J_2024 05 09_West Orange Stormwater Management Plan

SBH-1 615 ss SBH-3 5 ■;V: Si ■t -43 ,c V‘ -V. ■ -36. 605 ELEVATION, FEET v r•..* -V'f t24 T-,7»•—» ' >« *vi . r^-'-VV v-. Vll'All'V ,--s - iL/iki'yv,w. iSS - -40 -40 ^5 “"5 viv'- 4 A A Id ft - v ,vT;JL.... ortx* A* 3$tsjK-'5±Li ss Mq 5S 595 <rt |50/0' /• V . o>* SBH-4 'nf.l 3£S f iS; 585 Hi ' C? •V1S.7 ^ o 1 i f nil 1*3 — 585 §|||g IE SvSfc; !»• * 575 575 •S3 ‘KSaBj'.rhS' r72Sja -) l!lw . ^^25.W>}" ','1 5 V*.4 .•> & 1^100/0"; mm >?<$>£* A■ Kgj i&S •>!rf SSH& m: SXW 53gg 5ft gzgg 8888MS assBaPaig ‘ rjtf -VERTICM. SfcBfea IsHI BSS 3$ 9^ BP ppw to* llllllllllIP^ ££53 '■'*’*>■'> r^-c; V:>? 5-WK&3 SECTION A-A’ O’ 5’ 0’ 25* 565 50* -HORIZONTAL- 555 555 KEY: SBH-1 SUBSURFACE PROFILE A-A’ BORING NUMBER AND LOCATION NOTES: W. ORANGE SWITCHING STA. IMPROVEMENTS LIVINGSTON, NEW JERSEY r~8 1. Thl* drawing I* port of M*llck-Tu11y ond Aiaoclat**, Ino. R*port No, 5165-2*3*1 D ond *bould tx rood togdhar with tha report for complat* (valuation. 2. Tb« itratlflcotlon lln** or* bo**d upon Intarpolotlon* b*twaan wld*ly opacod l**t boring* and thu* reprawnt th« oppnodmot* boundorl** b*twaan loll typa*. Actual tron*ltloni may vary from tho** »hown. ----------- STANDARD PENETRATION RESISTANCE BLOWS/FT. I ------------------GROUNDWATER ELEVATION 100/5"-------------PENETRATION RESISTANCE IN BLOWS/INCH. GWNE ----------- GROUNDWATER NOT ENCOUNTERED 3, Stratum doilgnotlon* or* gon*rollx*d. So* report for d**crtptloni of ooch rtratum and th* t**t boring log* for d«toll*d dncrlptlon* at (pacific location*. PSE&G MELICK-TULLY AND ASSOCIATES, P.C. Q>otiohnhfll noWitin WWIW110 HVWif wf VV X • ft Cnvtronnwntol rtronmwtol Conauftont* 117 Canal , J *L- | U South Bound Break, N#w »G BfOOK, W J#fNy 00680 (731} 336-3400 fn r JOB NO. OH BY VjO FILE NO. 5165-243*10 CHK. BY MR£> DATT 5-16-11 2489B SCALE AS NOTED PUTT S