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HomeMy WebLinkAbout02790 - Technical Information Report - Drainage King County, Washington Level 1 Downstream Drainage Analysis � � D . 2 Pre�edBy.. Nicole E.Paulin� � Re�viewed��� W�liam J. Go�il;. I'�, = -- �= — � TRIAD ASSOCIATES Februar 12 1998 Triad Job No . 95 - 243 z 7 90 King County, Washington Level 1 Downst�eam Drainage Analysis Prepc�edB`y.• 2����$ Noole E.F'aulmg \��1 �o�� s' . • o y ��?IVZ2W2L��' � - . � WilliamJ. G�o�in, PE � �81� � � �xPrREs Z2 l� G� � �� � TRIAD ASSOCIATES Februar 12 1998 Triad Job No . 95 - 243 � TABLE OF CONTENTS INTRODUCTION...................................................................................................................................1 VICINITYMAP.............................».....»..............................................................................................Z UPSTREAM DRAINAGE ANALYSLS FOR THE SITE......................................................................3 DOWNSTREAM DRAINAGE ANALYSIS..............................................................•---.........................3 DOWNSTREAMDRAINAGE PROBLEMS..........................................................................................................3 RESOURCESUSED FOR ANALYSIS..................................»......................................................»......4 AdoptedBasin Plan..............................................................................................................................4 Critical DrainageAreasMap...............................................................................................................4 FloodPlain/Floodway Map................................................................................................................4 SensitiveAreas Folio............................................................................................................................4 KingCounty Soi!Survey.......................................................................................................................4 APPENDIX King County Drainage Basins Map King County Planning Areas Map SCS Soils Map USGS Map Lower Cedar River Basin Map Upstream Map Dowc�stream Map Off-Site Analysis Drainage Table FIRM Map Sensitive Area Maps (Water Types, Landslides, Seismic, Erosion, Wetlands, Coal Mine Hazards) POCKET King County Assessor's Map Site Map ' LEVEL ONE DRAINAGE ANALYSIS FOR WINDWOOD -PAGE i INTRODUCTION The proposed project is the construction of Windwood, a 112 single-family plat on approximately 28 acres. The project is located on the north side of SE 128�` Street east of 148�' Avenue SE. More generally, the site is located in Section 11, Township 23 North, Range 5 East WM. in King County, Washington (please reference the Vicinity Map in the following page). The site is located in the Lower Cedar River Sub-basin, Cedar River Basin as defined in the King County Basin Reconnaissance Progam Summary Volume II (please refer to the King County Drainage Basins Map and the Lower Cedar River Basin Map in the Appendix). The site is located in the Newcastle Community Planning Area(please refer to the King County Planning Areas Map in the Appendix). A site visit was made on February 4, 1998 a cloudy day. Vegetation on the site consists of second growth forest with light to moderate understory. The site has one drainage basin, which flows off the site to the south into a roadside ditch along the north side of SE 128�` Street. The topography of the site slopes to the southwest at approximately 8 %. The soils on the site consist of Alderwood `C' soils. Please refer to the SCS Soils Map located in the Appendix. '� ; � i � � li LEVEL ONE DRAINAGE ANALYSIS FOR WINDWOOD -PAGE 1 � - — � � �zf �t �— � �! �' � 2 �I �N � � � � � � � � n� 4n� sr f< < " sE �2en� st g � � � � � � � � �� � � � I �c I /T ,�� L � _ L � � � h ` _ � S� ,3�D ST � �ra.wr � � ar�r ' x � , CEAIETARY ��yy� L I M� � � VICINITY MAP NTS LEVEL ONE DRAINAGE ANALYSIS FOR WINDWOOD-PAGE 2 UPSTREAM DRAINAGE ANALYSIS FOR THE SITE There is a very small area tributary to the project site (please refer to the USGS and Lower Cedar River Basin Map in the Appendix). The upstream limit shown on the Upstream Map has been taken from the Lower Cedar River Basin Map. The actual upstream limit in the vicinity of the site has been determined to be offsite to the northeast, using on-site topographical methods. However, the Cedar River basin mapping has been used for this Level 1 Analysis to mainta.in continuity with the existing watershed data for this area. The site is approximately 12% of the basin tributary to point I (See Upstream and Downstream Maps in Appendix.) DOWNSTREAM DRAINAGE ANALYSIS Please refer to the Downstream Map and accompanying spreadsheet in the Appendix which identifies specific reaches of the downstream drainage system. Runoff from the site flows to the southwest into a roadside ditch on the north side of SE 128� Street (point `A'). From this point the runoff flows to the west, for approximately 700-feet, through two 18-inch concrete culverts that tightline drainage undemeath residential driveways (points `B' and `C'). At the northeast corner of the intersection of 148`� Avenue SE and SE 128'� Street (point `D') the drainage is directed underneath SE 128�' Street to the south, through a 36-inch concrete culvert. The culvert outfalls into a roadside ditch on the south side of SE 128`�Street (point `E'). The drainage continues west through an 18-inch CMP which outfalls again into the roadside ditch (point `F'}. The ditch continues for approximately 300-feet where it then enters a 155-foot long, 24-inch concrete culvert (point `G'). The culvert outfalls to the roadside ditch, the quarter mile point from the site (point `H'). The drainage continues west until it reaches the low point in the road, where it is then directed to the south (point `I'). The runoff is conveyed through a ditch, which is tributary to stream 0307 (See KC Basin Map in Appendix). No signs of erosion to the 1/4-mile point were evident. Downstream Drainage Problems No problems were found down to the 1/4-mile point. LEVEL ONE DRAINAGE ANALYSIS FOR WINDWOOD -PAGE 3 RESOURCES USED FOR ANALYSIS Adopted Basin Plan The site is located in the Cedar River Basin, Lower Cedar River Sub-basin. The site is also located in the Newcastle Community Planning Area. See Appendix for appropriate maps. Critical Drainage Areas Map The site is not located in any of the crirical drainage areas discussed in the reference section of the 1990 King County Surface Water Design Manual. Flood Plain/Floodway Map The site is not located on or near any flood plains as shown on the FIRM Flood Insurance Rate Map (please refer to the FIRM Map in the Appendix). Sensitive Areas Folio The King County Sensitive Areas Map did not reveal the site to be in a problem area in regards to landslide, seismic, erosion, coal mine or wetland hazard areas (please refer to , the Appendix for the appropriate maps). %ing County Soil Survey The soils on the site consist of Alderwood type `C'. Please refer to the SCS. Soils Map in the Appendix. 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C 328.4? 3p 259.23 342 (599.43) 6oI.15 � °N' � _ � I - � (I) $ � ^ � � � ,a o _ Z4p - o o `" - � 2 �� � SCALE: 1"=200' I N I � 2 � � � - N acz� � �. $ � v � DO`�NSTREAM MA pY� �° - - 6 5 � �; I ^ iot z.o I �, � F --� i u.21 300.� ; - 2 so � �- • OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement#2 Basin: Cedar River Basin Subbasin Name: Lower Cedar River Subbasin Number: A Symbol Drainage Drairtag�Component 51ope Distanc� ' Existing "Pntential ' Observations of field inspector Component Type Description from site Prnblems Problems resource reviewer, or resident Name�3ize - discfiarge Type:sheet,swale, cansrtictions,under capacity,ponding see map stream,channel,plpe, drafnage basln,vegehatfon, % 114 ml=1320 R overtopping,floodfng,habitat or organism trlbutary area,likellhood ot problem,< - pond;Size:diameter, cover,depth,type of sensitive destruction,scouring,bank sloughing, , ove�low pathways,potentiallmpacts. surface area area,volume sedimentation,incisforl,other erosion A Sheet flow into grass-lined ditch, depth 6 Site none none No problems observed roadside ditch varies 1-2 feet B 18" concrete tightline drainage under 6 100 none none No problems observed culvert drivewa C 18" concrete tightline drainage under� 6 425 none none No problems observed culvert drivewa D 36"concrete tightline drainage under 1 700 none none No problems observed I culvert 128th St. SE to south E outfall into road- very shallow ditch, grass 1 800 none ponding No problems observed, potential side ditch lined ondin due to to o ra h F 18" CMP culvert depth of ditch increases 1 855 none none No problems observed at this oint G 24"concrete tightline drainage to 1 1155 none none No problems observed culvert ditch downstream H roadside grass-lined 1 1310 none none No problems observed , 1/4 mile ditch II Triad Associates ��1�U9 Z2 JOINS PANEL 0669 1�2��7�3�"" �" 47°30'00.. CITY OF RENTON SOUTHEAST 116TH STHEET KING COUNTY � SOUTHEAST 716TH STREET �� �� � NATIONAL FLOOD INSURANCE PR06RAM � � souTMEnsT �isrH SrR ° EET ' W 7 2 � FI RM 'Y OF RENTON Q 530088 FLOOD INSURANCE RATE MAP soun+EnsT ,zoh+ sTaEEr KING COUNTY, � � _ WASHINGTON AND � INCORPORATED AREAS PANEL 982 Of 1725 1SEE MAP INOEX FOR PANELS NOT PRINTED) N Q F- F � 7.ONE X �� o � '' �� CONTAINS: � COMMUN(TY NUMBER PANEL SUFFIX KING COUNTI'. . �. UNINCORPORATED AREPS 530071 0982 F RENTON.CfTV OF 5.90088 0982 F KING NTY — CIT` � INCORPORAT D AREAS W 530071 Z W > a � MAP NUMBER SITE `�, 53033C0982 f ���Y,�� MAP REVISED: � � � MAY 16 1995 � � , � �a P�O'o o t' STREET SOUTHEA$T Federal Emergency Management Agency � � � � = SCALE: 1"=500' � SOUTHEAST 129TH • P��E � FIRM MAP , � y � . . j ��������� t4 i�S ,. . 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