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HomeMy WebLinkAboutTED4001907.5iGRAM A. READ 4320 N, 24 TH ST TEMP. EROSION SEDIMENTATION NOTES RENTON, WASH. 98055 I 404 � I I TL l88 I I I DONALD M.S M STAPLETON �MyR/DEL-=-�34.3 1. All limits of clearing and areas of vegetation preservation as prescribed y36 I3422 E TH ST. I C 426.2/ (5E �% on the plan shall be clearly flagged in the field and observed during con - RENT WASH. 98056 I struction. DONALD E. DOLAN I 4326 NE24TH ST " I I 2. All required sedimentation/erosion control facilities must be constructed RENTON, WASH. 98055 I TL /76 , I I I and in operation prior to land clearing and/or other construction to insure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory con- 40.3 I I I I I dition until such time that clearing and/or construction is completed and I potential for onsite erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be l65 75the responsibility of the permittee. ' l' � 3. The erosion and sedimentation control systems depicted on this drawing are _ intended to be minimum requirements to meet anticipated site conditions. *"\\ ELOY H. CANTU -- -- — — — — — — — — — _ As construction progresses and unexpected or seasonal conditions dictate, ENT NE 24TH ST. \ \ 9460 1 /000,5 permittee should anticipate that more erosion and sedimentation control RENTON, WASH. 98055 � \ � / � I I I the \ oA facilities will be necessary to insure complete siltation control on the O I `5 I I proposed site. During the course of construction, it shall be the obli- �- / j gation and responsibility of the permittee to address any new conditions 6 402 I 5� I 13510 SE 99TH ALAN 6. LL RENTON, WASH. 98055 that may be created by his activities and to provide additional facilities, Q j over and above minimum requirements, as may be needed to protect adjacent \ ` properties and water quality of the receiving drainage system. 4. Approval of this plan is for erosion/sedimentation control only. It does not constitute an a pproval of storm drainage design, size nor location of M/CHAEL H.8 A.D. CRATER ''- / I pipes, restrictors, channels or retention facilities. 4406 NE 24 TH ST. 13 RENTON, WASH. 98055 / \ 1970 L�/6 5. Any disturbed area which has been stripped of vegetation and where no • TL 43 further work is anticipated for a period of 30 days or more must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year in question. 40/ I �5 l r �y5 ` ,1 �— I Grass seeding alone will be acceptable only during the months of April thre �s September inclusive. Seeding may proceed outside the specified time period ' I I ( whenever it is in the interest of the permittee, but must be augmented v,lth / mulching, netting, or other treatment approved by'/he / 6. All erosion/sedimentation control ponds with a dead storage depth exceeding 6 inches must have a fence with a minimum height of 3 feet. 2 I2.50 ) �j o ♦ � y / Lp I I R=25' 180' -- I�— EX. 6•' C./. PIPE 90, i TL /44. 90' 0 CITY OF RENTON I O - I — 78 SO 7 DONALD E. ENRIGHT ` TL 204 2120 SW 338 TH I 9 8 FEDERAL WA Y, WASH. 98003 aM I 1 I i I o EX. F.H. / ' e 42 3. 94, (51,15 /W / --X. E1L0 :'�G'N'1( Y d W.V. EX. 6" C. I. WA TER PIPE I 12 � ST — - r EX. e- C./. PL - - - FLORENT/NO MURILL0 8 85' 85 a 13604 SE IOOTH PL R=�,�' /Qa2J�' -,Rs2 ,� : l _9E' M r�/TON, WASH. 98055 - _ �a ._ � _ — � _= i= — — -- 17. Cb /% 1—� _ /8 I c� 9 I I 93/S g 9315 tJ 93/6 �' I O p 2a5 ,I 1 - o16.0' MIN. 3 MIN. 'f �• - �M LAIN. I� :'•;•:.:'.' �I 2.0' o o MAX. MNATIVE MATERIAL _ - • MAX. o o (Compacted per King Co. 'Regents.) o�� GRAVEL CONE COLLAR.' FREE OUTLET TESCP BERM & FILTER d = 0.1911. /// E///= /! _ /l Z-/,, -21 4" - 6' QUARRY SPAILS nl I1_ _ TEMP. INTERCEPTOR DITCH N. T. S. U' do )k ' 1 / 1 //�� � lIr' //O' 120' ✓OH N F. ROT TER 13612 SE /00 TH PL RENTON, WASH. 98056 R. 2�\ 16 l9 R-2..' a I - R ^ 7312 v 7312 7312 Zp e0E17 6 I - / / e / I /, / I 447 I 4 7� o 7' \� AV It 80•--I 80---' v -9n J.D. PA L MER I \ 4 f• r • �4 E• I 4 6' l POND CAPA CI T Y ELEV. - 423 - AREA a 24 x 68 - 1632 >/926 ELEV. - 424 - AREA - 30 x 74 : 2220�5832 ELEV. - 426 - AREA = 42 a 86 = 3612 VOLUME A VA /L . X, 7758 13620 SE IOOTH PL 12 46' J / V 7 AS BUTL T•• PREPARED FROM AC TUAL SURVEY RENTON, WASH. 98055 I I \ /5 �® \ /� / / 92I5 / l j /� PREFORMED BY TOUMA ENGINEERS 8117188 700 / 8700 ' l l 7 \ a \ / It/ / j �- a / 6° l // j ► / i � , / � .� '��♦. � / A / A � � � � I 'j � � i/ � ors �-�1 5PG-III 21 - 1 22 /J I 00 14 \ \ I 790 /i ( 9330 t 7905 1I I 7905 4Z /3630 SE /DO TH PL / RENTON, WASH. 98055 - --- •-- -.. ----—•--------- --/J ' / / ,' JOSE /135' / /35' 135, .. — — — ,i --/9630P138THAKVE.L S 6i�" / //� / /Q 0 RENTON, WASH 98055 1 / TL 164 e I TL 5 r 2 /NTERCEPTOR CH Ol. Dti lSEE OETA1L1 It � /' FREEBOARD 427 �trl1; O VERFL ci W� 'y11 406 ELEV. 42-100' _ -- - -- — - 4-23 111Ea111=111=111=M=—►II r1r\�� -- ---- ----- SECTION A —A N- T.S. V/ Q: UJ o La CO M c 0 V cv Z 3 , o W c o (1' o � o 15 a; L 2) N 0 � L 0 U 0 N Q QL J LQ 4 QJ" J O c� f W z o h W JOB NO.577-00/-871 .)RAWN A,:;t7-- COMP. ,1_ DESIGNED 1y.-7 CHECKED V T DA TE ,74_•L,V t3' a a n O y tr1 Y C tZrJ Id N xg o �y x� r�n N x O y