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Stormwater Plans.pdfX7 1:7 M M,o -0 2� in A JX3 �Q X-) 6 t A fj) .rti - IV, M,o 3 - to W115 a I If% f4 eel S C fir' 4's __.,d..... l III i x r .. r r , � I I^ r Y 6�M 1 i 4 �I{ yl� W I ._ � ��I�f ��rr �+�,,tIIY'II10��Iw�k! .� _ - _ _. ✓''�. __ � �V 4 �r y p I���@I�I�;'h� N. m �'� �,u�°^� �Jd�ir✓„.ror��p��1l�p� ��I�p�,. �"'� ��:� ���` w — r �s 0V? r r N { J d rl �Ir gg _, a .. ... . -' : m o . , ,a r _Y r r 'Shdrig Cakillad(VIS (per pg. 25 of RG handbook) 3 ISOH drairmge rate Cori trib,iting area 1:1es4-ed pc)nding clepth Desired peftramnce levd Rainfall Region Sizing factor RES UL'irs Required size of top SUrface of pondingi area Design dimensions for top suiface of ponding area Overflc)w containmerit a a T -F. inches Per hoi.,vr- square feet 6 inches 13ES' Region 2, Edaronds, Washington -7,1,',' Twide x 16' long = 112 SF Ovvide x 18' long =_1,62" SF IPWI1,0011,14, per test clescxiL)ed on pg 15-17 per. as bUilt ria..map on pg 22 per. Rain Garden sdrig chart on pg 21 Gar'dr-,.w 1:11ans f6j, McCalfis-ter' Residetice ..... ..... ...... . .. . . .................. . .. . ............ '18019 Anclover Street, Rain garden designed according t.o (lie I'Rairr Garden I landbookfor Western Wasl"lington, Per, handbook, steps were taken to design a rain garden to acco rn ryiod ate miater RU101f frr rn rou ghly 1700 sq Ft of existing bluestone patio. Per handbook (pg. "15) a 24" test I-iolewas dug In the proposed rear garden area. It w,,:is filled to '12" with Water 3 tinies, each time drained -fully wW-Jn 2 hours (first two tests drained instantly, third test reSUited in, full drainage in two hOW"S), resulting in a drainage rate of Tv iri/hr (see PiCtUres of third test attached), Accoi ding to the rain garden sizing chart (pg. 21) and 10'ased on w-ir locadw sit(NA In region 2 (per neap on pg. 22), for a drainage rate of 2,13+ irift-ir and for a rain gat -den with GOOD drainage, a sizing calculatrion of 6% of the '17(0 sq H. irripel-VIOUS area results in a rain garden sized '102 sq -ft. The pro�p�osed rain garden is sited more than 5 feet frorn the northern property line and more than 1 Ofeet from any building stri.,ictures. A hose was run over -ffie patio area in various liocations for '14- tiour each whiel"i resulted in a small aFnOUV'1t of water running -to the northeast corner of the patio. (it ShOUM be rioted that based on observation it wrind appegar that the majority of the water resolved Into the and joints between -the pavers.) It was determined that a pickup drain shOUId be positioned in that location. Proposed rain gar -den location is sited Such that water runoff will drain by gravity. Frown the pickup drain, a 4, inch pipe will run under patio stairs and into proposed rain garden for collection. See, attached as -built for rain garden location arid attached rain garden schernatic for details.