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HomeMy WebLinkAbout03366 - Technical Information Report a 5� p-z7 � 33�� ! PRELIII�IINARY EMERSON SHORT PLAT � Renton, Washington � m m Technical Information Report ��� ----- ..�, : _ . , ��r����� "'"�► � �.�.��� � �� ���� � ,. � ~I` � � I ��1 � , l.� �T :,, � : .. �:._ _�- �r�d'�� ������� t�e � �� � a. �� s�`�f` _ _� �f+�i��`"l��l� ��l��'��r`���::� FOR Vineyards Construction, LLC P.O. Box 2401 Kirkland, WA 98083 Phone: (425) 893-8478 Fax: (425) 893-8498 c; '� o �Q � , �; .'-:-� � ui �,�;� -�,=_� ' u ;'� - �� �'�' U � ';+t! � �-. _ , November 10, 2006 Pacific Engineering Job No. 05153 � 3 �� _ _ , �� � _ , � TABLE OF CONTENTS Pa�e I. PRO.TECT OVERVIEW...........................................................................................................................4 II. OFF-SITE ANALYSIS.............................................................................................................................5 III. CORE A.VD SPECIAI,REQUIREMENTS .........................................................................................6 IV. FLOW COVTROL/WATER QtiAI.ITY FACILITY A�IALYSIS AtiD DESIG:Y........................8 V. CONVEYANCE SYSTEM A\:�LYSIS...............................................................................................16 VI. EROSION/SEDIlVIE\TATIO:v COTITROL DESIGiV....................................................................17 , J . , I. Project Overview The proposed Preliminary Emerson Short Plat is located in Section 10, Township 23 North, Range 5 East W.NI., on the west side of Field Avenue (140`�Avenue SE) between NE 7`�'Place and NE 9�' Street. The site consists of 0.69 acres. It is proposed to subdivide the property into 5 lots. Infrastructure construction to support plat development will consist of access roadways (no curbs/gutters/ sidewalks) and utilities. This site is currently an existing large, single-family lot zoned R-8. An existing house is currently located on the site. The site generally slopes from the northeast to the southwest at approximately 4% to 5%. There are some steeper, isolated man-made slopes in the northeast corner of the site. Survey indicates side slopes of approximately 30% with 4 feet of vertical differential. The site is mostly cleared, and overall drainage patterns are via sheet flow across the site. The surrounding properties are all single-family with the exception of a LDS church located directly across Field Avenue east of the site. A single- family development named Park Terrace is located to the south-southwest. This Plat was originally developed in the 1960's. The same applicant developed the new homes on the previously vacant Park Terrace lots. According to the 1990 King County Surface Water Design Manual, flow control and water quality treatment can be waived for this small project development. See Section III; Core and Special Requirements. A public hearing for this development was conducted on August 29, 2006. According to decision of the hearing {see attached hearing result), detention or infiltration is required for storm flow control and the design of the flow control facility will be according to the 2005 King County Surface Water Design Manual. Water quality treatment is not required per City of Renton approved design modification(see attached). Stormwater runoff for the proposal will be collected in a storm drainage system and routed to an underground detention vault. The flow control faciliiy will be designed to Leve12 flow control as specified in the 2005 King County Surface Water Design Mamsal. The flow control facility will be detention only and be located in the Road easement of NE 8`h Street. The facility will drain via pipe to an existing piped system west of the site. 4 i . 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' � j,� 1 \\ ' � � ' � -...� .�� 9 � s' S�-� 14 �1�` \ '.,.to � ~r9�,.-.��� �, 14:BB-4 � � � ' ���/'�'� �- � �;/�� q � :� . � . ,�: 4iFY+1� ���a� .. . � ' �w. �� d� 1+ .y:� � � I 4FB � � _..._.. �.. i 14FB+1 � � % � 14.�8'38 . •--��✓ .x � �I - � �\.� _ (''� .31 DB- 0 � ...: ; � �.,.14FBxll + ,... r. -�-<�...�13.H9-S 13.M9-�: ' 14.D�� l�. . , . .' ...�� � - ..-, � .- �»,. �:. ,� �,\� SF '� �. 14.i9-11:' r � . - .. . �� �. : 13.H9-1 13.H9-6 , ' ... .. . � �._ y�_..�y. . . 9,� a ' ...._. . , �... 13.F19'3 . . s � u �4 - . ... . ..� . ..�, . �. .., ... . 9.D2-S�4.;..:.,�ld�� 39,.E2,�4:_.:1 � n�r�.:: - ...s....._ �IF14=1; . . . ........ S. 9.. ' . ' . 9 P ...� . . �,^_-. �... 19 2- ' 9. 1 9.FP-2 9.E2�7 4�8.1 � .-• .'. ..a 4 � � " � 19,D2-3 ` ----. 14,E6=20 19FE 7 . �� .1 � . .._ ... . 9.E2- F Y9;E2-3... _,. � � y�-� 19.D2-1 ' 3 ,I . .. ._ ��� i.._...,..,,.,ly,�E,,,e.. ' 9.F � � � 19'\ .B ( . {' . . �, ' .„ � � ,� � \�,. , . l9.DC- 19 ` � 19.b2-7 q�a_i .� I �. I -.. � ... �sr. .-. .. +.�i I 1 ' 19,H2-6 � . �II p _� � �� -" i V� •r.-q ' F6 • 15 T23N R5E W 1/2 Q 2po 4Qo � ��Y � E6 G,� � Storm System 1:4B00 1 �� $ rBirw �rEcxi�c�, sEavicEs �N���;,� °°�`°" 10 T23N R5E W 1/2 � �N.�o o4n�o6 � 5310 1 � .. ____..a --- -.: :.:.-=- _.__ -_---- ...._. �-� _ _ - . -. ._. __.__ . —�-�-.�.--<,�- ....____..�__.. SECTION 5310 STORM DRAIN STRUC7URES AND OUTFLOW PIPE INVENTORY � The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O1W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) 7YPE sep (in) TYPE (ft} STRUCTURE INDEX _.._ _ _ ___ _ _ _ — -----_ 3205 53103701 14,C7-1 2-54. Y 393.58 389.1 389.1 C N 3X27 CMP 275 53102705 14,B7-5 z-z-168 _...__._._....._....._._.......--------....._..-------......................._....----._........... _......_�.__......__..........._............--------.._................................................_...._....._................._.._..._..__.._....__..........._..._._._._....____._...._.........._.............__..__......_......_........_._.._................_........_________..._..........._....._.._._..__........................._...._....----... 3206 53103703 14,C7-3 1 404.05 401.61 40137 S 8 30.3 53103704 14,C7-4 R-2150 — --- - -- -- - ---._........- --....._------...._ 3207 53103704 14,C7-4 1 404.05 401.02 400.15 S 12 144.5 53103705 14,C7-5 R-2150 3208 53103705 14,C7-5 1 403.34 400.T5 399.97 S 12 111.7 53103706 14,C7-6 R-2150 !I 3209 53103706 14,C7-6 1 403.95 399.97 399.36 S 12 183 53104701 14,D7-1 R-2150 __.__..___.._...--- --._......--------._�—.—.__�..__.......___�_...._.........,.--__�._.._..........._........_..----___..._...............-----------__._...._........._-----___..................__..__..._...._....................._......____....._......_...___..._..--------..._........................_.._._..._._.......... . __........_._._.............. 7790 53103707 14,C7-7 2-48. Y 405.89 398.37 397.82 S N 15 CPEP 128 53103709 14,C7-9 R-2956 __..�_____._.._._._._..._-----...--•-------_..__._..--------_.....___._�--____.._.._._...__—_____............_..__._.___._..�.._......_..__.____----_..__............._...._._..__..__..._..................._..__.___.._.__........_...................__.___.......__........................_.__._._.........._._.._._...__......_......._........._.................._......... 3210 53103707 14,C7-7 2-48. N 408.15 400.93 399.61 S N 12 221.6 53104702 14,D7-2 R-2150 _._.._..--�--T_...------ -.___----..__..._---..._— ....--- — ----------- _..__._.._ .._— .... -------_. . __.. ____----�-- - ------ ___...__ __-___ __ .... ._..._._......_ 7800 53103708 14,C7-8 2-48, N 405.94 398.62 398.42 S 12 CPEP 30 53103707 14,C7-7 R-2956 3211 53103708 14,C7-8 1 40634 403.49 402.91 S 8 36 53103709 14,C7-9 R-2246 7791 53103709 14,C7-9 2-48. Y 404.84 397.82 396.99 S N 15 CPEP 142 53103711 14,C7-11 R-2956 __...................__...___.__�_........._........____ _._.........................__.............._�__.._...._......__.._....---___.._...................._._._.....--------_.............._._...._....._.___.._......_....................._._.......---....___...............................................__.............__.........._......._....___..__..........................._........_._.._.........._.........__.................._......._..............................._............... __.......... 3212 53103709 14,C7-9 1 406.35 402.61 401.57 S 12 147.3 53103710 14,C7-10 R-2246 ----- -- --_�^—..__._.._........----------._..._.._.. __........._..__ _._......._...._._......----_._...__........._...._�__...................._......_.._ 7801 53103710 14,C7-10 2-48. N 404.86 398.1 397.84 S 12 CPEP 53103709 14,C7-9 R-2956 - -- -- - -------____... ___ --------...._..._.._ 3213 53103?10 74,C7-10 2-48. Y 407.25 401.54 400.77 S N 12 149.4 53103707 14,C7-7 R-2246 - ---- --- -- --..._..-----._....___.. 7792 53103711 14,C7-11 2-48. Y 403.52 396.92 396.73 3 N 18 CPEP 39 53103713 14,C7-13 R-2956 _ _._....—._----.._.. ....�...__�_......_..... _ ____._._ �..�... _..._.__T __-------�_..._ _...__. _ -------..._ .._.... . __...._.__. _... .. .. . __.._..�._ _..._...._......... _, _. __._...... 7802 53103712 14,C7-12 2-48. N 403.53 397.23 397.09 S 12 CPEP 30 53103711 14,C7-11 R-2956 Wednesday,June 08,2005 Page 232 of 560 ,t. . i ,, °�' �� �; .a � � ,� ( � � � ` i� , ` ... V � � .. r �`:� ij �,� - r - � � - 1 '' l . ;.0 .� '�� u � `. r; fh , � � � '�;c a 't e C) t; � SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVEN70RY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE IN.DEX TYPE cb GRATE UPPER LOWER GRATE OIW DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE (ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX __-------- ------.__--._ _._ _ 7793 53103713 14,C7-13 2-48. N 403.36 396.71 395.64 S N 18 CPEP 140 53103714 14,C7-14 R-2956 ----------�----__.�_._.._._......__...____... ... .. .............___.T_.—__------ ---------__._...------ --.._.._ _ _.................. _._.. . _..._._ _...---._..�__------.... - .. ......... 7794 53103714 14,C7-14 2-48. Y 402.08 395.07 392.62 N 24 CPBP 145 53103716 14,C7-16 R-2956 �— —. - -----_...----�----.._T�_..__._.__._�___._.._...... 7803 53103715 14,C7-15 2-48. N 402.05 395.2 395.08 S 12 CPEP 30 5310�714 14,C7-14 R-2956 �_ ---__ _ 7795 53103716 14,C7-16 2-48. N 401.82 392.62 392.53 N 24 CPEP 5 VALJLT VAULT R-2956 8025 53104303 14,D3-3 1 409.24 406.39 406.17 8 DI 36 53104304 14,D3-4 D-2266 --._.._.....--------------______—__.—_._,._._..._____....._........._................,.................._.._._..._.�_....___—_______--�----....__----...._......_...____.._...._�._._._._....__..........._..._.........._........................_...........__............__._.................._......_......_.................._........�..�....�........._..._.__......__.................................... . ___.._......... 8026 53104304 14,D3-4 1 409.27 406.17 405.8 8 DI 19 53103323 14,C3-23 D-2266 --- -- ---�-------_—...---_�----._._..� _..----._.__....._... ......... ..............�.._... .. .............-- -------........_..._.._...__......_....�.. ..._..._.........................._._...._ ......_..__.... .... . _._ ... .........._..,_.. 8029 53104305 14,D3-5 2-54. N 410.14 403.79 403.64 30 CPEP 110 53104306 14,D3-6 D-2266 ---- -----_-- -_....._....._.. __... . _---_-- .._..___ ----.._..---------- . ___. .___..._.._. ..._.—__...--- ------.._.__. _ -----._.._. 8030 53104306 14,D3-6 2-54. Y 411.54 403.64 403.42 30 CPEP 155 53104308 14,D3-8 D-2266 8032 53104307 14,D3-7 1 411.01 408.17 406.44 12 CPEP 13 53104306 14,D3-6 D-2266 ! -- --- --------- --._�____...---------------...___ 8033 53104308 14,D3-8 2-54. N 414.87 403.42 403.11 30 CPEP 55 53103326 14,C3-26 D-2266 .._... . _.......-----_____------ ------ ---� ... ..._..._...._....---------..._..-------....____...._..._....._..._...._.... .. ..... _..... _.........__. 3217 53104402 14,D4-2 2 Y 0 0 0 N 12 CC 0 53104403 14,D4-3 � _.._.._._____�.--- ----- -----...._.._.....__._..._..._._._..-------.._` �_ --------___.........._..........._ 3218 53104403 14,D4-3 2 Y 0 0 0 N 12 CC 0 53103401 14,C4-1 _.._..__.T—_ --�----.—..._----- -..__.�_ .----- .._..--------- —__--------------_ ___ .___ 8004 53104404 14,D4-4 CUL 405.83 405.51 18 CPEP 63 53104405 14,D4-5 D-2266 ----__.---------- — — --...____ _ 7787 53104404 14,D4-4 CUL 433.2 12 CC 53104401 14,D4-1 R-2950 _...... _..---- --.....---------•----- ------ ----_.___....______ _. _.._...._._........................--------- -_..._...._......... ....._.._. __.__ _ 8005 53104405 14,D4-5 2-54. N 413.51 405.76 405.75 C Y 18 CPEP 44 53104406 14,D4-6 D-2266 Wednesday,June 08,2005 Page 233 of 560 1 SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY � The inventory information for the storm drain system was compiled from numerous sources is I should be used for general guidance only. The City of Renton is not responsibfe for errars or m ss onsl when th sninformation ishused fo and 'i engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYpE sep (in) 1YPE (ft) STRUCTURE INDEX 8006 53104406 14,D4-6 2-48, N 413.75 405.75 405.36 � -- --- - -- --- ____— CPEP 42 53104407 14,D4-7 D-2266 � _....._..---.................._....___........._�..........___.____.._........_�. _ _______ _____.. 8013 53104407 14,D4-7 2-48. Y 413.66 405.16 405.24 C _.....__...._.........__......_.._................_.._..___.._...._.-----_................._._.__._. _..........._..---..................----__...._-----.�....._ __. 18 CPEP 178 53103453 14,C4-53 D-2266 � � 8008 53104408 14,D4-8 1 �� 412.77 409.67 409.36 S -�- ------ 12 CPEP 36 53104407 14,D4-7 D-22c6 � 8000 53104409 14,D4-9 1 419.72 415.92 415.61 S 12 CPEP 8 53104411 14,D4-11 D-22[�6 8001 53104410 14,D4-10 1 420.27 417.31 415.81 S 18 DIP 18 53104411 14,D4-11 D-2266 .._ _ ---_ �._._...�__ ..._ _.._...----�..._...—._ - ----.,_....—____. _----__.......__�._.._...�__�. .. _.._�_�..._..__---._...—_,......_.�_..._.---._.._._.. . 9 53104411 14,D4-11 2-48 Y 419.61 410.81 407.55 C -—--- ------- —.... —_ -------- -- ..__..__....... 12 CPEP 80 D-POND D-TOND D 2266 _�_...__----...._....._____..... .—�_ 1] 531044]1 14,D4-11 2-48. Y 419.61 411.61 409.48 C � � .____.._... . ...__. --- ----_. _--___ _ ..__._ 12 CPEP 82 53104412 14 D4 12 D-2266 � 8002 53104412 14,D4-12 2-54. Y 414.07 407.97 407.48 __ _._. . ._ __......_. . ___...._..._. __....---... .._._._...____ _. 12 CPEP 75 D—POND D-POND D-2266 8012 53104412 14,D4-12 2-54. Y 414.07 409.43 408.26 C __ 12 CPEP 16 53104407 14,D4-7 D-2266 8003 53104413 14,D4-13 1 413.86 411.86 410.97 S 12 DIP 16 53104412 14,D4-12 D-2266 — ___....._..._........_...._.......__.__.._......_._....__.............._.......______............._.. _._._. . _..._._.._._..........._....__..._._..._...._..-----_._..._............---...__.._............_._._.. _._. 007 53104414 14,D4-14 2-48. N 411.7 406.9 406.45 . C. .........----._.............__---..._.....�.........---___.._...�_......._.,_..---..._..................._...._.___.......__---.....�......................_....__...................._...�............_._.----_._._.._.,__..._.....�._._............._...... _ 18 CPEP 25 53104406 14,D4-6 D-2266 �009 53104416 14,D4-16 CUL 411.11 411.17 — — — 12 CMP 53104417 14,D4-17 D-2266/R-1762 � 8010 53104417 14,D4-17 2 N 415.99 411.17 409.57 C Y 12 53104412 14,D4-12 D-2266/R-1762 3219 53104501 14,D5-1 1 413.56 410.04 409.2 S 8 34.3 53104502 14,D5-2 R-2246 — _.............._..................._._...................._._._..._.------- _-----..............___._...___.....____...........__..__._.�. . 3220 53104501 14,D5-1 i — _._.........__._,.__._..............._._._.._.._....._..............._.................._........__................._._.�__._. 416.78 4I2.64 412.01 S _.. ......._...--------..._...._—_......._...-----__.......-------._............_.__..�._._. 12 ADS 32 53104502 14,D5-2 R-2716/R-2246---�_ _� -__...._._..... Wednesday,June 08,2005 Pagc 234 of 560 � tl :; �ti '� �MMV� � 9�. ;,�� a�;,�,,`, w,�k';�'� �p:. ,. . ��py .� `,..�irN1 � ....,,y; e',. 1'� �J� �� �:1f� �" 4`�16¢ . �,� . �, � �i'I r� R I xY', � � t'; �, �' � .... ,,.i., .. ...i�:�� .. : .. .. p F r � �•. rn?mr.h > pe �: ��..� ��' ,:.5 "4 ..� k�: _.. . � _. - . . . . � _. '" _ ._ ... - � � I SECTION 5310 STORM DRAIN 57RUCTURES AND OUTFLOW P�PE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not �Ve°f Sthe data and are�es'pons ble for the accuracylof the r wo k r engineering purposes and design. Users of this information must fiel y ID STRUCTURE INDEX TYPE cb GRATE UPPER L EWftR GnAPE OI p D(nM .PrIYPpE LEN ft)H STRUCTURE INDEX PLAN FILE WSDOT ? ELEV(ft) IE (ft) ( ) ------- ..— i --—_— ---- — 12 —_— 2373 53104503 14,D5-3 R-2246 I 3221 —_ 53104502 14,D5-2 1 413.56 408.75 401.6 S _.._._.._._..�_...._..........,__........_...__...._..........__._...........__._...............�.._..�..... ._.__............. .....__........__. ...........__............._ __. . ._.............—._....._._.__.........._._._�.......__..._..,�........___........_...._�........_..__.�......_�........�__..... R-2246 - 12 149.7 53104504 14,D5-4 _.._......_........._..........._.__._........__...__._........._..—.......`......__.._.......__._........__..__.__ ____ 3222 53104503 14,D5-3 1 405.75 401.6 400.5 S _... --- ---- --- --. — � R-2246 — 404.87 400.5 399.65 S 12 50.4 53104505 14,D5-5 3223 53104504 14,D5-4 1 — — — — 12 102.1 53104603 14,D6-3 R-2246 3224 53104505 14,D5-5 1 403.7 399.65 399.51 S ---. _ ..___.__J.._ --. R-2150 — 18 CC 0 53104507 14,D5-7 3225 53104506 14,D5-6 CLTL 0 416.99 414.51 : ___...__ ._....._._—__..._____._�___..............__. —_._........_....._......_..._._._.._......---......._..._._...........____...R_2246--___..........------_...__..._..._. . __.. ....._ __-- _. _.._ _N_ 18 93 53104508 14,D5 �.....__._.___.._---. ..._.—_.—_— ----_—... ..�._—_ 3226 53104507 14,D5-7 2-48. N 422 64 414 51 413 37 ___. _ .._.__. . _.. _. _. ', _._..... _ _.. R_ 46 _. --- .._—......__.------ __ . 22 ; -— — --- 1S 300 1 53104509 14,D5 9 ---�--_----.�.------.._.__ ..---_...� . _..__ .. .---- � 3227 53104508 14,D5-8 2-48. N 42259 413.37 403.48 C �_ __ ..-----_—.___._.�_..^._----. _ .��..._ ._..�__..._—_ —_._—....,-- ----- R-2246 — ---- --.._.._...._. _ ,.-..-----..-- _.___ 184.7 53104510 14,D5-10 --- ._—.._ -- -- _ _------- _.._.._. N 3228 53104509 14,D5-9 2-48. Y 409.49 403.31 399.97 C R-2246 150.4 53104511 14,D5-11 3229 53104510 14,D5-10 2-48. Y 405.86 399.97 399.18 C N 18 R_2246 ' I _ N 18 lg�,� 53104512 14,D5-12 ' 3230 53104511 14,D5-11 2-48. N 405.16 399.18 398.47 C R.2246 � .....................�.....__...................._......__..._.._..-----........__-----...----- _..._......................_�.._----........__...............---�...........__.._�. ........_..._...._.__.._........�_......._..._.._........_......_.......18....�.._.......__.............._.._38__�..�....___......OUTFALL_..___.....OUTFALL ......_.._.._..........--- 3231 53104512 14,D5-12 1 402.73 398.4? 398.4 C ----- �_.____T.---- __—�.._.—.....___--- —._—.._-----.—....�.------ R-2716 �. 428.74 424.32 423.68 S 12 ADS 149 53104514 14,D5-14 —.-------- — � 3232 53104513 14,D5-13 1 "—— R-2716 428.64 423.62 422.99 S 12 ADS 137 53104515 14,D5—I S — _ 3233 53104514 14,D5-14 1 R-2716 3234 53104515 ]4,D5-15 1 427.55 422.83 422.58 S 12 ADS 35 53104516 14,D5-16 _.._....._._....... . ......._ _ ---..... ........... _. ---.._. ...._ ._..........__�_.._._.._....---.._�....._..__.........._. R-2716 ' ---- ...._._._.._._.. . _._._---._.....___-_—�....�____-. _.�_..........--- _ -- - "--- 12 e,DS 117 53104517 14,D5-17 _._...... . 426.69 422.57 �19.06 S 3235 53104516 14,D5-16 1 Page 235 of 560 Wednesday,June 08,2005 _._ -- -- --------- .�.... _ .— _-- --- �� _ ___. _.. . . - - - �,,;=.z.,,.._.;. �w,u.;�� - .�„�� .�. _.._ _ - - - _-- - - -- ,,,�,,�r;:•:w�.''�w ,.�,;,�� , _ .. . _ _. � . ___ . . ._ . _ . _ _. _ . . .. . , „�., .: SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUGTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX ._-— _..-- ---- ___ . .. _.— 3236 53104517 14,D5-17 2-48. N 423.26 413.12 412.89 C N 12 ADS 135 53104501 14,D5-1 R-2716 --- -----._....._�__._.._. �__�_...............__..._..._�.._._..-------... ---.._._...._...................�_.._._._...-------�--�----._...._...................._.....____....------..__._......................................._..--------..__.._....__._............._.....�............................_.........----...__-----..__.._.. 3237 53104518 14,D5-18 1 418.45 414.52 414.05 S 8 ADS 32 53104519 14,D5-19 R-2716 _----- - ------- __...—.._..__...---- --------- — _ 3238 53104519 14,D5-19 1 418.85 413.67 413.21 . S 12 ADS 112 DETEN DE'I'EN R-2716 3239 53104520 14,D5-20 2 Y 422.12 413.6 413.07 C 12 ADS 32 53104517 14,D5-17 R-2716 — -- �_ _--- ---- --- ..._. 3240 53104521 14,D5-21 1 423.26 419.72 416.5 S 8 ADS 27 DETEN DETEN R-2716 _..___�________._......_._........_..,.___ ------..._._.._..........................___----- —__._____......______......._..__._......_._.._.—._._._._...----.._....:....................._..........._..------.......-------.__..__.....�._... _. ...........---------._...._............ __ __ 3241 53104603 14,D6-3 1 402.19 399.51 399.35 S 12 36.9 53104604 14,D6-4 R-2246 ---- -------.._......._---- -------.._._._............._._____ _� �._____._.._........_._........__._.._.._....-------_----._..........._....___...-- --._..._........_..............---._._ .._ .__ 3242 53104604 14,D6-4 1 402.33 39935 398.91 S 12 99.2 53104605 14,D6-5 R-2246 _.- ------ — -. _ _ __-- --- ----..___._....- ---._ _...--------------._...- --------- _......------.._ _._ 3243 53104605 14,D6-5 1 403.88 399.03 398.5 C 18 233.9 53104613 14,D6-13 R-2246 3244 53104606 14,D6-6 1 409.52 406.37 405.76 S 8 30.5 53104607 14,D6-7 R-2�46 3245 53104607 14,D6-7 1 409.65 405.45 403.55 S 12 129.5 53104608 14,D6-8 R-2246 _---....---------._.__�.___. �—_ _._..____..............._---- -._.._..___....._.__......___...__---..—_.__—__..........._..._..........._._..._........__ _......__.......�.._.........._..---------..___........................._...___._.�._.._......___._....._..__. 3246 53104608 14,D6-8 1 407.89 403.55 402.72 S 12 87.7 531046D9 14,D6-9 R-2246 _ ____ ---------- ---------. �-- ----.....__._...._.._..._----_.__....._.____. 3247 53104609 14,D6-9 1 405.89 402.72 401.19 S 12 30.5 53104610 14,D6-10 R-2246 3248 53104610 14,D6-10 1 406.28 401.19 398.91 S 12 � 119.6 53104605 14,D6-5 R-2246 3249 53104611 14,D6-11 1 405.66 402.06 401.49 S 8 31.4 53104612 14,D6-12 R-2246 _ _._..._.__ .. _... ._------- ------....__. _ ._...------- ---.._........_..--- --_._._.._ ...._ _...._........___..__...__........_.._____ __.. ..._ -----------._...---...__.... _ _. _ _ _. .. 3250 53104612 14,D6-12 1 405.66 401.44 401.19 S ]2 49.9 53104610 14,D6-10 R-2246 Wcdnesday,June 08,2005 Page 236 of 560 � � ` : - b 5_C-� t I. :� � ...... 'i��,.. �ak F �,�ii ��.. r;l � �Y0. ..�'{ �� ✓ ,.y �} �. � _ _ � .^ N N SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX —.. __ --- _-- --- --...— ------ -- _-- ____ _ _ _ 3251 53104613 14,D6-13 2-48. N 401.54 398.5 398.5 C N 12 42 OUTFALL OUTFALL R-2246 ..._.....��................_�......_..�__�..__._._....--------- ---_-__----...____----�--...._______..._._�_..--------�....__�..�....__._..._..._...._..-------__.__�_...____.�....-----...._._.........._..._...._..._..._....�...�..._.._._.__.....---................................._....__...._._...._...._.............�_..........._..._._..._............._........ 3252 53104614 14,D6-14 1 407.55 404.29 404.03 S 8 30.5 53104615 14,D6-15 R-2246 - ---- ._�—�____ -- -- ------ •------- --------....------------____..__._........___._. ._ __ 3253 53104615 14,D6-15 1 407.46 403.64 402.31 S 12 153.4 53104616 14,D6-16 K-z246 3254 53104616 14,D6-16 2-48. Y 406.77 402.31 398.5 C N 12 160 53104619 14,D6-19 R-2246 ----- — ---- ------- ----------- — - —. 3255 53104617 14,D6-17 1 406.24 403.2 403.11 S 8 3tl.5 53104618 14,D6-18 R-2246 _..-- ----- — ------- -- --------______---------.._....__..._._......._.._._._ _..._ _.._.... _. _..__ _ 3256 53104618 14,D6-18 1 406,29 403.05 402.31 S 12 98.2 53104616 14,D6-16 R-2246 _--- ---- - — -------__------.._......------.. .... _. _ _....�.----___---------___ 3257 53104619 14,D6-19 2-48. N 401.86 398.5 397.97 C N 12 39.7 OUTFALL OUTFALL R-2246 - -- — ----- ---_.._...__..._..__...---____......____---._.. —�.------------..._..__._._ 3258 53104621 14,D6-21 CUL 0 397.28 396.9 18 78.8 53104622 14,D6-22 R-2213 3259 53104622 14,D6-22 2-48. N 402.32 396.9 396.65 C N 18 89.5 OUT OUT R-2213 — -- -----__ 3260 53104623 14,D6-23 1 403.11 398.34 396.92 S 12 141.4 53104624 14,D6-24 R=2213 ___....._........_--____---__.—.----..__.._�.,----.._._.._.._._.�_,�....._....�__._.....- -- ---�. .._.__—_____..__...----._..........._._..._._................................_........___..._._..-- ----__...._...----._ _.. 326] 53104624 14,D6-24 2-54. Y 401.81 396.92 396.7 C Y 12 25.5 OUT OUT R-2213 __---- -- -.._..______---.___— -- __._ _ 3262 53104626 14,D6-26 1 402.6 399.55 398.52 S 12 101.1 53104624 14,D6-24 R-2213 --____ ______ 3263 53104627 14,D6-27 CUL 0 398.36 397.51 18 0 DITCH DITCH R-2213 3264 53104629 14,D6-29 CLJL 0 418.05 415.7 12 N-12 22 53104630 14,D6-30 R-2312 ---..._..._..._..-----------..._..._�__.._._.__......._.._.. _............_ ......_..__...._.................._ ...._......_ ---------- --------...-------_...._.._......_....._._............._......._........__.._...._.........._.__....._......_..._.. _...._._.__....................................................._ _ 3265 53104630 14,D6-30 1 418.35 415.29 410.67 S ]8 N-12 140 53104631 14,D6-31 R-2312 Wednesday,June 08,2005 Page 237 of 560 SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUGTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX — -- ------ 3266 53104631 14,D6-31 1 414.82 410.67 402.89 S 18 N-12 150 53104632 14,D6-32 R-2312 _---._.._— _...------. ..__--_�_______-__._____.�..._...__...- --- ------------_.. .. .__............. _._. __ __ _ 3267 53104632 14,D6-32 2-48. 410.84 401.83 400.66 S N 18 N-12 281 53105717 14,E7-17 R-2312 -- --...- - --- _---- -- ------..........__.........�............_.._..__---_.__ 3268 53104633 14,D6-33 1 411.08 406.8 403.3 S 12 N-12 6 53104632 14,D6-32 R-2312 3269 53104634 14,D6-34 CUL 0 407 406.76 12 N-12 24 53104633 14,D6-33 R-2312 __-- -------- --___ ____ 3270 53104701 14,D7-1 2-48. Y 405.28 399.36 398.79 S N 12 1063 53104714 14,D7-14 R-215o _-.._._...---------------------... .......__ __...... _ _.. _..�..- -----------------...__________ _ ...... --- --.._._._.__... .. _ _ _ _.. _...... 3271 53104702 14,D7-2 2-48. Y 408.31 399.61 397.57 S N 12 195 53104703 14,D7-3 R-2150 _ _-------� _____._.__._-__ _----- - --..._...- ---- -- --------._._. _ . _. ---------- ---...-----.....---- . ....._ ___ _ __. 3272 53104703 14,D7-3 1 401.63 397.57 395.13 S 12 154.8 53104704 14,D7-4 R-215o _._ _...------.. .___._.......---- -- .. -------------- ----__.___... . ._ ...._.._.........__.,...._.__..._. __...—._...-- --------------....._ _ _ _ __.._.... _ 3273 53104704 14,D7-4 2-48. Y 398.87 395.13 394.87 S N 12 52.5 OUT OUT R-2150 3274 53104705 14,D7-5 1 397.92 396 395.13 S 8 87 53104704 14,D7-4 R-215o __._ _ _.---_...._ 3275 53104706 14,D7-6 CiJL 0 393.6 39238 18 25.3 53104707 14,D7-7 R-2150 --- --- ��—..-----._..._._..___._.�___._._.�.�.__---•-------------------.._.....-------.._.._ ..__._..__.........._... ....._....... . ....,............---._.._.__�___._. ._ .. _ . 3276 53104707 14,D7-7 1 393.78 392.13 392.02 S 18 35.3 53104708 14,D7-8 R-2150 -- ----.._--- _____...._........___........._......_........ 3277 53104708 14,D7-8 1 395.82 391.87 391.78 S 18 42.9 53104709 14,D7-9 R-2150 ------ --_-_----__....._ 3278 53104709 14,D7-9 2-54. Y 396.35 391.28 390.73 C N 24 90.5 DITCH DITCH R-2150 3279 53104Z10 14,D7-10 2-54. N 396.34 393.7 392.66 C N 18 CC 150 53104711 14,D7-11 R-2150 __....T..._� _. -------- -- ------.._.. ._. �._.. . ._ . _....._...._......_._._......_..-------._.......--------..._..__._.__...__..__. __ _ 3280 53104711 14,D7-11 1 396.25 392.66 391.9 S 18 CC 150.8 53104712 14,D7-12 R-2150 � Wednesday,Junc 08,2005 Page 238 oi'S60 � ,� � ; - ��,.�... ':., .i � �' i. , �Di � � � �— � ',I �- .. . . , �' ' �� �,...:.-. - "._ �' �. ` .. • _ ' _ .a ....._ `__ ' . ' . ___ "_._. � '� � 1 i � � r _ _ _ - SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data�and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYPE sep (in} TYPE (ft) STRUCTURE INDEX ---._____ _ ___._.- __. 3281 53104712 14,D7-12 1 395.97 391.9 391.18 S 18 149 53104801 14,D8-1 R-215o ------------------.____ __.... ....... _.._._..--- ---- -_._._�._. _.. .._..___..__._...--- ------____...----.� ___.._..--------- __ __ _ 3282 53104714 14,D7-14 2 N 407.2 402.3 400.2 C N 12 0 53104715 14,D7-15 R-22a� 3283 53104715 14,D7-15 2 Y 404.6 400.2 396.4 C N 12 0 53104716 14,D7-16 R-2246 � ~� 3284 53104716 14,D7-16 2 N 412.2 396.4 394.6 C N 24 0 53104717 14,D7-17 R-22a�, --- _ _ 3285 53104717 14,D7-17 2 Y 411.1 394.6 393.7 C N 24 0 53104718 14,D7-18 R-2246 _.__.___._.—�._---.._..___ _. ...... .... ..- ---._...__---__—_-----.. ....._ . _..._.___._._...__..._..__..._.�._.�._._. _..__...-----...._.._..._....... ........ _.._... _ _ 3286 53104718 14,D7-18 2 Y 403.4 393.7 0 0 R-2246 _.._._.. __----__....----- ___... ...______----- ----.._._.. -------- --__..._-- ---_.____..._ ____ 3287 53104720 14,D7-20 1 404.35 401.46 400.54 S 12 39.3 53104721 14,D7-21 R-2273 ------ ----__._.._-- ---------- ...__.._...-- ----_ ........-- ----- - -.._. __.....------------ . ._ ..__ _..__ _._____ __ 3288 53104721 14,D7-21 1 403.6 400.45 399.03 S 12 138.5 53104722 14,D7-22 R-2213 3289 53104722 14,D7-22 1 402.18 398.89 398.42 S 12 100 53104723 14,D7-23 R-2213 3290 53104725 14,D7-25 1 401.07 398.72 396.61 S 12 104.7 53104726 14,D7-26 R-22 t 3 _ ..._.._.. _..- ----------..-.___..---._._.._.......... _...._..._...---------�_.._............_.. ------...-�----..__...._.................__..._ . _.... ... ...._....._.....----.._..---......... . .. ........... ..___�._...�,... ..... ... . .. . . _ 3291 53104726 14,D7-26 1 400.16 396.51 396.15 S 12 45.6 53104727 14,D7-27 R-22�3 _-- - --- --_ _.__._._._.__.._.... _..--�---..___._.__...._..---..._.._..- ---------...._........................_..................._......_____�......_............_....._. 3292 53104727 14,D7-27 1 399.62 396.15 395.55 S 12 94.4 53104728 14,D7-28 R-2213 ----- --- --------.._---__— _ 3293 53104728 14,D7-28 1 40037 395.55 394.79 S 12 129.7 53104729 14,D7-29 R-2213 3294 53104729 14,D7-29 2-54. Y 399.41 394.79 394.52 S Y 12 15.5 DITCH DITCH R-2213 __..--- - ... ,_._ - ------- ------ _ ....._--- ----- _ .._....._ _ __ __... _....... ....... . _ _ _ __. _ 3295 53104730 14,D7-30 2 N 400.22 395.66 395.17 C N 18 68 53104731 14,D7-31 R-2213 Wednesday,June 08,2005 . Page 239 of 560 �� —, . SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENT�RY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYPE_ sep (in) TYPE (ft} STRUCTURE INDEX _____ _ __.- - --.. ----- _...— -- --- ---..__ 3296 53104731 14,D7-31 2-48. Y 402.87 395.17 394.79 C N 18 86.3 DITCH DITCH R-2213 _ _.....------- .. ....___—_____.._�............._.....� .��.___._._.�.. ... . ._..... ______...._..._._..... ....,_...._._....__........_.._....... ._. . ._ ..._..._ _ .. _........_......................... _......._.._._._._........... _.... __.................. _ 3297 53104732 14,D7-32 CUL 0 394.25 392.55 18 58.6 DITCH DITCH R-2213 _-- -- -- ---- ----.._.,_ —____._...---- -----.....__._._�_.�-----...._.._..............----.._......_._.._._.._._.._�---...__._..........._..._._....__....._...._......__. 3298 53104734 14,D7-34 CUL 0 397.91 396.2 18 286.6 POND POND R-2213 3299 53104735 14,D7-35 CLJL 0 0 0 0 53104736 14,D7-36 R-22�3 ._ -- ---- — __ ._...�------- ________..._._ _ 3300 53104736 14,D7-36 2 N 0 0 0 0 53104730 14,D7-30 R-2213 _ ._---._.._._.._..... . ....._.....____.._.. _. ........_.._.__.�..._. ------._....---...... ......._��____._ _. .__....._...._....__......_..._ _._------._ .. _............_..---._. _..._..__. . _......._.__...... ..____._..__........_.. 3301 53104737 14,D7-37 1 406.33 401.67 401 S 12 CPEP 153 53104738 14,D7-38 R-2284 _ ._...............----------..._.......__...----------......_........�_------...._...._.................._......______.__..._......_.................._... _.._..__._..........._...--------._...._....._.._...................._....._..__----__.._......._....................._...._..------......._....................____..__�.__..._...................._...._........................__._.............__...._�...._....._............ . 3302 53104738 14,D7-38 1 404.61 400.85 399.74 S 12 CPEP 73 53104739 14,D7-39 R-z284 , _._.._ ----____ _.__.... -------._._. .._.......--�------ _._______---- _._....._..----------......__ _ _ ___... ___...__. __ _...__._. _........ �._..._..........._ _..._........_ ._ _..__..... 3303 53104739 14,D7-39 1 403.47 399.74 395.86 S 12 CPEP 115.9 53104740 14,D7-40 R-zZR4 ' 3304 53104'740 14,D7-40 2-48. Y 401.54 395.85 395.14 S N 12 CPEP 117.4 53104742 14,D7-42 R-2284 _ _. —. _. �---------..__ 3305 53104741 14,D7-41 1 398.26 396.18 395.79 S 12 CPEP 71.8 53104740 14,D7-40 R-2284 _... ....._..------------................._ ___�._....._...._ __.._......._.._._........_..._......._. __..__.._......_....__------_...._....._____�._..........-------------...__ __.._._..__..._. _ .............. _...-----......._.. _.........._......_........ _._ 3306 53104742 14,D7-42 2-48. Y 400.33 395.11 393.66 S N 12 CPEP 74.3 53104743 14,D7-43 R-2284 — - -- ----- ---....___ _......_..- ------- ------...__.._...- -------...---__ ------._.. ... _.—_._...---- __ __... 3307 53104743 14,D7-43 2-48. N 399.54 393.66 393.45 S N 12 CPEP 37 53104844 14,D8-44 R-228a -- _ _-_ -- ---- --- -_ _-----__ _ 3308 53104744 14,D7-44 2-48. N 399.28 392.98 392.6 S N 18 CPEP 61.7 53104750 14,D7-50 R-2284 3309 53104745 14,D7-45 1 403.98 400.38 398.78 S 12 CPEP 119.4 53104746 14,D7-46 R-2284 � _.....-- -. ..._�-- -�.._.._..._ __.._ _------- ......_----- -...._._...---------......----------. ..... ..._...---....� _-------. _....... ._...---____._.._.._ 3310 53104746 14,D7-46 1 402.78 398.78 397.75 S 12 CPEP 72.5 53104747 14,D7-47 R 2284 Wednesday,June O8,2005 Page 240 of 5G0 �� , - � ,. ., ; . ;�._._.,. � _-- ., `�,, i � � F, � , � � � 's�v.., 'r°w:'� -_ -- . . �� Y , � SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX — -- —_..__._...---�_------..�--- -------. _ __ _. 53104747 14,D7-47 1 401.59 397.75 395.51 S 12 CPEP 44.4 53104748 14,D7-48 R-22sa -------. ---------__..__.....__,. - --... .....-- --...._..._____----___-----____.----__.__.._....___... ---_..__...___ _.. :. ..........._. . _._.. --- 3312 53104748 14,D7-48 2-48. N 400.72 395.51 394.22 S N 12 CPEP 150 53104749 14 D7-49 R-2284 - ---- —______---.._..__.......---------- ----_______._.._.......-------....... 3313 53104749 14,D7-49 1 398.99 394.26 393.45 S 12 CPEP 25.6 53104744 14,D7-44 R-2284 ----- _ -- _ 314 53104750 14,D7-50 2-54. N 400.51 392.6 392.36 C N 18 CPEP 44.7 53104751 14,D7-51 R-22sa " ------ ------._.__...----_ ___ --__ . 3315 53104751 14,D7-51 1 397.21 392.36 391.42 S 18 CPEP 44.5 53104752 14,D7-52 R-2284 -- ..------- -- ------------.._.... . __.._... _ ............ ....... . .. _ ................._.. ...�.___ -- ---- ---- ..........._............._---...._........---..._...._......... . ............ _ _.. _ 3316 53104752 14,D7-52 1 396.65 391.42 391.34 S 18 CPEP 30.5 53104709 14,D7-9 R-2284 ._..._._..-----�----__._._...._.._____ ._� _�............................._..._.................�. _...... _. _.__.._............_................_......_....._...._......... .._..............__ _......_.._._._._._.__...----._...._...__......__.....---.................._.._.............._..............__....��____._......_...�...�._._.._._.._._.. 3317 53104801 14,D8-1 1 395.6 391.18 390.4 S 18 161.9 53104802 14,D8-2 x-zlso _._....__ .__ __ _------ -----__----- ----__---------.._ _. . __ _ ____ __...._._.._.. _ _ 3318 53104802 14,D8-2 2-72. N 395.2 390.19 388.9 C N 36 CC 0 53104803 14,D8-3 R-215o 3319 53104803 14,D8-3 2 Y 395.5 388.8 389.27 C N 36 CMP 0 OUT OUT R-215o - ------- - —____ ___ _ 3320 53104808 14,D8-8 1 405.86 402.31 402.04 S 12 CPEP 53 53104809 14,D8-9 R-2284 --�---___�_�.._...._..__..._....___..__..._....__ ......_.__.........__.. _..---._.........._._.........._. __........_.__...._.....------......... _..---....._.�....._..._._..----__—_----.._�__........__........., _.._.._._...�_....._..---- --- �._.._.._...__..._._ _... _ _ 1 53104809 14,D8-9 1 406.1 402.04 401.67 S 12 CPEP 673 53104837 14,D8-37 R•228a -- -�---- ------ -------__� __.__---__��..___....... 3322 53104$10 14,D8-10 1 408.19 404,11 398.02 S 12 CPEP 149.6 53104811 14,D8-11 R-2284 _— --- __._ __ _ ___ .. 3 53104811 14,D8-11 1 402.42 398.02 397.25 S 12 CPEP 133.3 53104812 14,D8-12 R-228a ----- ._ __ _ 324 53104812 14,D8-12 1 401.1 397.25 396.92 S 12 CPEP 73.7 53104815 14,D8-15 R-2284 __.. . __...._ ._.__.— -------_____.._..-- --------------._.__..__...._...... _...... __......---•--..._ . __..... _ _ . _... ' ......_ __. .. . _..._ _.. . . _..... 3325 53104813 14,D8-13 1 402.5 398.79 397.8 S 12 CPEP 83 53104814 14 D8-14 R-2284 Wedncsday,June O8,2005 Page 241 of 560 SEC710N 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT 7 ELEV(ft) IE(ft) IE{ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX -._ - - -- ----- - -_...--- ---__ _ _-------------__ 3326 53104814 14,D8-14 1 401.63 397.8 397.25 S 12 CPEP 34.7 53104812 14,D8-12 R-2284 _...----.._`.__...---._.. . ._...___------------._..._.._ ..._..------._........_..____.... ..............--------�----....._...__............. _._.._..._.._._............_.__ ......... __._.._...._...................._. _.........._.._...._....---....._...__ - ---............._..._. . __ 3327 53104815 14,D8-15 1 440.44 396.92 396.8 S 12 CPEP 31.2 53104816 14,D8-16 R-2284 ---- -- ___.. -------------__ ._..---- _...........__��.----..- _�_. .__..--�-------------_...._._..... __ 3328 53104816 14,D8-16 1 399.7 396.8 396.63 S 12 CPEP 30.5 53104817 14,D8-17 R-228a 3329 53104817 14,D8-17 1 400.13 396.63 395.51 S 12 CPEP 213.2 53104748 14,D7-48 R-2284 7768 53105301 14,E3-1 1 449.44 446.34 445.88 S 95 CPP 95 53105302 14,E3-2 R-295o ____ __...- -----.._..------ _.....- ---.._...- ._ ........................._.�----.......__...__._........ .. . .__.._._..._._....----._ __........__...--- __...----....__ _..............._......................_.. . .......__ 7769 53105302 14,E3-2 1 450.18 445.88 443.08 S 12 CPP 192 53105303 14,E3-3 R-2950 ..._.._.........____---___..._..._................____.�._._-_._..................----------._._......_..----...�..---.._.....�-----____......�.�...................�.�----------__._.._..............._..._.....__----------.._..-----_............._.._...._--....._......_�..__........_......_......._.._.__,..._.__........._........__........_......_____........... 7770 53105303 14,E3-3 1 445.98 443.08 442.56 S 12 CPP 30 53105304 14,E3-4 R-2950 _._.._...__ __._..._ ._ _._ _..------ ___--- --- _..._.......�--------- _..__..-------__._..._. .---_-- --------..._ .._ . ....-----____.__ __.._ ______ ___ 7771 53105304 14,E3-4 1 445.96 442.56 440.33 S 12 CPP 103 53105305 14,E3-5 R-2950 - - _ 7772 53105305 14,E3-5 2-48. N 444.83 437.23 435.95 S 12 DI 34 D-POND D-POND R-295o 7781 53105306 14,E3-6 1 436:83 436.5 431.43 12 CPP 107 53105307 14,E3-7 R-2950 _...�_�__.._...._...------- _-------- ---.._._..._.........__-------------..__�._._......................----�--�--..._........_....... __ ---------....__.�.---__.�..._..... ...------ ----- - _._....._.....................__...---- __ _ 7782 53105307 14,E3-7 1 434.93 431.43 428.62 12 CPP 138 53105308 14,E3-8 R-2950 -- - - -- - ------- -------.._..-----------------..._....................... 7783 53105308 14,E3-8 1 431.68 428.62 428.11 12 CPP 93 DITCH DITCH R-2950 _ -- -._._.- __ .... _ -- --- ---. __ _ . _ 3330 53105401 14,E4-1 1 470 467.5 464.5 12 200 53105402 14,E4-2 asTLEwooD 1zANc. 3331 53105402 14,E4-2 1 468.85 464.5 462.31 12 73 53105403 14,E4-3 aSTLEwOOD RANc _.._....... . __._ -----_�....- ----- .�__ _ _._ _..........._...._._.__ .__.... _..---.. _...._. _..._. . _... _. .. ............_... _..__....................._._...._....... _. ... ... . 3332 53105403 14,E4-3 Z Y 468.65 462.31 451.85 N ]2 168 53105404 14,E4-4 CAST.WOOD. , Wednesday,June 08,2005 Pagc 242 of 560 �!�'� i �� a i � ; � _ __ ' _ � , ' ! � � . , , . � a.�,...�i � : _ � SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for arrors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX ---- - -__- ---- ---..-- ...__- ----..�_�_ 3333 53105404 14,E4-4 1 455.6 451.85 435 12 168 53105405 14,E4-5 45TLEWOOD RANC _......____—_ _..__._... ..._... _ ....----------......_..._.. . . .._...�------..._ _ _ .....----..__....--�--._. _ ..... ____------. ._._....._............____.. _ _ _ ' _.....__.... 3334 53105405 14,E4-5 1 435.86 435 431.03 12 120 53105406 41 E4-6 ASTLEWOOD RANC -- _-- ___– ----- __.....-- -----.. _. ___ 3335 53105406 14,E4-6 1 434.96 431.03 430.08 15 95 53105407 14,E4-7 �.STLEWOOD RANC 3336 531p54Q7 14,E4-7 1 433.17 430.08 429.72 15 36 53105408 14,E4-8 a5TT-EWOOD RANC -- _ __. ___.__ 3337 53105408 14,E4-8 1 433.17 429.72 427.82 15 190 53105409 14,E4-9 ASTLEWOOD RANC _ ...--------__......-- -------.. ...._ ------.___...._. . ._....--------._._..._ ___--..........------._ _......_..._........._ ._ .,... _......------._..._._ ._ . . ..... .__._._ . 3338 53I05409 14,E4-9 2 Y 434.3 427.52 427.52 N .5 20 OUT OUT CAST.WOOD. _.__._.—�___.� _.__......._......._._..__ _—.__..__._�_...._ _..__.....----- ......__...._..__ ._—_____._._.---__..____..__.._._.._.........._..__........._...---..._.._._._.._..._----.............----..__....__..__........_...._........_...............................................__........_...._ 3339 53105410 14,E4-10 CLTL 0 431.8 427.82 18 20 53105409 14,E4-9 ASTLEWOOD RANC _.._.._ _--..__._...--- ----------._ .._-----.._..-----..._... -------...._ ____................_._ _....._..__.____ _ ...... ..------------._.�__. ...._..__.__ _ ._. ..__---- 3340 53105411 14,E4-11 2 Y 0 0 0 C N 12 CC 0 53105401 14,E4-1 FIELD __ _ ____ _ _. 7773 53105412 14,E4-12 1 441.83 438.23 437.97 S 12 CPP 53 53105413 14,E4-13 R-295o __ _---_____ ___ 7774 53105413 14,E4-13 1 443.26 437.97 437,23 S 12 CPP 148 53105305 14,E3-5 R-2950 __.._....----.._...._......................_...........-------._..._.._............_._....-�----...---�----.................._....._..----...._..---._...._..._......._.......___..._.._.._..._........_........_.........._.......---._.....�...._........__._....__......_.................................._..-------------�--......_........................._----..._._....__...-..__............................................................ ... ..._ __ 7775 53105414 14,E4-14 I 443.28 439.08 437.97 S 12 CPP 30 53105413 14,E4-13 R-295o _ ___ � -- -- -- -- ----- -- ------...._..._..----------.__.-_.....__._..__.._ 7784 53105415 14 E4-15 1 452.7 449.2 449.4 12 CPP 10 53105411 14,E4-11 R-295o - - - - — --- -- --- - ___--.__- 7776 53105416 14,E4-16 CUL 443.93 436.96 12 CPP 10 53105417 14,E4-17 R-295o - -- _. --- 7786 53105417 14,$4-17 1 437.07 436.75 12 CPP 22 WETLAND WETLAN� R-2950 _._.....__ . _ .....--- -------. . �.---- ---_.. _ - _.... _---._._._..--.._ ...�__._._....-------------. _ .. _.__� _. . ---..._..._._......._........ _. 7777 53105417 14,E4-17 2-54. N 444.37 437.07 434.22 C 12 CPP 84 53105419 14,E4-19 R-2950 Wednesday,June OS,2005 Page 243 of 560 _ . SECTION 5310 STORM URAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE (ft) TYPE sep (ln) TYPE (ft) STRUCTURE INDEX --- ---------___— _.__.._.--__- ------------_-- _ 7778 53105419 14,E4-19 1 437.72 434.22 428.74 S 12 CPP 59 53105421 14,E4-21 R-2950 ---------- ------------___._�...._ .....__.._....- -----. - ---__.__, ._.... . .........._ ..-_--- ----------------------------- .._......_... . _...._._.._.. _____ _ ___ _ 7785 53105420 14,E4-20 CiJL 435.97 434.22 12 CPP 32 53105419 14,E4-19 R-295o �...----____....--------- --_ _.__�._ ._._....____._. ..... ._._ 7779 53105421 14,E4-21 2-48. Y 437.44 428.74 12 CPP 53104401 14,D4-1 R-2950 7780 53105422 14,E4-22 1 436.71 433.71 428.�4 S 12 CPP 13 53105421 14,E4-21 R-295o - -------_.__._ _ _ 334] 53105501 14,E5-1 1 468.05 465.55 462.31 12 215 53105403 14,E4-3 ASTLEwooD ruNc _.............__---- - --.._......._..__................................._............._.........�...._._.________..._......_.__....._......-----------------.......__........._._._...._......_........__.�_........................_._.........................__..........--___..._.____-_----�____......_..........._.__.............._._...._.__._....... _ 3342 53105502 14,E5-2 1 0 0 0 S 12 CC 90 53105503 14,E5-3 FIELD .._...-- --....._.... ......... . . . ....---....---._....-----._...---�-----..._...__..._.._.._.__...------�--....__...._. . . ...._._ . ... _.......... ................� ......._ _.. ..... _.......__ 3343 53105503 14,E5-3 1 0 0 0 S 12 CC 72 53105504 14,E5-4 FIELD ___ ____ _..----------- -------------- _..._.__ .. . - ----._....- -----------__________... ---- ----. _. _..... 3344 53105504 14,E5-4 1 0 0 0 S 12 CC 200 53105603 14,E6-3 FIELD 3345 53105601 14,E6-1 CUL 0 0 0 12 CC 55 DITCH DITCH FIELD 3346 53105602 14,E6-2 CUL 0 0 0 12 CC 60 DITCH DITCH FLELD --------..._.—__..._ . ._ _....__.._._._____...-----.....-- --._..__.._._.._._...___..._ _. _...---._.—_._..---.�_._._....---._..._.__._..._ ... ... . _.._ _ _ 3347 53105603 14,E6-3 CUL 0 0 0 12 CC 55 DITCH DITCH FIELD _ ---- -- ____.....---- __ 3348 53105701 14,E7-1 CiJI, 0 394.95 394.38 18 CC 101.3 53105702 14,E7-2 R-215o —___-- — --- -_ _ ----- --- -- -_ ____ 3349 53105702 14,E7-2 2-48. N 396.55 394.08 393.7 C N 18 CC 61 53]04710 14,D7-10 R-2t5o - -- ------------- 3350 5310570a 14,E7-4 CUL 0 408.5 398.3 12 40 53105705 14,E7-5 R-2311 _ ......- --- _..._. _._..... ...___ _......-----.._.. ---- ---._......-----........ _ . . ............ __ . _ 3351 53105705 14,E7-5 1 403.53 398.3 396.75 S 12 94.8 53105706 14,E7-6 R-2311 Wcdnesday,June 08,2005 Pagc 244 of 560 � - y - - ,� t � t x;c__._. ... ` � j 1 i� . _ . ,' � ... � . . �.._ � � — � SECTION 5310 STORM DRAIN STRUCTURES AND OUTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYPE sep (in) TYPE (ft) STRUCTURE INDEX 3352 53105706 14,E7-6 1 402.17 396.66 396.12 S 12 CPEP 53.7 53105707 14,E7-7 R-2311 _..............._...__._.._.....-------...- ---------- --- ------ - --- -------- --------- -------..__..__.._..---------------._...._.........................__.........__................ _. 3353 53105707 14,E7-7 1 400.87 395.87 395.48 S 12 CPEP 87.3 53105708 14,E7-8 �R-2311 — -- ---�.__..._....----.._.......___.._...___ 3354 53105708 14,E7-8 1 399.62 395.39 394.96 S 12 CPEP 72.9 53105709 14,E7-9 R-2311 3355 53105709 14,E7-9 2-54. N 400.5 394.96 394.35 C Y 12 CPEP 27.3 OUT OUT R-23t� — _ ___ --- -------- 3356 53105710 14,E7-10 1 403.17 399.98 399.42 S 12 CPEP 95.3 53105711 14,E7-11 R-23�l _..........._�..�_..___---_.._..--------...--- ---.._...__._ .------ -- ---._._._—..__......._.........._.._........----...._.._........____...._._ _._...._................_—_.._.._.�.�_�. _.._.__....___......__.._.._._._......_......._...............................�.............._.�.._ 3357 53105711 14,E7-11 1 402.77 399.27 395.63 S 12 CPEP 45.9 53105712 14,E7-12 R-2311 _._...... _ ..__.._.__.._.__._......---...._.._.......__..__.. _..._ ___..__.._......_..�__._.._............._...._ _.. ..._..... . _ _......... . �__._. . .......-------__ ._....�._..�.____------�------- _ 3358 53105712 14,E7-12 1 398.93 395.63 395.47 S 12 CPEP 58.7 53105806 14,E8-6 R-2311 - ----- -- — --....------ ------- -----._..--- _ _ _. _ _ . ._ _._ _ 3359 53105713 14,E7-13 2-54. N 395.84 392.69 391.99 S Y 12 24.6 OUT OUT R-2311 3360 53105714 14,E7-14 CLJL 0 390J 390.41 24 35 OUT OUT R-2311 � - --- — ----- __ _ __.._ __ 3361 53105715 14,E7-15 CUL 0 394.15 394A1 12 DI 70 OUT OUT R-2311 --__ ._..____._ _..---._.._.._.... __.. ..._._......--------......_.._._.._._._.�-------_.._._... ---------------------_..__��--_......_._.._..._.—_._......_.._—..._.._._._.__. . __ _ _ _......... .. 3362 53105717 14,E7-17 1 404.29 400.63 396.52 S 18 N-12 200 53105718 14,E7-18 R-2312 --------- --------._.._..____-------___._.....____.._..------....._.._._.._.._..--------_v_.� _ 3363 53105718 14,E7-18 1 400.29 396.46 396.29 S 18 CPEP 0 OUT OUT R-23t2 ----------..___------ -- -- -_._..._....---._._.._—._...__. 3364 53105801 14,E8-1 CUI. 0 390.84 390.67 18 11.5 53105802 14,E8-2 R-2150 __-- -- -- ---------.._.......___....._..__...._.. 3365 53105802 14,E8-2 2-54. N 397 390.67 390.51 C N 18 16.6 53105804 14,E8-3 R-2150 _._....... _______ _ _ ..__ _ ___._ _._. __ _. ____ _.. __. . _._ __._ _. _ . 3366 53105803 14,E8-3 2-72. Y 397 390.42 390.19 C N 36 CC 0 53104802 14,D8-2 R-215o Wednesday,June 08,2005 Page 245 of 560 . SEC710N 5310 STORM DRAIN STRUCTURES AND 4UTFLOW PIPE INVENTORY The inventory information for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this informatian is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PtPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE{ft) IE(ft) TYPE sep (in) TYPE (ft) 57RUCTURE INDEX ------- -----_._......_ ---_ - ---------...._.._..._....__._.�.___--------_.._.._....___._..._�...__._.....---......._. 3367 53105804 14,E8-4 CUL 0 391.53 391.16 12 55.5 53105803 14,E8-3 R-2t5o _.__ .. .... . . ... . . ....... . _.........------�--._..._........._____.........._..____.._. _......__.._......_. .__.._..... .....__.._....._.__.............. _._............ ....._.. _._......................................... _._ _ ._............ 3368 53105806 14,E8-6 1 398.38 395.47 394.89 S 12 CPEP 933 53105807 14,E8-7 R-2311 - -------------------- ---..._..�......__........------..._..----------------��.__._�___-__...-----....--..._...................... _..........._.................._.__._...__.._...._..........._......._....................................._.........._..__...... 3369 53105807 14,E8-7 2-54. N 399.65 394.89 394.77 C Y 12 CPEP 25.5 OUT OUT R-2311 3370 53105808 14,E8-8 1 39933' 397.2 397 S 12 38.2 53105809 14,E8-9 K-2311 -- ----.._.._...._-^. 3371 53105809 14,E8-9 1 400.49 397 396.59 S 12 79.1 53105810 14,E8-10 R-2311 _..._.._....__.....--------._.__...._.......�........._............_.._......._..�....._......._....-------...............---..__...._.....___-_-__-___�..__..._...._........_..........................................................._............_......._.._._................_.._......_......_..._.�.�.._...........__........_.�....................................._..........................._...._...._.._.__...---___._..._................_._.........__._..__......_ _.._..._....._....................__.................. 3372 53105810 14,E8-10 1 400.29 396.59 396.08 S 12 CPEP 85.9 53105811 14,E8-11 R-2311 _...................._..._...._...._______..._____�-__....__._..__._._..........................................................._..._..................._..._.._......._._..------� ______...............__...................................................................._............................_.....__..._...__..............__..._._...._._..._...._..__.._..__....__........_................................................................................................�......._.......____. 3373 53105811 14,E8-11 1 399.18 396.08 395.95 S 12 CPEP 39.7 53105812 14,E8-12 R-2311 --_..------.__..____.. --___..- -------------._.._____...-------__ __ - - ---.. _-..._.....----�---------------_._-__-- ------ _......._ .. _.. ._..._..-----___ ___.. _ _..._ 3374 53105812 14,E8-12 1 399.01 395.95 395.47 S 12 CPEP 74.9 53105806 14,E8-6 R-2311 3375 53105813 14,E8-13 1 399.69 396.24 395.95 S 12 CPEP 953 53105812 14,E8-12 R-2311 3376 53105815 14,E8-15 1 408.86 402.72 399.64 S 12 ADS 171 53105816 14,E8-16 R-2813 ^ ___._..__...__-----�..._..._�_...�._.�......_....__...........__.................._..........----.._...--�---._...._.......-..__..__�_.---...__...._........_........._......_.._.._.__..._.._�...._......._.._......_..._...._...__......._._..........._....__....._._.........._...��__�,.,._.........._........_..................................................._.._.......__....__....._....._..._.._...____.._..__.._._...........__....._......___..__..._.......................................... 3377 53105816 14,E8-16 1 404.38 399.76 400.05 S 12 ADS 56 53105817 14,E8-17 R-28]3 ---- ----- - ____.._._._.------ ---.�. ---------.._........._.._._........._........................__......._..._..___... 3378 53105818 14,E8-18 CUL 0 394.7 393.7 S 18 CC 0 53105819 14,E8-19 R-2813 - ----- --.._______ __.._.__. __ __-- 3379 53105819 14,E8-19 2 N 397.21 393.6 393.2 C 18 0 53105820 14,E8-20 R-2813 __ ____ ------...------- -------- 3380 53105820 14,E8-20 2 N 397.53 393.2 392.9 18 0 OUT OUT R-2813 _..........................___..�.�......._..-----•--___________-----......._..._.__......................_........__........................................_...__..........._._.__....._...___..._.__._.._...__..._..._..._..._.._....._.__.._..._..............._...................................... _....... ____....... ___....._...__..._..._................_........__...._._................... .. ....... ___ _.... _... _......... 3381 53106201 14,F2-1 1 0 0 0 S 18 CMP 116 53106202 14,F2-2 Wednesday,June 08,2005 Page 246 of 560 l�_._� - - - �. , , . , . I , � �. : � �; � r�u a r. � � 9 .� � q 3 � � �_ _ _. . _. � ' SECTION 5310 STORM DRAIN STRUC7URES AND OUTFLOW PIPE INVENTORY The inventory informatian for the storm drain system was compiled from numerous sources, is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions when this information is used for engineering purposes and design. Users of this information must field verify the data and are responsible for the accuracy of their work. ID STRUCTURE INDEX TYPE cb GRATE UPPER LOWER GRATE O/W DIAM PIPE LENGTH DWN STREAM DS PLAN FILE WSDOT ? ELEV(ft) IE(ft) IE(ft) TYPE sep (in) TYPE (ft) STRUC7URE INDEX � . _ - --____---- 3382 53106202 14,F2-2 1 0 0 0 5 18 CMP 90 53106203 14,F2-3 _....�.�_____-----__..............�_._-_�.__...._.._..........__................_..______----__----._.......---.._... . . .. _.__. ....._______......._.._. _.... _.......... ....._.�. ........... . . ... .._.. .........._..._..._............._. _ __...._.....,,..._...._.. 3383 53106203 14,F2-3 1 0 0 0 S 18 CMP 75 53106205 14,F2-5 _-_---- __...._....._---- -��-.-- --�_�._...___._..._..------------�__.-._..__...........__..............___.....---._...--- 3384 53106204 14,F2-4 1 0 0 0 S 12 CMP 50 53106205 14,F2-5 3385 53106205 14,F2-5 1 0 0 0 5 18 CMP 230 53036801 9,F8-1 --...__ -� ---- -..._____------_--------- 3386 53106301 14,F3-1 1 0 0 0 S 18 CMP 230 53106201 14,F2-1 _. . ._.._______.._..__._. ._. ... ...._..---_____---._._ _..__._.._..__._._............ . _...__ _ ...................... _._ __ _ . _ _. .. _. _ _ _ 3387 53106302 14,F3-2 1 0 0 0 S 12 CMP 140 53106303 14,F3-3 _............_._......_..._....______.__....___.........._..........._.._.._._. ......._....__..._.____..._�........_..._......_.........�......................_._..._._.........._.._...._..._...._��._.__._.�.............._......._.._......_...._...............................�._....._._..................................................................................._......._............................_....._...................................................................._..........._..._.__�.....�................................................................................................... 3388 53106303 14,F3-3 CUL 0 0 0 12 CMP 10 53106304 14,F3-4 _..------__ _---.._... __.__...-----_---- ,_ ..._.._ .....-----____.__.._.. _ .._....._.._.__..._.._._ ____ -----.._....._..._..____ ---._._ ._...._..___. _._._ _.. ........ ........... ... .... __ _.__ _. _..... 3389 53106304 14,F3-4 1 0 0 0 S 12 CMP 40 53106305 14,F3-5 3390 53106305 14,F3-5 CUL 0 0 0 12 CMP 10 DITCH/14,F3-6 ITCH/14,F3 —_ ---.....-----._....-- 3391 53106306 14,F3-6 1 0 0 0 S 12 CMP 50 53106307 14,F3-7 --......._. _�.�.-----__------------__...._..- ---_________-----�---............_....._..�.___._._.__.___.__.._..----- -.. ............._�....�_,�.__....___.......---..._.._..._._._... . .......... _......._... _......_.._......_..........._....._... __ _._....... 3392 53106307 14,F3-7 1 0 0 0 S 12 CMP 100 53106308 14,F3-8 , ------- - __.�_.�__-- - -..__.._.............--------- --__.........._......_...............-- - ---._....__....................---......_...._..__ ...__... 3393 53106308 14,F3-8 1 0 0 0 S 12 CMP 45 53106405 14,F4-5 -- - -- -___-- ---._.__----------.._..__..._____._._-___...---- 3394 53106401 14,F4-1 1 0 0 0 S 12 CMP 100 53106404 14,F4-4 ___- --____ -_.._._....----- ------------..._..__.. 3395 53106402 14,F4-2 1 0 0 0 5 12 CMP 285 53106403 14,F4-3 _...... .......___....___...._.._-._.-_.. __.._._. _ ._._�.............._.._...._ ._...................._......__�..__�_____..._..._-------.. _......._._..__............... _.__ . _...._._�.___.._........._.......................... ... _ _ 3396 53106402 14,F4-2 1 469.58 466.45 463.47 S 12 CMP 0 53106403 14,F4-3 R-2842 Wednesday,June 08,2005 Page 247 of 560 ,i . ` D6 - 3 T23N R5E W 1/2 • � .. _^-- .� ; ���-----.��._V.---......-- . � � i � __ �� �..... z � I -- - __ . - � � ... , q ; , � , _ � � � r •.f. i . � ....."�; I �., . . ___.. 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'� � � i�j„-„ .� � - ��, � ' ' � ,/� �%�' �/f�� , NANTHER LAKE I �� �� I ��/��i . %/� %/i;n ;i i // ��j�/� . �%%%�/'j//i,i ii I ��% ,/ � II ��!// /�'�/;�� LAICE YOUNGS ' I �� /�� � i I i � , ��\_ I 0 3000 / 6000 _ � � I D 1�, i Renton Municipal Code �1�Y o Technical Services Zone� � � � PlanninglBuildinglPublic Works � - a "'�� R.MacOnie,D.Visneski � "� '' Zone 1 Modified ��NT�� September 2005 -- C ty L mits a 3 g i� Y / . . � � a - w q � , . �Y)Nn� A� � �'4 i5� ; � � ',M S v9 9 � 1 u � a '.q r w�c n�.a / ��.e ,s� .� �Y "'6 p * � bl � � v re�n n P 4 �' �+ � �,,�a x a __ _ .. * �u ��� 4 m�, y -� �y , K' \`'-y�\� Y AMn y. s xoln � K Y , l.I r — ' �e�n �J 'N[n}J r � � Z�bINK ¢ \`j�M ��N�v � p _ �� � r � : �•� -_ 1\ N n §' a'"5' •g s .a.s� d � \` j � � �� b� q°� � �� 4,� • I��/ �� � i Y \ - e P YI s�j •9 !P J � � � '9 d .�n� �`` � 0"q d W , -�� _� u�v l �, � � �" y�.,, Y w,. �,�� � �� ,� �Hi"t� u ro � _ '� a . � IYa si 5�/ s �9 y �«� •pY� . so � � qa�N � x Y\n�: I r 2��� � / /' t � . . _ q pp+n 9yu M 7 . .. d t Y > �nL V91ur. °Yrihn Y AO . � ei'y` K 11in Si. � � - LAKE WASHINGTON �\, � D_ = � � :� y ,� I �E � � Q Mnuc � � nsi t "� \ •xuON:� � � u[:�w� �._ � �n �x I � Y' , � M l.ke n M Nu C �[Hu k ..� � � : � .,' . 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CORE AND SPECIAL REQUIREMENTS SECTION 1.2 OF KCSW 1.2.1 CORE REQUIREMENT#1: Discharge at the i�latural Location The proposed project's storm water will be discharged to a 12" storm line along the Road easement of NE 8`�' Street. The existing stream corridor is not located within a Landslide Hazard Drainage Area and is not adjacent to nor contains any SAO-defined landslide, steep slope or erosion hazard areas. 1.2.2 Core Requirement#2: Off-site Analysis This core requirement has been addressed elsewhere in this preliminary report. Please refer to the Off-Site Analysis Section(Section II). 1.2.3 Core Requirement#3: Flow Control , Roof drains for individual houses will be handled by infiltration. On-site flow control will be provided by an on-site detention vault designed to Leve12 Flow Control using KCRTS analysis to match flows and durations effectively preventing severe erosion and sedimentation damage caused by development—induced increases in flow-durations. Also, limited infiltration per Appendix C— Small project drainage requirements KCSWDM will be used in each lot for roof downspout infiltration. Overflow from these �'I infiltration systems will be routed to the detention vault. 50% impervious area, 50%grass ', credit will be applied for impervious areas treated by limited infiltration. � 1.2.4 Core Requirement#4: Conveyance System Site runoff will be collected by means of yard drains, catch basins and roof drains. Collected runoff will be conveyed to the detention facility within pipelines designed to , the 25-year peak flows and checked for flooding conditions at the 100-year event. ', 1.2.5 Care Requirement#5: Erosion and Sediment Control I During construction of the infrastructure for the plat, temporary erosion control methods I will be implemented to prevent sedimentation and erosion using those methods as outlined in Section 1.2.5.1 of the KCSWDM. Sedimentation control of the construction , of roads and utilities will be part of the detention vault function. 1.2.6 Core Requirement#6: Maintenance and Operations The detention/wet vault and other storm facilities will be privately maintained and operated by the property owners or Home owner association. 6 1.2.7 Core Requirement #7: Financial Guarantees and Liability Bonds and insurance will be required of the owner/developer during construction and until the drainage facilities have been completed and approved by the City of Renton. SPECIAL REQUIREMElYTS -SECTION 1.3 OF KCSWDIVI 1.3.1 Special Requirement#1: Critical Drainage Areas The site is not located in a Critical Drainage Area. I 1.3.2 Special Requirement#2: Compliance with an Existing Master Drainage Plan Not applicable to this site. III 1.3.3 Special Requirement #3: Conditions requiring a Master Drainage Plan ',, Not applicable to this site. I� 1.3.4 Special Requirement#4: Adopted Basin or Community Plans. ��i Not applicable to this project. �� 1.3.5 Special Requirement#5: Special Water Quality Controls According to 1.3.5-1 the Threshold is: If a proposed project will construct more than 1 acre of impervious surface that will be subject to vehicular use or storage of chemicals and: (a) Proposes direct discharge of runoff to a regional facility, receiving water, lake, wetland, or closed depression without on-site peak rate runoff control; OR ' (b) The runoff from the project will discharge into a Type 1 or 2 stream, or Type 1 I wetland, within one mile from the project site... ' Then a wetpond meeting the standards described below shall be employed to treat a project's runoff prior to discharge from the site. A wetvault or water quality swale, as described below, may be used when a wetpond is not feasible. Since the pollution generating impervious area subjected to vehicular traffic in our project is just 3900 square feet of asphalt pavement, and total impervious area of the site is just 0.48 acre (less than 1 acre), our project does not meet the threshold of Special Water Quality Controls. Thus, our project can be exempted from the Special Water Quality Controls. 7 IV. FLOW CONTROL / WATER QUALITY FACILITY ANALYSIS AND DESIGN IV.1 HYDRAULIC A:vALYSIS The drainage analysis used King County Runoff Time Series (KCRTS) software version 4.2. The on-site soils are (AgC) Alderwood Series KCRTS Soil Group Till. The proposal is located in Sea-Tac rainfall region with a scale factor of 1.0. IV.2 EXISTING CONDITIONS The proposed short plat encompasses 0.69 acre. The 30' wide NE 8`h Street access easement along the frontage of the site (0.095 acre) is also tributary to the detention vault. Total drainage area is 0.76 acre. The site is developed. Actual existing condition is 90% till grass and 10% impervious area. According to the 2005 King County Surface Design Manual, assume existing condition is 75%till forest, 15%till grass and 10% impervious area. Total impervious area= 0.076 acre � Total till grass =0.114 acre _ Total till forest=0.sr�"acre Existing 2 year peak= 0.035 cfs. Existing 10 year peak = 0.060 cfs. Existing 100 year peak = 0.104 cfs. F1cw _requency �aal,✓sis Time Ser'es �ile:p=e.ts= Project Location:Sea-Tac ---Annual Peak Flow Rates-- ----_�cw Frequency ��alysis-- Flow :�ate Rank T_me of Peak - - Peaks - - Rank Return Prob (CFS? (CFS) Period 0.060 2 2/09/O1 15:00 0.104 1 100.00 0.9�� 0.032 7 1/05/02 i6:00 0.060 2 25.00 0. 9�C 0.060 3 2/27/03 7:00 0.060 3 10.00 0.90C 0.021 8 8/26/04 2:00 0.057 4 5.00 0.8rr 0.035 6 1/a5/OS 8:00 0.052 5 3.00 O.F6^ 0.057 4 1/18/06 16:00 0.035 6 2.00 O.S��u 0.052 5 11/24/06 4:00 0.032 7 1.30 0.2�1 0.104 _ 1/09/08 0:00 0.02' 8 1.10 O.G91 Computed Peaks O.C89 5C.00 0.99'J IV.3 DEVELOPED CONDITIONS The preliminary plat proposes 4 new homes and 1 existing home on 0.69 acres, or a density of 7.25 DL?�GA (R-8 Zone). From Table 3.2.2.D of the 2005 King County 8 . • -� �2 .5 � ��1� A ,_ � - ,�7c 2� Surface Water Design Manual, the percent of expected impervious area for a site with this density is 57%. Roof drains from the 5 houses will be handled by individual ��I��3 ., downspout infiltration. - 7S-�, s� �_ �-:�i} � Z ��G� 5r Total onsite drainage area=29,963 sf. = 0.69 acre. , � Total onsite impervious area= 0.69 * 0.57 = 0.39 acre. '`';�f"' ' ��2� ?z,uc3 ) � �-. = %. 7; Other than the 0.02 acre common access driveway, the rest of the onsite impervious area So`���Ic,2 U� j will be treated by limited infiltration. After applying the 50% impervious area, 50% till = g �Za ;,: grass credit, ' , �y�:,�, Total onsite impervious area= 0.205 acre. Total onsite pervious area=0.485 acre (till grass). ' Total offsite area= 0.095 acre. Total offsite impervious area= 0.06 acre. �'''� �`�'�� ' � �`�'�'�` � ��� ''� ' � " �� � Total offsite pervious area= 0.035 acre (till grass). Total impervious area to detention vault= 0.265 acre Total pervious area to detention vault= 0.52 acre (till grass). Total drainage area to detention vault= 0.785 acre. Developed 2 year peak before detention= 0.094 cfs. Developed 10 year peak before detention= 0.116 cfs. Developed 100 year peak before detention= 0.23� cfs. F�ow Freq���-;�y Anaiysis T-�me Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flow �requency Ar_a=ys��s------ Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.111 4 2/09/O1 2:00 0.235 1 100.00 0.990 O.C80 ? 1/05/C2 16:00 0.135 2 25.00 0.960 C.135 2 2/27/03 7:00 0.116 3 10.00 0.90G 0.076 8 8/26/04 2:00 0.111 4 5.00 0.8G0 0.094 6 10/28/C4 16:00 0.109 5 3.00 0.66� 0.116 3 1/18i06 16:00 0.094 6 2.00 D.S��O 0.109 5 10/26/06 0:00 0.080 7 1.30 0.2�1 0.235 1 1/09/08 6:OC 0.076 8 �.10 0.091 Computed Peaxs 0.202 �'�.0�� �. 980 IV.4 DETENTION ROUTING CALCULATIONS The City of Renton requires that Level 2 Flow Control Standard be applied to this project. This standard requires "maintaining the durations of high flows at their pre- development levels for all flows greater than one-half of the 2-year peak flow up to the 50-year peak flow." Also, the pre-developed peak flow rates for the 2-year and 10-year runoff events are also maintained when applying the Level 2 flow control. Using the appropriate release rates the developed time-series were modeled in a vault with inside dimension of 56' long x 14.�' wide x 7.4' high. The vault is designed to have 9 I � 0.�' sediment depth and 0.5' free board. A three-orifice control structure was designed to meet the release rates and frequency duration standards. These calculations have been included. Based on our calculations, the volume required to meet the Level 2 Flow Control Standard for the site is 5,120 c.f. The detention volume for the detention vault as currently shown on the plans is 5,197 c.f. Peak release rate from detention vault: 2 year peak= 0.020 cfs. < 0.035 cfs o.k. 10 year peak= 0.047 cfs. <0.06 cfs o.k. 100 year peak= 0.078 cfs. < 0.104 cfs o.k. Detention vault sizing: Retention/Detertion Fac�lity ^_'ype o= FaciL�y: �etentic_^. �Iault Facility �er_gth: 55.i7 _- Facility Width: 19.50 ft Facility Area: 800. sc. =t Effective Storage Depth: 6.40 ft Stage 0 Elevat�on: 450.00 ft Storage Volume: ��20. cu. ft Riser Head: 6.40 ft Riser Diameter: 12.00 incnes Number of orifices: 3 Full Head P'_pe Orifice # Height Diameter Discharge Diamet�r {ft) tin) (CFS) ;in} 1 0.00 C.63 ' . 0.028 2 3.80✓ 0.93 0.042 4.0 � 3 5.20 � 0.50 O.009 4.0 Top Vo�ch We:r: Nc�a ..�t==ow R.a�ir_3 ..�r-.�._. `Icze Stace �-�va_ion �t�rac2 .._scharge =e��o-a'_ion (ft) ift) (cu. ft; (ac-ft; (c=s) (cfsj 0.00 450.00 0. 0.000 0.000 O.Qr 0.01 450.01 8. 0.000 0.001 0.�0 0.02 450.02 16. 0.000 0.002 0.�0 0.03 450.03 24. 0.001 0.002 O.�G ' 0.04 450.04 32. 0.00"_ 0.002 O.C�� 0.05 450.05 40. 0.001 0.002 O.CG 0.16 450.18 149. 0.003 0.005 O.OG 0.30 450.30 240. 0.006 0.006 O.00 0.43 450.43 344. 0.008 0.007 O.00 0.55 450.55 440. 0.010 0.008 0.00 0.68 450.'08 544. O.Oi2 0.009 O.00 0.81 450.81 648. 0.015 0.010 0.�0 0. 93 450.93 744. 0.017 0.010 0.��0 1.06 451.06 848. 0.019 0.011 0. ;0 1.18 451.18 949. 0.022 0.012 0.��� 1.31 451.31 1048. 0.024 0.012 O.CJ 1.43 451.43 1144. 0.026 0.013 O.CQ 1.56 45_.56 1248. 0.029 O.Oi3 O.C�� 1.68 451.68 1344. 0.031 0.014 C.uC 1.81 451.81 1448. 0.033 0.014 O.00 1.93 451.93 i544. 0.035 0.015 O.00 2.06 452.06 i648. �.038 �.015 O.��C, 1� 2.19 452.19 1752. 0.040 0.016 0.00 2.31 952.31 1848. 0.042 0.016 0.00 2.44 952.94 1952. 0.045 0.017 0.00 2.56 452.56 2048. 0.047 0.017 0.00 2.69 452.69 2152. 0.049 0.018 0.00 2.81 452.81 2248. 0.052 0.018 0.00 2.94 452.94 23�2. 0.054 0.018 C.00 3.06 953.06 2448. �.056 0.019 0.00 3.19 453.19 2552. 0.059 0.019 O.OQ 3.32 453.32 2656. 0.061 0.020 0.00 3.44 453.44 2752. 0.063 0.020 0.00 3.57 453.57 2856. 0.066 0.020 0.00 3.69 453.69 2952. 0.068 0.021 0.00 3.80 453.80 3040. 0.070 C.021 0.00 3.81 453.81 3048. 0.070 0.021 0.00 3.82 453.82 3056. 0.070 0.022 0.00 3.83 453.83 3064. 0.070 0.023 0.00 3.84 453.84 3072. 0.071 0.024 0.00 • 3.85 453.85 3080. 0.071 0.026 0.00 3.86 453.86 308B. 0.071 0.027 0.00 3.87 453.8� 3096. 0.071 0.027 0.00 3.88 453.88 3109. 0.0�1 0.028 0.�0 3.89 453.89 3112. 0.071 0.028 0.00 4.01 454.01 3208. 0.074 0.032 0.00 4.14 454."�4 3312. 0.076 0.a36 0.00 4.26 454.26 3408. 0.078 0.038 0.00 4.39 454.39 3512. 0.081 0.041 0.00 4.51 459.51 3608. 0.083 0.043 0.00 4.64 454.64 3712. 0.085 0.045 0.00 4.77 454.77 3816. O.C88 0.047 0.00 4.89 454.69 3912. 0.090 0.048 0.00 5.02 455.02 4010'. 0.092 0.050 0.00 5.14 455.14 4112. 0.094 0.052 0.00 5.20 455.20 4160. 0.096 0.052 C.00 5.21 455.21 4168. 0.096 0.053 0.00 5.22 955.22 4176. 0.096 0.053 0.00 5.23 955.23 4184. 0.096 0.054 0.00 5.24 955.24 4�92. 0.096 0.054 0.00 5.3� 955.37 4296. 0.099 0.057 0.00 5.49 455.49 4392. 0.101 0.059 0.00 5.62 455.02 4496. 0.103 0.062 0.00 5.79 455.74 4592. 0.105 0.064 0.00 5.87 455.87 4696. 0.108 0.065 0.00 5.99 455.99 4792. 0.110 0.067 0.00 6.12 456.12 4896. 0.112 0.069 0.00 6.25 456.25 5000. 0.115 0.071 0.00 6.37 456.37 5096. 0.117 0.072 0.00 i 6.40 456.40 5120. O.11B 0.072 0.00 6.50 456.5� 5200. 0.119 0.382 0.00 6.60 456.60 5280. 0.121 0.946 0.00 6.70 456.70 5360. 0.123 1.080 �.00 '0.80 456.90 5440. 0.125 2.470 �.00 6.90 456.90 5520. 0.�27 2.750 0.00 i 7.00 457.00 5600. 0.129 3.010 0.00 " 7.1a 457.10 5680. 0.130 3.240 0.00 7.20 457.20 5760. 0.132 3.460 0.00 7.30 457.30 5840. �.134 3.070 0.00 � 7.40 457.40 5920. 0.136 3.870 0.00 7.50 457.50 6000. 0.138 4.050 0.00 7.60 457.60 6080. 0.140 4.230 0.00 I 7.70 457.70 6160. 0.141 4.400 0.00 � 7.80 457.80 6240. 0.143 4.560 0.00 7.90 457.90 6320. 0.145 4.�20 0.00 11 8.00 4�8.00 64CC. �.147 4.E70 O.uC 8.10 958.10 6480. 0.149 5.020 O.00 8.20 458.20 6560. 0.151 5.?7a O.��C Hyd Inflow Outflow Peak Storage Target Calc Staqe Elev (Cu-rt) ;Ac-F�i 1 0.23 0.10 0.08 6.40 456.40 5122. �.118 2 0.11 ******* 0.06 5.51 455.51 4410. 0.�0= 3 0.11 0.06 0.05 4.75 459.75 3801. �.08, , 4 0.14 ******* 0.04 4.54 459.54 3633. �.083 5 0.12 ******* 0.04 4.45 454.45 3564. O.u82 6 0.07 0.04 0.02 3.31 453.31 2644. O.G6- 7 0.08 ******* 0.02 2.25 452.25 1803. 0.041 8 0.08 ******* 0.01 1.09 451.09 B74. C.020 --------------------------------- Route Time Series through Faci'_ity Inflow Time Series File:dev.tsf Cutflow Time Series File:rdout I:f_ow/Outflow Analysis Peak Inflow Discharge: 0.235 CFS at 6:00 on Jan 9 in Year 8 �eak Outflow Discharge: 0.078 CFS at 10:00 on Jan 9 in Year 8 C�ak Reservoir Staqe: 6.40 Ft =eak ?teservoir �lev: 456.40 Ft Pea:s Reser�.�c_r St��age: 5122. Cu-Ft . 0.118 Ac-Ft F'_o�� �r�cuerc�,; Analysis �'i.ne Series Fi�e:r::out.�sf Pro'ect Location:Sea-Tac --Annual Peak -1ow Rates--- -----Flow Frequency Analysis------- =1cw Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) (ft) Period �.060 2 2/09/O1 20:00 0.078 6.40 1 100.00 J.990 0.016 7 12/28/O1 18:00 0.060 5.51 2 25.00 0.960 �.043 4 2/28/03 7:00 0.047 4.75 3 10.00 0.900 ��.011 8 8/26/04 6:OC 0.043 4.54 4 5.00 0.800 G.020 6 1/05/05 18:00 0.042 4.45 5 3.00 0.667 G.042 S 1/18/06 23:OC 0.020 3.31 6 2.00 0.500 Q.047 3 il/24/06 7:00 0.016 2.25 7 1.30 0.231 C.078 1 1/09/08 10:00 0.011 1.09 8 1.10 0.091 Com.puted Peaks 0.072 6.37 50.00 0.980 �low Duration from Time Series File:rdout.tsf �.�toff Count Frequency CDF 3xceedence Probability "FS � $ $ 0.001 92523 69.346 09.346 30.654 0.30�E+00 0.003 5453 8.893 78.239 21.7b1 0.219E+00 �.004 3002 4.896 83.134 16.866 0.169E+00 0.�06 2999 4.891 88.025 11.975 0.120E+00 0.�07 2500 4.077 92.102 7.898 0.790E-01 O.�C9 1366 2.228 94.330 5.670 0.567E-01 0.�11 1260 2.055 96.385 3.615 0.362E-01 �.�12 647 1.055 97.440 2.560 0.256E-01 J.�14 5�8 0.910 98.350 1.650 0.165E-01 J.�16 239 0.39C 98.739 i.261 0.126E-01 ��.017 236 0.385 99.124 0.876 0.8�6E-02 ��.Q19 255 0.916 99.540 0.460 0.460E-02 ��.021 i01 0.165 99.705 0.295 0.295E-02 J,022 48 0.078 99.783 0.217 0.217E-02 ..C2� 5 O.O-C 99.793 �.2C? 0.207E-02 l� �. �26 3 �.005 99.798 0.202 0.202E-C2 �.C27 4 0.007 99.804 0.196 0.196E-02 0.029 8 0.013 99.817 0.183 0.183E-02 0.031 8 0.013 99.830 0.170 0.170E-02 u.032 7 0.011 99.842 0.158 0.158E-02 J.034 S 0.013 99.855 0.145 0.145E-��2 �.�35 8 0.013 99.868 0.132 0.132E-u2 �.037 15 0.024 99.892 0.108 O.lOBE-02 C.039 10 0.016 99. 909 0.091 0.913E-03 0.040 9 0.015 99. 923 0.077 0.766E-03 0.042 11 0.018 99.991 0.059 0.587E-03 0.044 9 0.015 99.956 0.044 0.440E-03 0.045 4 0.007 99.962 0.038 0.375E-03 ', �.047 6 0.010 99.972 0.028 0.277E-03 ��.049 4 0.007 99.979 0.021 0.212E-03 0.050 1 0.002 99. 980 0.020 0.196E-03 0.052 3 0.005 99. 985 0.015 0.147E-03 0.054 1 0.002 99. 987 0.013 0.130E-03 0.05� 1 0.002 99.989 0.011 O.i14E-03 0.057 2 0.003 99.992 0.008 0.815E-04 0.059 3 0.005 99.997 0.003 0.326E-04 Curation Comparison Anaylsis Base File: pre.tsf New File: �do�t.tsf Cutcff �n_ts: Discharge in CFS I Fract�on of Time----- --------Check of Tolerance------- C��off Base New �Change Probability Base New �Chang� C.018 � 0.58E-02 0.61E-02 6.5 I 0.58E-02 0.018 0.019 2.1� 0.022 I 0.45E-02 0.22E-02 -50.9 I 0.45E-02 0.022 0.019 -12-:3 0.025 I 0.32E-02 0.21E-02 -35.4 i 0.32E-02 0.025 0.020 -19.5 �.028 I 0.23E-02 0.19E-02 -16.5 I 0.23E-02 0.028 0.02? -25.3 ��.�31 I 0.15E-02 0.16�-02 4.2 � 0.15E-02 0.031 0.�33 3.9 0,�35 I 0.12E-02 0.14E-02 14.9 I 0.12E-02 0.035 0.036 4.4 �.C38 I 0.96E-03 0.96E-03 0.0 I 0.96E-03 D.038 0.038 0.3 C.041 I 0.72E-03 0.68E-03 -4.5 I 0.72E-03 0.041 0.091 -1.0 ' 0.044 � 0.55E-a3 0.42E-03 -23.5 I 0.55E-03 0.044 a.043 -3.7 li 0.048 I 0.34E-03 0.24E-03 -28.6 I 0.34E-03 0.048 0.046 -3.7 =i.051 l 0.23E-03 0.18E-03 -21.4 ; 0.23E-03 0.051 0.048 -5.4 ��.�54 � 0.98E-04 0.13E-03 33.3 � 0.98E-04 0.054 0.056 3.2 ��.�58 I 0.82E-04 0.65E-04 -20.0 I 0.82E-04 0.058 0.057 -0.5 i�axi�.um positive excursion = 0.002 cfs ( 7.0�) occurring at 0.033 cfs on the Base Data:pre.tsf anc at 0.036 cfs on the New Data:rdout.tsf i `-.aximum negative excursion = 0.00� cfs (-25.B�) cccarrinc a� C. �28 cfs on the Sase �a�a:�re.ts� and �t 0.C21 c'� or =�:e i1e�,� ��a�a:r�o°�t.`s= 1� 4e�m Fenod _ - �i �u '00 10 - o ��Jou:� - -..e- .._ • Df9 Dk5 � N � U m � ��-� `m � R , m p � ♦ • 000 � , • . � pr_: �� 1 � c, ':0 20 30 a0 50 ofl 70 80 �0 95 9R 39 Cumu!ative Prob2biNtv jy�f_/ .�,J "- __'_ _'_"" _' =_ ��, _"_ ee '" 'i`..�" � ���^ �! •� � �1 _ � :..,,. � . . p� .�.1 _ _ . . .v�......_ . . .�...�. . . .' '"`- ' .rz '� ...2 1�7�3...d 'J' O � - � ....:�::.i..�. . � [arget dur • � 00o r`!'� � ��, 0 c -, � � \ ��� �.� 2 O N � v H. � � � Of � � � L `, y ,� � � �� N 4� �� a O v,\� , O O `�\.. O O O � � i i 10 � lO 4 '10 3 1O Z 10 � 10� Probabiiity Exceedence 14 IV.S WATER QUALITY SIZING Since the pollution generating impervious area in our project is just 3900 square feet of asphalt pavement, and total impervious area of the site is just 0.48 acre (less than 1 acre), our project does not meet the threshold of Special Water Quality Controls. Thus, our project can be exempted from the Special Water Quality Controls according to 1.3.5-1 of the 1990 King County Surface Water Design Manual. 15 V. Conveyance System Analysis - The conveyance system analysis will be included in this report at construction document submittal. The system will be designed to convey the 25-year peak flows and checked for flooding conditions at the 100-year event per the 1990 King County Surface water Design Manual. Since the 100-year developed flow discharge� from the site is 0.575 cfs (using KCRTS method with 15 minute time step) and the capacity of a 12" CPEP storm pipe is 3.87 cfs at 1% slope. The designed conveyance system will have enough capacity to convey the 100-year storm. Flow Frequency Analysis Time Series rile:dev-15min.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- -----Flow Frequer.cy Analysis------- F'_ow Rate Rank Time of Peak - - Peaks - - �ank Return Prob (CFS) (CFS) Period 0.138 6 2/09/O1 12:30 0.575 1 100.00 0.990 0.108 7 1/05/02 15:00 0.353 2 25.00 0.960 0.353 2 12/O8/02 17:15 0.271 3 10.00 0.900 0.105 8 S/26/04 0:45 C.188 4 5.00 0.800 0.271 3 11/27/04 5:00 0.175 5 3.00 0.667 0.175 � 10/27/05 10:45 0.138 6 2.00 0.500 0.188 4 10/25/06 22:95 0.108 7 1.30 0.231 �.575 1 1/09/08 6:30 0.105 8 1.10 0.091 Computed Peaks 0.50"_ 50.OG 0.980 Pipe calculation using Manning's formula Diameter(ft.) 1.00 Slope 0.0100 Manning n 0.012 wet area (sq. ft.) 0.79 Wet parameter(ft.) 3.14 Hydraulic Radius (ft.) 0.25 Q (cfs.) 3.8 7 ' V (fps.} 1.23 ,I 16 I . iic�raii!2±zzt 1?t3th !it.tr.t�6 :S".."T� r:"'.�. :� �--_ �o`�AL oNstTL-AR�A=D, g� . � �v iA L iM 1'&Rv�ouSARi� � ��Tq� �'�RvioU,s q►��A _v'�� ��`:"��: '( :, E.CYiu.��.ss) STDRMS JAMES S1 1 L ! �� � � 1437650Q9D � �''�..�� ; 9 RASMUSSEN LISA ��I� � I } � 1417fi50L'10 ,m.". ,�; ` I ......, — �� .-�-_.� 'e:"'�`�r�,,,,, f >... 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I•\ Ir c'1'�- - n: � � � � / i.l ,/�'�` t� 1 _ _—�_— Dal� ry; — �� Oa4 ��:-..`_ `� _. �_ r /'( `[q _ �..e �/;�,�/' ' _ PRvPvS�� G�N DI TI olll s�L� _ �,, = $b ' VI. Erosion / Sedimentation Control Design Erosion and sedimentation control will be provided by utilizing BMP's selected from the 2005 King County Surface Water Design manual. These BMP's will likely include, but are not necessarily limited to, sediment pond(s) and/or trap(s), silt fencing, construction safety fencing, interceptor v-ditches, rock check dams, plastic sheeting of stockpiles, straw mulch, and hydro-seeding. A Temporary Erosion Control Plan will be submitted as part of the construction documents detailing the means by whicti sediment and erosion control will be handled during construction. 1? . ; _, APPENDIX A Mt11NTENr�1�'CE REQUIREMENTS FLOW CONTROL,COi�IVEYA��ICE,r1�1D WQ FACILITIES IVO. 3- DETE6VTION TAIVKS AIVD�/A�,ULTS Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance is Pertormed Storage Area Plugged Air Vents One-half of the cross section of a vent is blocked Vents free of debris and sediment at any point with debris and sediment. Debris and Sediment Accumulated sediment depth exceeds 10%of All sediment and debris removed the diameter of the storage area for Yz length of from storage area. storage vault or any point depth exceeds 15%of diameter. Example:72-inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than%Z length of tank. Joints Between Any crack allowing material to be transported into All joint between tank/pipe sections Tank/Pipe Section facility. are sealed Tank Pipe Bent Out of Any part of tanklpipe is bent out of shape more Tank/pipe repaired or replaced to Shape than 10%of its design shape. design. Vault Structure Damage to Wall, Cracks wider than%rinch and any evidence of Vault replaced or repaired to design ' Frame, Bottom, soil particles entering the structure through the specifications. and/or Top Slab cracks,or maintenance inspection personnel determines that the vault is not structurally sound. Damaged Pipe Joints Cracks wider than %rinch at the joint of any No cracks more than Y,-inch wide at inlet/ouUet pipe or any evidence of soil particles the joint of the inleUoutlet pipe. entering the vault through the walls. Manhole Cover Not in Place Cover is missing or only partially in place.Any Manhole is closed. open manhole requires maintenance. Locking Mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. Not Working maintenance person with proper tools.Bolts into frame have less than Yz inch of thread(may not , apply to self-locking lids.) � Cover Difficutt to One maintenance person cannot remove lid after Cover can be removed and Remove applying 801bs of lift. Intent is to keep cover from reinstalled by one maintenance sealing off access to maintenance. person. Ladder Rungs Unsafe King County Safety Office and/or maintenance Ladder meets design standards. person judges that ladder is unsafe due to Allows maintenance person safe missing rungs,misalignment,rust,or cracks. access. Large access Gaps, Doesn't Cover Large access doors not flat andlor access hole Doors closes flat and covers access doors/plate Completely not completely covered. NOTE however that hole completely. grated doors are acceptable. Lifting Rings Missing, Lifting rings not capabfe of lifting weight of door Lifting rings sufficient to remove lid. Rusted or lid. 1/24/2005 300� Suriace�yater Design Manual—Appendix A A-4 • � ... APPENDT3�A MATNTENANCE REQLIRE1vIENTS FOR FLOW CONTROL,COT�VEYANCE,AND WQ FACILITIL-S NO. 4- CON�'ROL STRUC�UREIFLOW RESTRICTOR Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Perfarmed General Trash and Debris Distance between debris build-up and bottom of Ali trash and debris removed. (Includes Sediment) orifice plate is less than 1.5 feet. Structural Damage Structure is not securely attached to manhole Structure securely attached to wall wall and outlet pipe structure should support at and ouUet pipe. least 1,000 Ibs of up or down pressure. Structure is not in upright position(aliow up to Structure in correct position. 10%from plumb). Connections to outlet pipe are not watertight and Connections to outlet pipe are water show signs of rust. tight;structure repaired or replaced and works as designed. Any holes--other than designed holes—in the Structure has no holes other than structure. designed holes. Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one Gate moves up and down easily and maintenance person. is watertight. Chain/rod leading to gate is missing or damaged. Chain is in place and works as designed. Gate is rusted over 50%of its surface area. Gate is repaired or replaced to meet design standards. Orifice Plate Damaged or Missing Control device is not working properly due to Plate is in place and works as missing,out of place,or bent orifice plate. designed. Obstructions Any trash,debris,sediment,or vegetation Plate is free of all obstructions and blocking the plate. works as designed. Overflow Pipe ObstrucUons Any trash or debris blocking(or having the Pipe is free of all obstructions and potential of blocking)the overflow pipe. works as designed. Manhole See"Detention Tanks See"Detention Tanks and Vauits"Table No.3 See"Detention Tanks and Vaults" and Vaults" Table No.3 � �: 2005 5urface Water Design vtanual–Appendix A 1 i24/200� j�-� ` � -' APPE�TDIX A VIAINTENA�ICE REQUIREi�tENTS FLO\�v'CONTROL,CONVEYANCE,AND`VQ FACILITIES NO. 5-C�1TCH BASIIVS Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed General Trash&Debris Trash or debris of more than%cubic foot which No Trash or debris located (includes Sediment) is located immediately in front of the catch basin immediately in front of catch basin opening or is blocking capacity of the basin by opening. more than 10%. Trash or debris(in the basin)that exceeds'/3 the No trash or debris in the catch depth from the bottom of basin to invert the basin. lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking Inlet and outlet pipes free of trash or more than�!3 of its height. debris. Dead animals or vegetation that couid generate No dead animals or vegetation odors that could cause complaints or dangerous present within the catch basin. gases(e.g.,methane). Deposits of garbage exceeding 1 cubic foot in No condition present which would volume. attract or support the breeding of insects or rodents. Structure Damage to Comer of frame extends more than'/,inch past Frame is even with curb. Frame andlor Top curb face into the street(If applicable). Slab Top slab has holes larger than 2 square inches Top slab is free of holes and cracks. or cracks wider than Y4 inch(intent is to make sure all material is running into basin). Frame not sitting flush on top slab, i.e., Frame is sitting flush on top slab. separation of more than'/<inch of the frame from the top slab. Cracks in Basin Cracks wider than YZ inch and longer than 3 feet, Basin replaced or repaired to design Wails/Bottom any evidence of soil particles entering catch standards. Ibasin through cracks,or maintenance person judges that structure is unsound. Cracks wider than'/z inch and longer than 1 foot No cracks more than 'Ja inch wide at I at the joint of any inleUoutlet pipe or any the joint of inleUoutlet pipe. ! evidence of soii particles entering catch basin � through cracks. SettlemenU Basin has settled more than 1 inch or has rotated Basin replaced or repaired to design Misalignment more than 2 inches out of alignment. standards. Fire Hazard Presence of chemicals such as natural gas,oil No flammable chemicals present. and gasoline. Vegetation Vegetation growing across and blocking more No vegetation blocking opening to , � than 10%of the basin opening. basin. Vegetation growing in inlet/outlet pipe joints that No vegetation or root growth is more than 6 inches tall and less than 6 inches present. apart. Pollution Nonflammable chemicals of more than Y:cubic No pollution present other than foot per three feet of basin length. surface film. Catch Basin Cover Cover Not in Place Cover is missing or only partially in place.Any Catch basin cover is closed open catch basin requires maintenance. '^ Locking Mechanism Mechanism cannot be opened by on Mechanism opens with proper tools. Not Working , maintenance person with proper tools. Bolts into frame have less than%inch of thread. Cover Difficult to One maintenance person cannot remove lid after Cover can be removed by one Remove applying 80 Ibs.of lift;intent is keep cover from maintenance person. sealing off access to maintenance. Ladder Ladder Rungs Unsafe Ladder is unsafe due to missing rungs, Ladder meets design standards and misalignment,rust,cracks,or sharp edges. allows maintenance person safe access. 1/24/2005 2005 Surface Water Design Manual—Appendix A A-6 . ► r APPENDI�A MAINTENANCG REQUIREMENTS FOR FLOW CONTROL,CONVEYANCE,AND WQ FACILITIES NO. 5-CA`TCH �ASiIVS Maintenance Defect or Problem Conditions When Maintenance is iVeeded Resuits Expected When Component Maintenance is performed Metal Grates Unsafe Grate Grate with opening wider than�/8 inch. Grate opening meets design (If Appticable) Opening standards. Trash and Debris Trash and debris that is blocking more than 20% Grate free of trash and debris. of grate surface. Damaged or Missing. Grate missing or broken member(s)of the grate. Grate is in place and meets design standards. NO. 6- DEBRIS �ARRIERS (E.G.,TRASH RACKS) Maintenanee Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed. General Trash and Debris Trash or debris that is plugging more than 20% Barrier clear to receive capacity of the openings in the barrier. flow. Metal Damaged/Missing Bars are bent out of shape more than 3 inches. Bars in place with no bends more Bars. than'/,inch. Bars are missing or entire bamer missing. Bars in place according to design. Bars are loose and rust is causing 50% Repair or replace barrier to design deterioration to any part of bartier. standards. NO. 7- EIVERGY DISSIPATERS Maintenance Defect or Problem Conditions When NAaintenance is Needed Results Expected When Component - ilAaintenance is Performed. Extemal: Roc1c Pad Missing or Moved Only one layer of rock exists above native soil in Replace rocks to design standards. Rock area five square feet or larger,or any exposure of native soil. , Dispersion Trench Pipe Plugged with Accumulated sediment that exceeds 20%of the Pipe cleanedlflushed so that it Sediment design depth. matches design. Not Discharging Visual evidence of water discharging at Trench must be redesigned or Water Properiy concentrated points along trench(normal rebuilt to standards. condition is a°sheet flow"of water along trench). Intent is to prevent erosion damage. Perforations Plugged. Over%z of perforations in pipe are plugged with Clean or replace perforated pipe. ' debris and sediment. Water Flows Out Top Maintenance person observes water flowing out Facility must be rebuilt or of"Distributo�'Catch during any storm less than the design storm or redesigned to standards. Basin. its causing or appears likely to cause damage. Receiving Area Over- Water in receiving area is causing or has No danger of landslides. Saturated potential of causing landslide problems. Internal: Manhole/Chamber Wom or Damaged Structure dissipating flow deteriorates to Y�or Replace structure to design Post. Baffles,Side of original size or any concentrated wom spot standards. Chamber exceeding one square foot which would make structure unsound. 2005 Surface Water Design vlanual—Appendix A il242005 � , � �� r1PPENDIX A MAINTENANCE REQUIRENIEN'1'S FOR FLOW CONTROL,CONVEYANCE,AND WQ FACILITIES 1 IVO. 10—C�NVEV�INCE PIPES�bVD DITCHES Maintenance DefecE or Problem Conditions When PAaintenance is Needed Results Expected When Component Maintenance is Performed Pipes Sediment&Debris Accumulated sediment that exceeds 2�%of the Pipe cfeaned of all sediment and diameter of the pipe. debris. Vegetation Vegetation that reduces free movement of water All vegetation removed so water through pipes. flows freely through pipes. Damaged Protective coating is damaged;rust is causing Pipe repaired or replaced. more than 50%deterioration to any part of pipe. Any dent that decreases the cross section area Pipe repaired or replaced. of pipe by more than 20%. Open Ditches Trash&Debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cieared from square feet of ditch and slopes. ditches. Sediment Accumulated sediment that exceeds 20%of the Ditch cleaned/flushed of all design depth. sediment and debris so that it matches design. Vegetation Vegetation that reduces free movement of water Water flows freely through ditches. through ditches. Erosion Damage to See"Detention Ponds"Table No. 1 See"Detention Ponds"Table No. 1 Slopes Rock Lining Out of Maintenance person can see native soil beneath Replace rocks to design standards. Place or Missing(If the rock lining. Applicable). �o. 11 —GROUNDS (Ll�JNDSCAPING) Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Camponent Maintenance is Performed General Weeds Weeds growing in more than 24%of the Weeds present in less than 5%of (Nonpoisonous, not landscaped area(hees and shrubs only). the landscaped area. noxious) Safety Hazard Any presence of poison ivy or other poisonous No poisonous vegetation present in vegetation. landscaped area. Trash or Litter Paper, cans,bottles,totaling more than 1 cubic Area clear of litter. foot within a landscaped area(trees and shrubs only)of 1,000 square feet. Trees and Shrubs Damaged Limbs or parts of trees or shrubs that are split or Trees and shrubs with less than 5% broken which affect more than 25%of the total of total foliage with split or broken foliage of the tree or shrub. limbs. � Trees or shrubs that have been blown down or Tree or shrub in place free of injury. knocked over. Trees or shrubs which are not adequately Tree or shrub in place and supported or are leaning over,causing exposure adequatelx supported; remove any of the roots. dead or c�i�eased trees. ?005 Surface Water Design Vlanual—Appendix A :i��4r'200� :�-9 4 't�n/ APPENDIX A MAINTLNANCE REQUIRE�IE�ITS FLO�V CONTROL,CONVEYANCE,A�1D �VQ FACILI"I"IES NO. 12-ACCESS R0�4DS AAaintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed General Trash and Debris Trash and debris exceeds 1 cubic foot per 1,000 Roadway free of debris which could square feet(i.e.,trash and debris would fill up damage tires. one standards size garbage can). Blocked Roadway Debris which could damage vehicle tires(glass Roadway free of debris which could or metal). damage tires. � Any obstruction which reduces clearance above Roadway ovefiead clear to 14 feet road surface to less than 14 feet. high. Any obstruction resVicting the access to a 10-to Obstruction removed to allow at 12-foot width for a distance of more than 12 feet least a 12-foot access. or any point restricting access to less than a 10- foot width. � Road Surface Settlement,Potholes, When any surface defect exceeds 6 inches in Road surface uniformly smooth with Mush Spots, Ruts depth and 6 square feet in area. in general,any no evidence of settlement,potholes, surface defect which hinders or prevents mush spots,or ruts. maintenance access. Vegetation in Road Weeds growing in the road surface that are more Road surface free of weeds taller Surface than 6 inches tall and less than 6 inches tall and than 2 inches. less than 6 inches apart within a 400-square foot area. Modular Grid Buiid-up of sediment mildly contaminated with Removal of sediment and disposal Pavement petroleum hydrocarbons. in keeping with Heaith Department recommendations for mildiy contaminated soils or catch basin sediments. Shoulders and Erosion Damage Erosion within 1 foot of the roadway more than S Shoulder free of erosion and Ditches inches wide and 6 inches deep. matching the surrounding road. Weeds and Brush Weeds and brush exceed 18 inches in height or Weeds and brush cut to 2 inches in hinder maintenance access. height or cleared in such a way as to allow maintenance access. 1/24i2005 ^00�Surface�Vater Design�tanval -,�ppendix A r1-1 U