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HomeMy WebLinkAbout02759 - Technical Information Report T � • � II TECH'�i Z�'LL L�'ORiVfr1'I�Qi�,;A.NB ST4ft11�I DRAIl�tAGE REPORT � _ FVR - ;. .' . ,_ _ _ _ _ , _. , . TI-�E PR4POSEI?RE�1'I'O�T TtZCO BELL RESTAURA_�Z' LOC,.ATED t1T R��ZER�����L.rE SOU�I'H��'D SOUT�-i 3RD STREET _ _ _ _ _ _ _ _ __ ..._. __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _ _ . . _ .__:__ . - :_ __ __ __ . _ _ _ _ _ _ _ ___ _ _. . . __ : _ _ _._ _ . __ _ _ _ _ _ _ _ _ _ __ _.._... : CTTY OF RE�'OT�;'ST_�TE OF WASI-�GTOIv � Z 7S�(' ' Prepared For: Freiheit and Ho Architects, c., P.S. ' DBVI Job Number: 98114 " Dated: October 28, 1998 �/�1 1�1ark J. �gos Project Engineer �P B� M��'L OP�°�W��9 � �.� o �o z 'a,9 ,Q 21778 � �Q o F�,�R� �,�, �sSiorvAtE�G� EYPIRES 2l18/ voo �/ ) / ana B. Mower Principal En�ineer DBiVI Consultu�Engineers �02 16`�'Street,N.E., Suite 312 Aubum, ``�'ashington 98CO2 Phone: (253) 887-0924 Civil En�neering, Land Plan.ning, Surveying, Environmental S�1ces C����� RECEIVED ��� � 6 �� �►�vi�i3��it� DfVISION ,��sy • T:�BLE OF CONTEIVTS 1.0 Project Overview�... ... ........ ... ... ... ... ...... ... ... ...................... .................. .. 2.0 Preliminary Conditions Summary... ... ...... ... ... ... ... ... ... ... .................... ... ...... 3.0 OffsiteAnalysis............ ... ... ......... ............ ......... ....�--�-- ...................... 3.1 Upstream Draina�e Analysis............... .................. ........................ 3.2 Downstream Draina�e Analysis................................................ ..... 4.0 Conveyance System r�nalysis and Desi�n.................................................. 5.0 Resources Reviewed........................... ......... ......... .................. ............ 6.0 Temporary Erosion/ Sedimentation Control Desi�n...................................... 7.0 Other Permits Required......... ... ............................................................ APPENDIX E�hibit.a: Vicini���Iap E�chibit B: Assessor's vtap E�chibit C: E�isting Onsite Drainage Path E�chibit D: King County Sensi�ive Area Map Folios Exhibit E: Floodplain/Flood�,vay Fema�1ap E�chibit F: King Counry Soils Map Exhibit G: Storm Drsinage Calculations . � ' • 1.0 PROJECT OVERV�W This report presents the results of the storm draina�e analysis and technical ramifications for the proposed Taco Be'.1 Restau:ar.t. The p:opcsed project ;s located on a vacaiit lot �.vithin the southeast quarter of Section 13, To�vnship 23 North, RanQe 4 East, `V. NI. w�ithin the jurisdictional boundary of the City of Renton, Washin�on. The site is located immediately southeast of the intersection of South 3rd Street and Rainier Avenue South, as shown on the attached vicinity map. The trapezoid shaped parcel encompasses approximately 21,3�0 square feet and is bound by an existin�BP Gas Station to the north, by Dunkin Donuts to the south, by a landscape planter and paved parkin� lot to the east, and by Rainier Avenue South to the west. Access is proposed from Rainier Avenue _ South. Parkin�will consist of 13 parkin� stalls onsite and 1� parkin�stalls offsite (just _ north in the BP convenience store parkinQ lot). Two handicapped stalls �vill be provided as shown on the enQineering plans. The buildin� size will be approximately 2,100 square feet. . 2.0 PRELINIIN�RY CONDITIO�i S SU��L�RY' Currently, the site is vacant. The site is covered with Qravel (most likely exposed sub- base) and intermittent patches of old asphalt pavement. The only onsite svucture is an air and water station for the BP Gas Station located to the north that will be relocated. There is little or no ve;etation onsite. The site's topoQraphy is relatively flat and slopes Qently (1-2%1 downward from east to west. The maximum slope is appr,,��m�-e'.�. ,--1°; �e r},e south�vest corner(surroundin�the southwest corner's catch basir: � 3.0 OFFSITE ���LY'SI� ?.1 UPS7R��:�.I DR�I,�:: 1�.:_' :,L; ��'._ There is little or no offsite runoff to be accounted for in the desi;n of the conveyance system. The upstream basin would include sheet flow in a storm event from approximately '/< of the BP Gas Station site (.OS acres). 3.? DO G�STRE.9M DRAINAGE AIVALYSIS Currently, the runoff sheet flows w�est across the site and enters into a conveyance,�catch basin system just inside the sidewalk alon� Rainier Avenue South. There are two eYisting catch basins in this area. The stormw�ater flows north in a�-inch PVC conveyance system until reachin�the BP Gas Station's catch basin/conveyance system. At this point, the runoff from the site mer�es into Rainier Avenue South's 18-inch conveyance svstem. Ultimately, the runoff flo�vs northwest until discharging into the Green River. The site is located just inside the Green River Bas;n (Cedar River is the adjacent draina�e basinj. . , . � �.0 COYVEYAtiCE SYSTEitiI AN�LY'SIS �vD DESIGN i The cem:�e;�ar.ce syste:n for tl:e par!:in� let and other imper�:cu� sur.`ac�� •.�ill be accounted for by 1 existin� catch basin (located near the existin� trash dumpster on the northeast portion of the site) and 2 new proposed catch basins. The first catch basin will , be a Type 1 desi�ned to convey the roof drain runoff and the parkin� lot runof£ The , second catch basin will be a Type 2 and wiil connect the onsite conveyance/catch basin '�, system to the existing conveyance system underneath Rainier Avenue South. The I developed site's �rades propose the runoff to be routed form the southeast corner of the site to the southwest or northeast portion of the site. Conveyance will occur by sheet _ flow across the pavement until reachin� the existin� and proposed catch basins. The . maximum flow lenath is approximately 1�0 feet. The parkin� and roadway surfaces will have a 1.5-3% slope. �.0 RESOURCES REVIEWED �. Floodplain/Floodway Fema Map It was determined that the site is not �.vithin a floodplain or floodwa�• aiter consultin� the FEl�L�1 maps. The nearest floodplain is approximately 0.� miles to the north. B. King Cozrnry Sensitive�rea�i�lap Folios Five Kin� County Sensitive Area Map Folios are shown within the apoendiY. The Wetlands �Iap Folio indicated that the:e are no w•etlands on or wit'r.in the dir��� vi�;nit�� o:the site. Both the Landslide Hazar� Area Map and the E��s:en Hazard Arza �Iap show no erosion or landslide potential. The Kinv Countc Streams and 100-year Floodplain Vtap indicated that the nearest stream is a Class 1 Stream, located approrimately 1 mile northeast from the site. However, this stream, Cedar River, is not within the downstream drainage basin of the site. The Kin; County Coal �tine Hazards N1ap and Seismic rlreas 1�1ap showed no mines or seismic areas near the site. 6.0 TEviPOR�RY EROSION / SEDI1�i IENT�TION CONTROL DESIGN Clearin; limits and filter fabric fences have been provided in the desivn around most of the perimeter of the site. In addition, a couple of temporary interceptor swales are desiQned to convey the runoff to the existin� catch basins. The interceptor swales and rock-check dams will settle out the particles and promote runoff of less turbid and cleaner w�ater. Furthermore, existin� catch basins will be surrounded by filter fabric tence to decrease sediment transport. A standard construction entrance has been desiQned for the temporary erosion/' sedimentation control plan to further reduce the transfer of sediments to offsite areas. I _ ' , . � 7.0 PERtiIITS REQUIRED FOR THE STORt�I �V�TER DRAL�IAGE SYSTEi�I No other permits applicable at this time. � �IJRsz 9811Jc.002 EXHIBIT A: � VICINITY 1VIAP �f`r y,,,�.�. _._ _ z s __— — �If1� �� I� ' oWel {uaa�rei i i -- _. ._.__. ... . . � r.9� � _ . _ ..�.�V)�it�1J - TiS� N19ii (' .... 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' n _ -L'�t' � �t � ',� -'L''�. .�rl +'� '�'�7� ��. •tCG� a �.�{, `�" �'�" � „r � . �7;C ;,� � �'.r�r l�``a: , -�I 2sr.ir�v�.n�i-�•>l�h �-�Tv: _ i� iY�'� .. - ����f.�� � � ��f�!�,j�i�;'��t,. � `�.��r�-c9. �, ��'� �i '. ' -r `�I. �. � � '� ,� }y� t •���*'' p�: � �n4 � �� �� • `� o�J' • ��'��!'`��� • M� � R s �.:� �: � t. ,q _ i� .. . • '� - '���� . ��I ^�i�SO�. j��4..Y� i��� .� � ��� ' ..`+i-%+� ,.3.[s Y �.s } r - .�' �•. �� •.��I 7) F-��.. !: 'Crv����;�4z'S�"ry'�fj�s't� �y�'.r�+• , 3��e�'. . ` � '�T l•:�. _ . ,��i�^�^��{yT+"��r�.�'itrr .Ji:•. :� �'�C�\;'•� �I�l7C'-��i=��-w.� y ,_-:l�ri:_� •� . , _ - t:`�:,�}�T l . . �_ �Si s� `I' �.���� -— �' �� ��r.�.'7 �`..r� x T �w+ �{ �/` _ �,• �j,��� �~ •�: !✓i-r. r�����• '• ' � � ••1J• _ _ '_�_, . .. . .. 1='`(�r�_{ � ��- y �� !�a ..`3jt�� �i���, y� �1.. �q �: . ��L��� I�'1 a. _ ��. � X , �� -�� _'#j' » :2 , �'+i}T. � _ �.i�<�� �� '.. '"� '� �> ,� L. -�."' � I �'f�C •'t �•� - -5�p� � _:s; 'L: •+�. _ _ �N - � 1 �.�w� � � �� N. ay .J� _ _ _ _ ' k EXHIBIT G: STORIVI DRAINAGE CALCULATIONS O Z �l 5 /It,v(;7,v T !�C LL �o ��ISIly . • �: Si�(I�+ p�A�d�GE ca����,���ors � C ON✓�Yn,✓G E /7E5 f 6.v; I� . I/v�'� C (3 ; ' rtaE�4 = r,,o �q o�4 3SG� = O. Z� �4c,�E5 j �N % `I`3 � VcQY [��St �J�t�;IE � f � �� I,,u�/z S Y��-,e , = 3.S � i�nE o� c,,�ce�r�,-.�„ ; T�: 1- ' �_ iso ' c 60� � ✓= k� k= Z7 `� ✓= cZ?)�Z s _ �% _ ,�z i � � i '= i S,. v = 3.g {�fi/scc � U � �r. _ ;6 z.S �/5tc� - � , I L() L i C � �� � I Tt: D-� n,:.,��S �n .- c� ( z w` i C� C Fc.��:.� R- E o = -F' � t�2v�2 ��(`� c S � ; C S E E .+/t'z r S r;��t) � � I � � � i � � I{ i I i i ��' ��c�v)P���►a�o = ,.Y�i R�✓i S ��z f� = „ f4 � n= o. o1Z C o2 � ' i/� v,s S i % _ p.o� - I 1�4 4 J= ' Oz 35 ) 1b J C ��1 z � o,��� C 0. CO• 7 U. R= A R= �� �"'D'�'• TE2 I Q= 3 fs Q �_ ����.33a� �: �t"' v.3> i �• c' p:35 f+s I �_ v-35 f�t � _ � —f` p= Zrr r���'./`;=E1Cfrt� � 2.� = Z� ( 0.33� � , j �= o.►G7 P = 2 ,i r"� i f ' I I Q PKuV�oEO � Q +CC(�UIRLD i i I I ( � ---- vai�..�...�....... � J ,1 , S . C.S . TYPE-1R P�INFALL DISTRIBUTION � ENTER: F?ZEQ(YEAP,) , DiTR�TION(HOUR) , PRECIP (INCHES) � 25, 24, 3 . 5 ---------------------------------------------------------------------- �'�'�'*�****�*�*�'����+ S .C.S . TYPE-1:-, D�STRIBUTION �***'���****�***��*� ********* 25-YE.�� 24-HOL'R STOR1�1 ***� 3 . 50" TOTAL AP�CIP. *'"'�''�'**'k*r ENTER: A(PERV) , CN(PERJ) , A(IMPERV) , CN(T_MPER�7) , TC F0� B.�S IV NO. I 0, 0, . 2, 98, 3 . 5 _ DATA PRINT-OUT: AREA(ACRES) P�RVIOUS IMPE2VIOUS TC (MINL�TES) � � CN� A CN .2 . 0 . 0 . 2 98 . 0 3 .5 P�AI{-Q(CFS) T-PEAK(HRS) VOL (CU-FT) FLJr✓ . 19 7 .67 2372 !��Q+1�2CO I � ,I Page 1 - � � ru �. uutvi' Y, WASHINGTON, SURFACE WATER DESIGN MANUAL � �, . � 'FABLE 3.5.2C "n" ��iD "k" VALUFS USED IN TIl-1E CALCULATIONS FOR HYDROGRAPHS 'n,'Shcet='ow ECuaron+.�anninq's Vaivas�For the iniiial�p0 1:d trevel) n�• c..�_;� ,_a3c'-s , _nc__.1iF:.:Jt.y'a��3.v Care!L:^,:acki:s:.il) _:.. Fal:,,^w IielCs or!oose scil surface(no resia::e) 0.�5 CW:ivated sod w�in res:aua cover{s <-o.ro n/n� �.� Cultivated soa witA residue cover(S� 02C K/h) Q.t7 Shcrt prairie g2ss an0�awns 0.�5 Censa grasses 71a 8arrruCa grass C.st Aan�z(nawral) :.t3 . Wocds or forest with iight underbrush �.:� H/coCs or forest wuh der.se wiCerbrosh ;.;A •Manninq values for sheet flow oNy,from�',�erton and Meaaows 1976(See��-55. t986) '�i'lalues Usad In'2ve1 ,-,me�me of Cancenvatan Calcuiations Shailow Concen2raced�ew (A1ter the inaal 300 tt of sheet sow,R .0.�) k, �. =crest with neavy ground�itter antl.�+aadows(n-J.tO) 1 2 Brusny Ground wrt.h some trees(n -0.660) : ,,. ��iiow or m:nm;;m;:Ilage c:r:�a;ion,;� �0.0:0) 3 s. kiGh g2S5;n � 0.035) i 5. Short 5rass.;,asturz and tawns(n=�.0.;0) '� 6. NeaAy bare grcunC(n�o.o25) t3 7. Paved and gravei areas(n-O.Ot2) �� C,anne�Ftow(Interminenrl(at che bec,inrnnq�t vis�bla channNs:R�C.2) t t. Fcrestea swaie wrth neaW 9round ictzr(n � 0.�01 5 2. �ores[ed ara:nage ccurselrav�ne v.tn:elined c.tianne�aad(n�0.0501 �0 3. Rock-lined wacerway;n=O.O;Si i5 a. Grassed waterway;n.0.OJ0) i 7 5. carthJined wd[2fw2y(n.0.025y �p 5. C.NP pipe(n.0.02a1 Zt 7. Concrete pipe(0.0�21 a2 ' �. Otherwaterways aro?ices O.xg�� G`ar.nei Flow(Conctnuous ssream,R .O.c) r 3. Meanaennq s;ream witn some poas(n .O.OaO) 20 '0. Nock-Ilned stream(n.0.0.i5} �_ 11. Grassained sUe2m(n-4.030) .? t2. C;her streams,man-made cRanneis ana plpe 0.907/n" •'See C.hapter 5,Tabie 5.3.6C tw adCitlonal Mannin,s'n'values for open ct+annels 3.52-7 1� , , FACE WATER DESIGN MANUAL . �� � . - . - � - T.aBLE ?.�'B SCS tiV'ESTER�W�SHINGTON RUtiOFF CURVE NLl�1BERS S�:,S '�^IESTEAN VYASH(NC3TON nUNOFr CURVE NUM���S (?u�lish�' ;,y S�:,S in 19c2} i P,;:r.c'rf cur�e num�ers `or selected agncultural, suburhan and urnan !arC usa fcr Type tA j rai^rail dis;ributien, 2-+-hour storm duratian. I CURvE NUr.1aERs aY � HYDRCLOGiC SOIL GROUP l L4N0 USc OESCR.IFTION A 3 C D � ' C;:i,��ac� ;anC('1: wirtar ��rci;icn I So 41 �rt 95 i - '�lountain cpen areas: low growir.g brusn and grasslands I 74 82 89 92 ' � -�,teacow cr �stur�: i F,� 78 2� 89 � i Wcod or .`ores: ;and: undisturbed or older secand grcwth 42 0» 76 8t i � Wcod or fcros:;and: young second ^yrowtn or brush �� f2 81 d6 Orc^ard: with ^over croo i a� �S 92 5� i Open spaces, tawns, parks, goif ceurses, c2meteries, , lards:.apirg. i I qood ccndition: grass c�ver cn 75'6 or mcre cf the arez 68 80 86 90 `air ccr��icr: g�ss ccver on 50°6 ; � ,c .�','o ci �he area '7 85 50 92 � ` Gravei rcads and parkinq Ic[s 7o c:: 89 9t �i I Girt roads and ;,arking !cs � 72 82 87 89 � I Im�erlious suraces, ,:,2vement, :cc:s, e[c. � 92 �2 98 9g I - ; Open water bodies: !ares, weciarCs, ccr.;:s, a:c. I t00 t00 t00 1C0 iSir.Gie Fa,;,,iy Resident;al ;Z; I , , I ! Dwellir,g ;;na/Cr�ss Ac.e � Impervic�s (3} � I � 1.0 DU/GA 15 Separate curve number �I 1.5 CU/GA 20 shail be s2!ec:ed � ; ZO vU/G�i 25 for pervicus and ' 2.5 DU/G� 30 I imcer�icus por.ion ! 3.0 CU�`GA 3� of the site or basin 3.5 DU/GA 38 a.0 CU/GA a2 a.5 DU/GA a6 �.o CL'jGA <a I SS CUjGA 50 6.0 DU/GA 52 � 6.5 DU/GA �4 ' i7.0 OU/GA So F'an�ed urit develccr-�e.^.ts. °; impervicus c�rdominiums, aparmer;s, must be ccrputed c�mmercial business and industrial areas. (') For a mcre detaiied descripticn cr a�ricul,ural lard usz curve numbers refer to Natiorai E^gineering Han��cck, Sec:icn a, Hydreiogy, Chapter g. August t972. (2} Assumes rcef ard �riveway rurcj s �iroc:� inta s.reet/s:crm system. (3j T�.e remaining �ervious areas (lawr,) are ccnsicered :o be in Good cendition for;hese curle numcers. � 3.5_2-3 11/92 i 0 �,� � � < <.� _,� ,.� ;� �,����;�- � �� :,:,. . , , , �- .x � � , � ' �� -� . - ; ,� � - - �, i � �, � �, b � � ; " { � .f .�- ��� ' �� ' � 1 h� � a ,, � � '� �- � `�' .-� ,' � : a ' \�..--r-- ,��-�e '.�. ''• , I, .'� ,,,.� � ; �J � _ ,. j � �� �--� .. �� "�� • , .�,, � ' / � � � — � j� l��! � �.- � �' _ .�:, % �� ,) \ , \'•�J 14 . ( 7` _ � �_:�..: � �, t' I.� '` t ",,-. � -. �� ` r. f JJ ..''' _ . 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