J_2024 05 09_West Orange Stormwater Management Plan

v\, ’ AtL^-sggfr^ ru uj* <* r <<ct£77? ui ipii?\ >\^ tt ' 797.G6' . .. \ (i •■ by -3 r- . » s ' « r-’vf Z. - - ............. \ .»®. , , Or^rUJ VJ /'LSBH-2 '-.. . • v?9^ 1 V*'!'. .............. *«,'/» \ < v• \ :or<j? '•Pint? ..................................... '■ a \ V — -Nil I.•s~'-i-----------------v,.......... a----------- ivt'Jj - *’ •f . •> V.0 *TPIP*HCiERVET----- ,J ‘V ■* i^iy ca*Mf.r t• * ci dt etjKtnew A’, ,« :•« - Ji:.fc «»;»vrtsr.vi'in _.i . <£ t , S 03‘02.’52“ &'•" ' £- \ Vi» ,SBH-1 Wr. */ // V,i 0 ’ \ i f\ '■■ f ...• ■ x i I \ •. , •—-■Vi v «-’$ i SOIL RESIST I YiTY pr TEST AREA \ 7f- # / i HA.'IMA'ft \' , ,*r—■ .A****. / \' 1J #\\ >\\ 'ri4L •< . « > •• -$( 5)" ir X . *' C ' ^• i i» / 'v'*iA <* / * < J: S$S A . r •U r--------nrm *.N ^2 • V', cViA i b'\ Li r” £5 /.or; gSir ' ''1 ly V Li «s» -> • V:?. •I. v •• * \ \ \^v '// If-. ,o ILj. /•' 'Wf* all il^ll 6G- ■*;1 a J'ljgsJ; \ /.07 2fl U * *Jt - ' y t v ,.i ><n \ 11 \ ’ ASSH-4 13 3 I) u tp-1| T’-'L 1. This drawing is pari of Melick—Tully and Associates, P.C. Report No. 5165- 243*10 and should be read iogether with the report for complete evaluation. 2. General layout was obtained from a drawing prepored by PSE&G, entitled "Inside Plant-Proposed Test Boring t-orii, locations West Orange Switching Station" dated 12-21-10 (revised 3-22-11), noi to scale. COT H PLOT PLAN 1 si .is Oi !4\ for*. __ - y- _ l_ _ _ _ _ _ _ _ _ ■_ "j If ^ i ^ vI ,, W. ORANGE SWITCHING STA, IMPROVEMENTS WEST ORANGE, NEW JERSEY PSE&G : -N - 6G2'02i37'--W- '7oxv't SOIL RESITIVITY ' h TEST AREA S <L iTP-2 1.^ LOCATION NOTES: 1/ ■& Or V .H5J1 NUMBER AND APPROXIMATE OF TEST PITS PERFORMED IN 2002 MAR( V'--------- UP"->L' --------- ■jH'- LOCATION A' INDICATES NAME, APPROXIMATE LOCATION AND DIRECTION OF SUBSURFACE PROFILE ■! » ?'u •'• \4<‘, * '■ i 1 <p I - NUMBER AND APPROXIMATE OF TEST PITS PERFORMED IN 2003 i-sei ?• \ if \ . !»*> OF 20C tor M a liv * si NUMBER AND APPROXIMATE LOCATION TEST PITS PERFORMED FOR THIS STUDY (18) DEPTH IN FEET TO SURFACE OF DECOMPOSED AND WEATHERED BEDROCK t.T il Li •U#\ i TP-1 LOT 45 pp-2 .-w;*;ii>vv?"' v |n-«^ ldvan:in | 1_1 tr'-.y v 1 r r-. 1.l-y il 7 ■—-< "V '* «U> .r* \\ hV %r 1 VvM ^ •> ,Y> 1 OF 60 " v' • // L N/F ___ TP-1 ; HUMBER AND APPROXIMATE LOCATION BORINGS PERFORMED FOR

|n-«^ ldvan:in | 1_1 tr'-.y v 1 r r-. 1.l-y il 7 ■—-< "V '* «U> .r* \\ hV %r 1 VvM ^ •> ,Y> 1 OF 60 " v' • // L N/F ___ TP-1 ; HUMBER AND APPROXIMATE LOCATION BORINGS PERFORMED FOR THIS STUDY MEUCK-TULLY AND ASSOCIATES, P.C. Geotechnical Engineers & Environmental Consultant* 117 Conol Road South Bound Brook, New Jersey 09B80 (732) 356-3400 ____ ’"Ip":/'"-,7. ------ >- ---------h— * * ■ - MOUNT PLEASANT AVENUE JOB NO. OR. BY VJD FILE NO. 5165-243*10 CHK. BY JJRO DATE 5-18-11 24898 SCALE r=ioo' PLATE 2