656J2 '-0405 c: FLDG 13025 138TN AVE SE SEE 87-0463 OVER STREE7 656J2 �445 C FLDG 13837 SE 129TN ST F►LLING OF�.OT 656J2 )445 FR f-LDG 13837 SE 128TH ST SEE 86-03A4 PENTON. 87-0707 656.12 1yo7-0463 X FLD(� 13025 138THAV� SE OTJ 1367HAVE SE 656J2 1988-0280 C DRNG 14106 SE 135TH ST S7RORM DRs��N FAILURE 656J2 19b9-0036 C DEBRIS i4003 SE 132ND ST DEBRI ON RD TO DET POtJD 656.12 1969-0113 C DRNG 13852 SE 128TH AVE DRAINRGE OF NEIGH60RS FILUROAD CO 656J2 1989-0200 C SETTLING 13120 138TH AVE SE SINK HOLE IN YARD 656J2 1989-0461 S2 FLDG/DvR 14011 SE 132ND ST SEE:8fr0256YAHN PH 1 656J2 1989-0472 X INQUIRY 14105 SE 133RD ST STATUS OF STUDY(YAHN STUDY} 656J2 1988-0636 X DRNG 14103 SE 132ND ST YAHN STUDY COMPIAIKTS 656J2 7990-0209 C FLDG 14639 SE 132ND ST DITCH OVERFLOW/STORM EVENT 656J2 1990-0388 C DRNG 14105 SE i33RD S7 FLOQD(NG IN NBRHD 656J2 II 1990-�512 C DRNG 13600 1387H AVE SE CROSS PIPE ERODING RAVINE 656J2 1990-05�6 C DRNG 13323 146TH AVE SE DITCH ENDS�DIVERTED WATER 656J2 199U-0556 ER DRNG 13323 146TH AVE SE XPIPE AND PONDIDITCH ENDS 656J2 1990-0804 X F�DG 14105 SE 133RD ST COMPLETION OF STUDY 656J2 1990-1511 X FLOG 14105 SE 133RD ST CAPACITY OF PLAT DRNG 656J2 1991-0081 SR DRNG 14105 S 133RQ ST PUGE7 COLONY HOMES 656J2 Page 7 01 3 Carr�p181r�t TYpB ry�of ProNem Rdd�aaa of Prablfrn Gomr�art: Numbsr Code �P� )1-0081 X DRNG 14105 S 133RD ST CCF�f191-32/YAHN STUDY/FLOODED YAR 656J2 i-009F3 SR DRNG 14105 SE t33RD ST CCF#SWM0124 PUGET COLONY HQTvtES 656J2 i-0098 X QRNG 14105 SE 133RD ST CCF#SWM0124/DEVELOPEP�tENT 656J2 ..,dt-0246 C DRNG 14013 SE 133RD ST PLUGGED 656�2 1991-024Ei SR DRNG 14�13 SE 133RD S7 PLUGGED PUGET COLONY HOMES 656J2 ' 1991-0315 C FLDG 14011 SE 132ND DIvERSiON1CULVERT OVERFLOW 656J2 1991-0519 NDA DRAINAGE 10403 147TH AVE SE STORA�I EVENT- DNV FLOODING 058J2 7991-0636 NDA FLDG 14105 5E 133RD ST CCF#491-32 iJOT NDA PUGET COLONY H 656J2 1991-0636 X FLDG 141d5 SE 133RD ST CCF#491-32/PLAT DRAINAGE 656J2 1991•065d NDA DRNG 14105 SE 133RD 5T CCF#591-2 NOT NDA PUGE7 COLONY HO 656.12 1991�0650 X DRNG 14105 SE 133RD ST CCF�f591-2 SAME OLD PROB 856J2 7991-Q682 CL FLDG 14105 SE 133RD ST CCFIt 591-2 DUE JULY 65&.J2 9991-0712 NDA DRNG 14103 SE 132ND ST CCF#SWM 0520 NOT NDA PUBET COLON 656J2 1J91-0712 X DRNG 14103 SE 132ND ST CCF#SWM 0520 MANY COMP 656J2 1991-d71b C DRAINAGE i4105 5E 133RD ST NEIGHBORHOOD FLOODIfVG 656J2 199t-0715 SR DRAINAGE 14105 SE 133RD ST PUGET COL�NY HOtii[S 656J2 1991-0723 SR QRAINAGE 14105 SE 133RD ST CCF1t 591-37 PUGET COLONY HOMES 656J2 1991-0723 X DRAINAGE 14105 SE 133RD ST CCF1�591-37 656J2 1991-0732 C DRAINAGE 1402A SE 133RD ST /LAMB(CLAIM) 656J? 1991-0732 SR ORAINAGE 1402d SE 133RQ ST lLAMB (CLAIM) NOT NDAP 656.�2 1991-0739 SR DRNGIFLD 14103 SE 132fVD ST CCF� SWM-0610 NOT NDAP G56J2 1 0777 T�OA FLOOQING 14103 SE 132ND ST CCF# 591-39 NOT NQA PUGET COLONY 656J2 �777 X FLOODI�JG 14103 SE 132ND ST CCF� 591-39 656J2 812 C ORAINAGE 14639 SE 132ND ST 656J2 1,,,,�•OE368 SR DRAINAGE 14010 SE 1347H ST CCF�5WM0279 NOT NDAP 656J2 1991-0868 X DRAINAGE 14010 SE 134TH ST CCFft SWM0279lPUGET COLONY 656J2 1991-0885 X F LOODING 13405 142ND AVE SE CCFtt SWM-0854/DRAINAGE lMPROVEME 656J2 1991-0888 SR FLOODING 13600 SE 128TH ST CCFtlSWM-0852-NOT ND/�•PUGET COLON 656J2 1991•OB88 X FLOODING 13800 SE 1287N ST CCFtI SWM-0852WETLAND PROB�EMS 656J2 1991-0946 X DRAINAGE 1�105 SE 133RD ST CCF�: 9i-0822�GRANTING EASEMEPITS 656J2 1991-1214 x DRAINAGE 14105 SE 133RQ CCF#SWM 1217/PROJECT SCtiEDUl.E 656J2 1993-0179 C DIVER50N 137XX 144TH AvE SE POSS CIEARING VIOLA710N 656J2 1993-1064 C FLDG 14400 SE 136TH ST GROUND WATER UNDER ROADWAY 656J2 1993•1095 E DRNG 14600 SE 132ND ST CHKSTATBYCMDT 056J2 i933-1085 ER DRNG 14600 SE 132ND ST 656J2 1997-0055 C FLDG 14105 SE 133RD ST PUGE7 COLOM'HOMES 656J2 1997-0055 NDA FLDG 14105 SE 133RD ST PUGET COLQNY HOMES 656J2 1997-0055 R FLDG 14105 SE 133RD ST PUGET COl.OIVY HOMES 656J2 1998-0360 C DRAINAGE 14454 SE 132ND 5T APPEARS PRE GRADING ACTiVITY NO PE 656J2 1998-0534 WQC WASHVVAT 13224 14qTH AVE SE APPARENT GREY WATER DISCHARGE 656J2 Page 2 of 3 : � Number t Cade Type nf Problern Adiirress of Problern Comma�tg ��� �8-0534 WQR W�I 13224 144TFiAVE � S� APPRRENT GREY WATER DISCHRRGE 656J . •�_pgp9 C CONSTRUC 14606 SE 136TH S�T . � CONCERNS RE NEW DEVELP C1TY OF RE 656J2 �-0625 C STND H20 13741 148TH P!. � 5� SOGGY BACKYARD SOURCE OF WATER 656J2 ' ..1-0697 C DDM 133Q9 146TH AVE S� 656J2 � � . � I ' � � , � . � � I I I � � I . ( I . ' ' I � � f I � ; Paga 3 of 3 I a � �_. .. . .�� . .. . . . . .. .. .; .. . ......, � � � i COMPLAINT INVESTI�ATION REPOR�' � � , � .-' Dsre F,ec�o: I : iE OF COD�IPLI�INT� ` �Cx�t i� +�-4--�= i � ` �v — 7 J 1 ^L �f�ON:• • SEC �11NP 2�RGE .� � 'KROLL PG. � ��} � COUNCIL DIST. COMPLAfNANT: 1,�-{ W��'� 1�J�`-t7 __5�____. � - GTqNQ NO. f 3 3 z3 J`� (� � �Je � � � F►onnE: 7��_c_��%I Address �- Clly � ' State Zlp � WORK =i��+� ��/% � DETAILS OF COMPLAINT: � �� � �'� � S r- (Z E ��- - c a �r � �-� � �-h- � ��^-�-�°---�-�i y� �l,.,,_ , r( �� a� „! �,--,� I%,� C �-,,.:.9, �- L,� 7 a-�-�t �.��--Q �� 't'-.-+-�_ � � � ��� [�_. �-.-� ��--� � �:��:, �;.� �R �.�}-.- � ►� �-,�-�� �-�-���-- Vl/¢J � V 1 ♦ �� "'J 1 i "'v'_ �� V � � 4-/J � �/V� ��� � ` �')1� Y ' ' '� � � I + � � . � s k � �T�,.s-,.�_ f,�:.. , c..a.� � c,�,,.�.� <.� . (Z-�---- -�� � , � '�-,J.-_ � � �. 3 V. l.l� .�%l✓' �`�� "Z V` V*_�.c�f'r� �rL�� C,)o�-�cs . ,_ �c, �, �3 �..� • �� ` i -,r- � �--� �....� �v �s I�-,.�-� , . �j� 7 T f��T��r)Cl>> �'l S �,�E/� L'�-�c c ,�F�=�;��= f.�j S 1 � COMPtAINT RECENED BY: `' "'�'�-- a-� I C LS OF Ir1V ES7IGATIO�J: Sketch on reverse side_Yes �'No� Photos:Yes �_�No O - � � � a�n„Ur, . � site 3-8-90. _ _ __. _ _ f�ad been raining earlier in the day and there� was considerable run off at tf�e time_ Topo- ..phic mapS for this area indicates run off should flov� to��ards the bJofford property, and uitches direct the fTow in this direction. Woffo�-d has approx 30 loads of fill in the north east corner of h�s lot. The lot to the north has� a ponded area adjacent to the fill _ Part of that pond drains to the west and part over tops �the drive to �toffords house and drains to the east into the newly cleared area (photo 4). 9 was told by Wofford that fill had been brought into the back portion of the cleared 1ot. and the owner ditched run off to the south 'i (photo 5 8 6) , diverting it frorn the original drainage direction , southeasterly. This im- pacts iJofford' s S acre parcel to the south of the newly cleared area, and to other parcels in that area . Photo 1 Looks south on 146th from SE 132nd. } , 2} Shows fill at the northeast corner of Wofforts lot. � 3) Shows culvert outlet on east side of 146th at cleared lot_ 4 ) Cleared lot. Area beyond gravel is said� to have been a 3'pond before fill with out- 1et in swaled background. , S Said to be dfverted drainage fiow_ ' 6 Diverted f)ow into btofford's acreage. -- - - -�— - -- � �/�- , - -- . - --... — ---� - --- --c �MPLAINT INVEST{GATED BY; � -�-4/ � DATE: � � ' � :il O N TA K E N: �c� a k�a�i,.� Ca�,....,...�._�� ' �O�r �� ant advised oi actlon possible or taker, try. Phone D Leiter ❑ Personal Contact � • _____---- ------�- - ---- . Closed: os /Z�l �� � OK'd: m, ,nt Action Handled By ' ' r��o�� ^. Nslne D7�• _ — ; -- ---- ---� — . , �� - � , r � 1tt ' f 1�4 I fs , � t + � I � � . � � t • �' ' f6-t� ,.6� ti i ��� � �_' �i� f '�;-��7 , �,a,,,Br � - - � �----� � : � , � �r�d i � i � � � � � � � � . � , � fi �� � � ' � ,-��,.zl� � ���� 1 �...� 81 --�- _ r t .� _-� E-- „ ---� I � -�� �r� z� i � s ;; �' ; ' `� � ___— __� .._ �� � ��' ` ' - - - � �' M,,y �- � � . � . ---�• ir `� ,! I I �!f' - � �l ��,� �S , �' e�e's ,�1h j �rb� •��,t � _ � . . . � ��, �,� �r—. D?ZAINAGE INVESTIGATI0I�T R�PO�Z�- �- � v ► 1 I; Pape t_ INvES716AT►Ot3 R�OUEST �Y�f L� P ROBL EM �/�/�/ft�'G . _F ived by. � �c�T„TZ�-- Dste= I�J�/�� %3 OK'd by. Flle No. �3 ,� l��S- �� � i �od lrom.- fR..s+ Print Plinly}or s.:�v�ninp). �Y) �F.,,�) I N,.. ,t: ,Bf�L � ���n2 . pHONE ��L—���� .SDDR-SS; �Of�-� /%��7'/�� Ciry S.ate 7Zp Location �t pro�lem, H d�fferent: SG-- /��� / E�s7 � B� //�/./�J� f����-{ppr,E T _ d r C�7`y Dn[a;'s o! Froblern. '! ��� /��-��c�,�---� �� �,��r�s�,�.��� C',r�o y �,�/ f?-��s o-� ' /¢� 3 � s� l3 z�� �zZ�-�3 9�'� � � � �c; /��� �/ /".-�1 � /�/ ���N �� ���F] �,�T,�1 S i t�� v't /- CJ / �/l'c�-r�/ D�� ��,�� i , ��1� � ��-�� d � 9 �� i3� , -��% � ��� s�o�- � ���-� �-� �,� t�� 1�� ������ s� � 7 � � ��, �� �� � �I �,�the= a�encie_ inVel'�ed : (Giv� detzl�s) ; '�ner,ed ImpectS_ � Pro�e�tieS: Dz�es/.`;eouency o` occurrences : ri o7i1 e �ccess rozd _ Sep�ic system _ Outbuildings, gzraae i _ Yzrd/lar�dsczping - _ o�her propert� _ 5�ream, 1zke, vetland emm en fs: , t _............ � �.�::'t'.t': . ........._, .-:::::+ - - - .,r- - - - - - ---- - .......... ...�...:_. ......... ,�_,tr�.:�...... ......... . ..:_:t�-:_;�':�'O �.�J!V? ���a`�'i��1'j��Jf;�P�G.�''�'STr.� i,,,:,.:_.ii:'>'�:a� .,X.,z ,.-__.,Y a. �.�s...�c.n.rr'�.s 'D ' � '-- ' •tL' J�l ��.:� ��. .�. ► ' �' �....rt .Lcl1t1'.C'�.f"J^ � .-_J.� .�. .—. .,�...�+...�._-+.._.. �... ....� � . > ..+a- . !I.'' .._.. �•�i.�,�;,• . ;:�:ion��ack�ng !n/o: �y� 1/a SLS T? R�j Parcel No. O$��/C -c>� G-c� �)'De t CA�o L y,� PErc,esNv� =�sin 1-�-� Councl D;st � Din Ref/C1�g No: � C�j� Field invesGcation neeoed? I�t ,,�me: (3L�iC� f,-Or?-r� t�v� - !��'-s' -Tr;,s 5)oc� No: Lot No: � I t9ke�= �Gssione.� t�: iurned to on / / InR;als: KROLL BROS HEN= Z � _ _ 6�i�i 3 DA7- CLOSED; / ; / OK'd: O�D: � S ns L 1\!�11`I r�,l7 L� 11`1 Y L` J 1 1 l7 t]1 1 V 1 Y 1\_C,I"V 1{j Page 1: INVESTIGA�[ON REQUEST T � � I P�osLFr�;_C�f�nA�C� " � j �ZECEiVED BY: �{,'` Date_ 't 2•� OK'd bv- �71���'�LE No �1 a f ��'C�L� '! Rccei�'ed from: �DaY) 4Z5 ���� � Nnt��E; ��(�t()l /�/�G��� � PxorrE 2��-tvrQ� ���� 2`�(c - �► 'i 8(, ADDRESS:_I�`�F?�' C,'4� ��L���� `-�� . Ci ' t}+��,��,��"�T�'t— Statc Z�paBC�� Location of problem, if different: � - Reported Problem: c�LL FIxsT � (Would Likc`To Bc PUcscnt) . ���y�j�Y-�-,,� i�ti1,ti,�-L YL�r l o-� f�R.s �c� n -�,r I �n� � W h��� i 5 nav� a. �rv`►- Gt.e�r rv��'1� c- �� �►,P�� ?LVC4�ft' �� S6 WCy }��e�l GL ���;��� �- (n -�f- h r�t.t ►�- � k'�S rn-�-o t��� � , �-�j_ W h���- ca,� J��-�� �o --� �vf��-� hv�!-� ' � �J - - .2cf t1J1'1�L1 ���'JDu-d� Gt l�D j 7 r�e �Yu� ��oYrn<c���r� 0� �U� ��ic�70�� C( � O-r� lk �,pc��- b�f t-1 )-� r t� p"� - ''�[ name: i�j(a.C;� �c�,-,.� �_c �� Lot No: '7 II)ock No: � `�er a�encies in�olved: , No fie)d investigation rcquired t-23 ����p � (initi�s) � TO BE COAiPLETfiD BY C0117PLAJN7 PROGRAi�t STA FF � -_ . - - _� ��� 2.,.=� . `� %a S T R Parccl Na c��4�1 l�7 -0���`� �oIl �10 E 7h.Bros: New �� -�'� OId 35T> > Basir�-�t' Council Dis�ict G' Chargc No. R�SPo,��sE: Citi2en notifi ed an _ ��Z`�-9� by: � phone ]etter in person �e n� • ta � D E S - C�ro. � : ,-,� . C o�-fi-�.�-� ; ��.r; d � S�..,-, d:,-� ,. ^�o . p e r h-,� t 5 -��� n d -�� r' S r 4 � � .-, � t.J o r kJ P o s 5 : Io��' , ,--.-rP o �f -3-o r�e��r �,�oP��y. : DISPOSITl01�': Tumed to on / / by : OR: No funher action recommended because: /� Lead agency has been notificd:_ _S�ny ����.z-d/'�rG�f ����- � ���5 Problem I�as bcen corrected. No problcm has been identificd. Priot investigatjon addresses probJem_ SEE FII,E x -- pr��'ate problem - NDAP ��11 not consider because: Water originates onsite and/or on neighboring parce). Location is ouiside WLRD Servi ea Other (Specify}: . E CLOS�D� ��%I �j By: .� �� ��U�C��-�_ � Comp)a�nt 98-0360 Meyer ' Inv�stigatc� by Robert I��a.nns on 5-2�-98 : 1! I fow�d tbat a large:uea ha�been cicarcd, approxima`iely 1�2 acre_An e?tisting dep7ession�viih � �ti�ater is Iocated at thc south gidt of 7�ax parcel 08471�-0045, next to I�icyer's property. Some�rt and debris has becn pushcd inio the watcr from the gr�ading work being done en parcel --0045_ 7 checked Sierra and found no pe.rmits for the gadinB tivork CJarcnce Weyer is the property owner of this parccl. His housc is on tbe adjoining parccl; house # 14602. 1�1e}-Er's property is nec impacted by the �uork becailse of the higher e)evation :�bo�'e the gra�3ing_ ��, � 1�� �#; Gra drd area � - t� �. , f ��,t Q 1�r51,�� �'�.�.���-ti" �*�.� A {Y'. �f ff1r�� Lt���.1�tY.J'� ��} t `j J� f . h�f.r'';(,,> �k [it.� 5. A,� �.� j� �t, }y f ����V�re}' +r'e�it s�f.x�/;S J;�.'�`li vf'��^{. �'� l� �E r+t r � +� "��3'fi 4 � ra� rrVl,S Aj> ��� f�i�S1f}-S.Y`3;,�..�. �h �J�-3y F�i'v?c�c',� �a� ���S�„��'i tK�-1 i;� c�,. �' ��.W r �7 �.� fc� � ���`�F �9"ti�J�yf��ir�.h'S41� y��f/���j �� �d�C���'f�'yy'S�^��y�y ��+'�ft*T B3IT1 , ��3��z5'�'i���r��f" '.����i�.���"y;���7 +���C�a':�'�lf�t�`�!�'^�x;�'��'+�.�u��� � �}} �Lc R � '�,�;, -Y 1 Z��"3 y�'1 < g'�f J E r ��'��Y'�.t'✓Y.�l; 4�! G >� ft{ �1v f��t,�'l ��,y� }?,�-.,r��yr. ��r�' �se .f'� ��T��i443 . 1^ ��'s�t r� � L1� s,� s'�ra k£ � i �:t':� 1`�-7 , A i�:t �} � � 41'��� �x��' � i � � ''rS�� �� >y ai a �y' ��b,Uc�r � G � +�t�"�''�t,'J� r✓ ✓-�} �f� -� }S Y �4 S j�fi.��.. 'f�'I':� 1•,., W 1z I 7�'��,q z?F(,if.i�7'.c iTa���� �_,a�� ' �',�.l..'�.� /,t��.y `_�h��;1F �}.? �,;,C�Lr yf,.�i�.s>'� L tii� ii ------ �Y3TagC �—,� � E � tp r� L�t � � De res_i�n 084710-0045 !�� '=--,�,;,;�.'�- .� . �, c � _ � �J t� _— — �-- WeyCJ � 'Prop. Lir�s 14602 � Mcycr 14454 . �'$ J l2"conc. ' 12"conc. 18" conc. SE. }32nd S7'. ' 12" conc. � I 1 � � I � 146th AVE. SE_ ► r _ ` • � . �` �\ Pagc ]: 1N�E-5T7GaT]ONREQUEST Type -��� PROBLEM: r \ �•�{J - PrrEJ��ED BY: �P ��C� Date: �-IQ�s6 ��'d bY: FILE�'0. � J C/�� � V � "-'' •.cciz'ed from: � � � . - //7� �DaY) �� �Ve) �� . �tE: � ����d� FHONE o��S~a��� ������711�i � ADDRESS: "�/��o�P�� ' �� �- ��;tY_!%�� Statc� Z.ip Location of problem, if differcnt: , � Reporled Problenr: C,aLL FIAST ❑ (Would L�cc ?o Ae present) ��X� � �ldu��� - '� - - -���o7-v- �ezlr- �-�a1r��c c.e d...�� � G<�/L�-G4%L �Z1�j. C.I,� 1�Y1��'i ./ip/ GL,YJ G'�� ������t1� ��c.z . � Y� ,� . �� �n S c��- �-- . �� Q,� �a� � � � " �� � �`� �'��- a����.��J� �Q�� °���� � � .��n�`� - ' � �� �� U� �y��u�� �.�� ��- ��� /�� ��� �-�� ,� . � �� _ � � � �, ��� �� ����,�. �-- �� ��� =zd��- � f � �` _ Q - ��.�� �Q� �'tG h t P/�L � /�-�lJ � � - � ���9�� �0�3<� _ ���'.���v��,���� F �amc: Lo� No: Block No: �� �o���� E � 0 P�'��-�-��, wr� �1 I C a�cncies in� ol�•cd: �/(�' No field invcsti�a[iort requircd _ _ (iniiials) — - -T_--�-_ TO BE COAfFLETEp BY COn7PLa1NT PROGR4n1 S7aFF � . . �. • � =�E —L,z �_ �_ - - __ '� S T R P�«1 r�o__08`�`�1��� �3 Kroll �� Th.Bros: Ncw l s� C�� ola �SO.� . B��n� ��� _ � co��►� D�S��c� Charge No. RFSPorsE�: Citizcn notified on by: phonc �etter in person )iSPOSITION: Turned to on ! / by OR: No further action rccom�mended because: _ Lead agcncy has been notificd: ____ Problem has been.corrccicd. No probJem has been identified. Prior investigation'addresses prob)em: SCE F1LE ff ____ Private problem - 1�iI?AP will not consider because:- � ��ater originates onsite and/or on neighboring parcel. Location is outside WLRD Service Area. Other (Specify)= A 'LQSED. / �� gy; _ . Knvc Covrrr�'��x Arm Larrn REsovxcE,s Drvisiox ��� _ DRAINAGE INVESTIGATION REPORT . - , n�vFSTtoAT[ox REQt�'r Type �C� P�tOBLEM:�Q . . � :; . , . �. �.� , � ,�l �� � VED BY� 'te: O ' b ���`� F� No. �. Received from:.,� �. : � . . - . . . • -��n , .�. �: .. . :;; ��� • . • • ' CDaY) �1 -. , �Ye�'. ;(" �.� .). NAME: �0{.�'= ���L� � . . '� . . . ' � ' - PHONE � {�� ' �'/ �y 7 ' " ':ti - _ . _ �;, ' • . - . .�-T--- �n�ss: /y�;��f� 133�� - �,�c��y�� � �s�t�= zzp��� . . � . . . _.. �� . � . . . . . . . . . .. . . . .. . . . . . ... . . . LOC'ATION OF PROB1 jF�rt,Ip DIP'FERENT: , ' ,r. ' .� )�/�r'u'� r � � ! `l G �4ccess Permissian Granted � Call'�TSI (9Voutd Likc To Bc Preseot) ,�I(�� � 3�a°�� . � �� Zal�o -. � l� + �/�j y . �,�.2 � ,�t�P� �9'�'� Q/l.� � �i � �- ��� . ��- a,,",f,C' . . .�� -� ��� �� a�.�t� �-. � .� ►����� �,��I � . 5 Plat name: Lot No: Block No: Other agencies invoIved; No 5eld investigation required •�:; r��;�. -+'r �:'' -.;�; '✓• ` :;y: �si;i'::.rt'V ��,j��- 't � -�"L- --�-�— -�- � . 1/a S T R Par�el No.lQQ��C�7^)1(n!) Kroll , /D Th_Bros: New �S� Basin LGt�. Council District� Charge No, R�SPONSP: Citi2en notified on by: phone )etter in person ��s���s � w /�«�� G����� �ss . �� ��rs /�.s� �� Co�/t-�� �,.�� G.� � �� l�-r� . �� /��r�r�•��o �'�-r� . DtSPOSTT[olv: Turned to on / / by OR No furthet action recommended because: Lead agency has been notified: Problem has been corrected. No problem has been identified. � Ptior investigation addresses problem: —n- SEE FILE# 'rivate problem -NDAP wili not consider because: � Water originates onsite Rnd/or on neighboring parcel. Location is outside WLRD Se ice Area_ Other(Specify): DATE CLOSED: �! j /�� By: /���PsS . ' ' � � ' I���i Comp]aint No 00-0763 N� I investigated By:virgil Pacamp� Date; .,, DETAILS OF INVESTIGATION . � - , , I went to the residence of Mrs.Lola Archer on 1129100 at 3:00 PM. Sbe wa9 not home at tiwnc of[he vigik-I was I able to spoke with Mr.Rene Treadwell (qeighbor of Mrs.Arc6cr)who lives at# 14005 SE 133`�St He is also - concern on the damaged gate and people enteringfusing the easemorn as a traiUaccess which is locaud at the backlrear side of his proporiy. Mr_'IYeadwetl showed me tbe damaged/torn down gate.He informed ma that the King cotmty bas iastalled the fence gate and sbowed me also drainage catch basm along the undeveloped aa�7. ' Investigation shows that the gate is located at tbe south end of the culdesne of SE 132"' Se The gste is made of i - ahin�inum grilU round ber and attached to a wooden post(4"by�4"by b feet).The gate is ai the comer of I�0`�Ave. 'I SE and SE 132°d Ave.St�7'he fence gate is detached from the�Ooden post and bent Inquiry revesls that the aecoss rosd is not included in tha list ofKC mairnained road R is a dirt road and undeveloped and no sffeet vehicular access. , � TO R/D POND 7rai1 . Gravel Road " N � � Damage Fence Gate DNTS �!'. 'f 3Z�D� ��. � ... I � ] 2 3 � �fi O �� 15 �a Areher #14044 �. ��. '7 33 R� �'T'� �. Treadwell � #14005 � g' ! 18 `� � 31 � 32 � �Fr. 1�8T�1 �4. 33 I � ' - KING COUNTY WATER E1ND LAND I2ESOURCES DIVISTON• DRAINAGE INVESTIGA'TXON REP�RT �, /�,,,�,, rrrvEsrraAnoN R�v�sr . Type = � �a _ �-�•=CG�J �Et�ED BY: � Date-�� OK'd b : IL�NO. 2�01 - Received from: , �� Co�� � (Eve) L_� NAME: PHONE ADDR Ciry State Zip G LOCATION OF PROBLEM, !F DlFFERENT: i Access Permission Granled � Call F�rst (Wou►d Liice To Be Prescnt) � � ` � C� �1 ��i2�� , .. � - . � � � i l,o �� �-� � �� ' `� ✓ ���i ��:�.�z�" c� �'� , �y , l_//�'�/'c� �'���J-��/1,1,P.�� !1�i/L� .��� ' _� C ��r o � t ►.� �. _ Fi�. E coP � � Plat name: �,G�� � 3�j � l Os' �(,1�,� Lot No: � - - Block Na;-. . K Other agencies �nvolved: � � - S �S No field investigation required :;� . :y,,y;�. �� �� 2-� � 1/a S T R P�1�to.o g 4? [ao 0 7 7 �ou�[Q_ Th.Bros: New '� � � P Basin � Council I?istrict�Z _ C e No. � RFSPONSE: Citize nori tifie on by: phone letter in person D[SPOS17loN: Turned to on / / by OR: No further action rocommonded because: - . l,ead agency has been n�tified: � � � ' Problem has been cotrected. No problem has been identified. Prior investigation addresses pro6Iem: � SfiE FILE# . 'rivate problem - NDAP will not consider because: , Water originates onsite and/or on neighboring parcel. Other(Specify); nerF �i.�srn: i i er= : — . . ---...��va�aavi• 1�1�1 Vltj . �xv�sncAr�oN R�QuEsr - Type C L P � � - �BY: �-S� Date: OK�d b : F[t,�No. 2��2 -�' te rved from: ��.1'e �r6�T . �I (Day} �z�� (Eve) ���?.S^) .�AME: ���f/� fi�Y �'G��� PHONE �SS-,S�Z•S'a ZZ6- /4`.37 ADDRESS- � � ���Z S� 133�� City /��=�r�ti State zu� Zip ���� LOCATION�F PROBlEM, IF DIPFERENT: Access Permusion Granted ❑ Call Firsl (would Like To Be Present} Q ' � SCE /���P��ED C G�4i� � �O�'OZ ��G-�T�� . �To ff T�C�� F��c.�,vG p�v �l,C, G'oo� � �'E-�-c c_ • I ��� . ! � ��� � . n r' r�� �e= T' ."����� , I.ot No: Block No: G��� C�u,er a encies involved; �- � No field investi tion r uired ' . .�Y_ � r �y.' �{ � c. i:�r "l, . ��'.';�l,f�_ • -rr[ .J7 -,�c t}.�r ,�r,� • ^3, ..�j r� 'r` � �f� � �.�:� _ ll�;:�� _� 4 a� �}��.���P?� .i:�. �� �+� �' �1 � �+ �,r�' � 1� �- , � S T R ParcelNo._�D��$ ,5"(5 KroIl,�� Th.Bros: New RDP� Basin f�_ ^ Council District��_ ;Charge No. ' � � RFSPONS,E'c Citizen nobfiod on ' by; phone Iettu in person . � . � ' . •_..r.�= . . , ,. ,�.. .�� � . .. ' �y` '��n�'.f.�'r .' . : . . . ,�.` . y��1'.•.'t� � ' DISPOSITTON: Tumedto on / / . 1 . .., �';.::;;���.:�:-;;:i4�'` _ - i : by OR No fiuther action recommended becanse:�;��.-=` . � . .. ,.._....._.. �r3�.,.�.:. _____ Lead agency has been notifio� � • � . . • .. . �,;;:;'��,,, �:L �. .r . .. _ Problem has been corrected. No problcm hes been identifi�d. Prior investigation•addres,s�"s�ptoblom: ' : , . . . � . . SEEFILE# � ,•�:t:c.r��..,� ' •�u��.,; - - _ Private probiem-NDAP will not consider bccauso: - , . � - . � ���,.>,:;��'=��` ,,. . - �' ?;rt��"... ,, ' .. ' - W.ater •<.. -�. � •,�z,,�� ?;;._- . . ori$inates onsitc aud/or on neighboringparcel. . _ . ;%�.�'� �"� . '.,:,.,°�.; . . . • �; .� . . . .. . . . . . ' �`� '•�`j`;�,'�;►r����+-` . . . �• •:'.N.�D>.:. . . . . . �Other(SPecily�• '��,�`'s`a:,� �. . � - `� -�LOSED: 't `r��.�►�%'i f���!�i',: . , • !._y;:. '','' tkt,. -:1.� 'i� .. •.� � t• +::�� • '�'-�y��� 4��.,�; . , . . � �1.✓:'7�.` '.;.' �+;• '. � .y�i r: '7�'-: `�_-_1-�� '. BY= :;r' �.;- :t .� � . � _ ..�:� .. t � . , , ' - `jr , . , . .. '. ..i:�.�tr. �',' -.. • . �'�:•� _�• �'„�� . . � • .Irr` ���'. ' . . '.l ?i . .._ � .l J,� .:�.ys���s:' ^ . ._Y� y�, �.. . � .. . . ;n.'—:r.' '�,•`�• � .� ':�''' . � .. 'Y'r`;:;:ir ' � .'',.'..�;� r.i_ . . ' • : �':-+'�j�' "r�� . : • _ , .. _ ` . .: �. ''L,'�''� • - �i�`d '_:��' ' ' ' ' � � � . .�. ' � . . . . . . ''�' �. �, . � � , � ,�. �J•.� '�' • . Drain�ge Problems Start Date problem strladdr eross street 10/23/2003 SS{1 NE 2nd St Lyons Ave NE Category � minor Description hom Mr. Brad Pugsley at SSl 1 NE 2nd Streei:The comer 1ot SE of the intersection w�th Lyons Ave NE. Reportedly ihe open ditches to the South of the intersection have capacity problems. The property at 551} NE 2nd St.has expenenced flooding. He was not paying storm water bitl because of ditch flooding investigation Status active First Name Last Name House number Address Street Brad Pugsley 551 1 NE 2nd St City Renton II Friday, January l6,2004 Page 1 of 1 �F�s.' ••ti'. . ���• ... �(�� �,� y- . . "4..a zY' �'� J �� � �, �i e "r. Lv ;; �Sp�ryd.f Y4�� x � � F� i � K�.r�� � 3,�zy�{3 '.dn+l,���. ' Y •. ,l ' 'i . •�A '�"'�; �4 °. ��E!'�`� i �..., r �,�,�'i � �! n �Vl�� i . ri . ,. :. .. � y,�.. � � i � rN�V'w�T ��d�yr�s{ v p• y }6. �g.7�v� 1� � % t i �'"e t �pi t a t : �,r r�r 4 � •iy a ,i w � �t g^`r , �i �� '�. ! twj" � �r �,� a � r: �'y„ r�S�; ir r::� >�r���p �� ` .. �� ?s��tk ��` *.''[''1a.�d�rb fi,�r i �^y � t l � r ��n r�.�.`ea � '"k r• .cr � � �r�' .����'�J j /{� � 5'y '° l. r� �i r{ . f a�hr�1`� �ft ��r � ,l � w� P� �y'A�•.1 )nYA��f�!'tPr r�''i�r;.s A'�i y .� K a t � ..y � �5 'w �� �1 d.y�4�J�1�P°;::� a ��f4:��.�y,"5+i?r���4jaX^��rv5 i9 � G5f' `� �? � ..'�.i, �� ?y r:v �;�/ rr�,�. 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