O37 Mr Kleinberg Site Plan with marking

i | if 7 8 \ é - ae \ 1 | HOWELL DRIVE) || pos \ q ) 7 : \ \ HOWELL DRIVE ) —— 7 Z oa oe, \ ; | | | \ HOWELL | DRY fi J | 11 HOWELL cS | DR | / C WW 1 7? a Wi i 1H / \ Ne ‘ \ \ : \ ° \ \ OUTCROR # se oy 1\, NV >8ft \ \ \ \ / \sry 8 below el 530 | \ \ | a ' . yy | \\t y H_| | 1 OF 2 / OUTOROP | \ i \ AB / | B-12 est el 599 / if/ \ \ \) | / Ye L | - ~ {refusal at 7.5" i» fs b\t \ | oe | - —~QUTCROP #13 | : | q\ \ a be | } QJ} Xv \ \ 4A ‘\ \ \ \ \| ; ri} \ \\ Ne Ge | (| MQUTCROR #2 N= - Cc \ V\\ \ = i@)| a \ ial __>)} PROPOSED ; YARD INLETS \ \ . a DISCHARGE TO Vay ody LE LAW RK WY AS AMASAASORROYY Ve el eri OT TT LR | > Se eenereeatoeeneneetimemn | ; WA _ \\ BOpasiN 11 Ws een loners N TP EST EL 501 OUTCROP = oF WHS pecans wo-61 "2 We-b0 . ig 77 RNE>12'< EL579' ~ . Saar Va GWS7'EL 584 = ss iN wpe | INFILTRATION BASIN NO. 11 * wo-99 D TP E-2 EL 590 RNE>14'<EL 576 JGWS 9' EL 581 Be C D.2 GARAGE |, ; Sf a ENTR. EL. 592[- \ OK / N \ BY Y é a / ; \ ie /\ | ! 7 Ps TPD1EL 581 - i fi —p| | RNE 16'<EL 565 | Yuc-o4 | QO / | GWS10' EL 571 | if | j! Oe ~ wN\ | \ fc-108, \ phis [ L | / \ \ | limi | \ | | | bn, | ote —“ grading as \ | \ le fn i Ne indicated on the E \ —\ Pee L878 4} P&F Site Plan wo} 7—RK @9' EL 569' | § \A os / landscape pla | \ [GWSé EL 572 yr \ \ / 7 ] \ YS SQA \ AA “| : \ } } { \ Na | _- / \ =o, \\\S\ 7 4 | > jaw“ / / /s ! TOWER LEVEL S\ : \\ \ \ | - —— . U/L FA |GARAGE ENTR, \ VAM W\\iy\ | / wae | ; + eh “ \. |ELEV. 582 / \ Or ; ) | \ A L [APPARENT DBL. 590 CONTOURS? 60 0 20 40 60 i — ‘a o ft — a APPROXIMATE LOCATION OF LANGAN BORING APPROXIMATE LOCATION OF ROCK OUTCROP ; SCALE: 1 INCH = 60 FEET 1. BASE PLAN OBTAINED FROM PLAN TITLED ATIO - a - "OVERALL GRADING PLAN SP-11” DATED 1 } % Drawing Title Project No. FIGURE Eee NG seRncrS LO the we, 3? PROXIMATE LOCATION OF LANGAN TEST PIT © APPROXIMATE LOCATION OF BOULDER I A N G 101049801 id , ° Date R-1A. - 0 APPROXIMATE SURFACE ELEVATION Langan Engineering and S G O APPROXINGTE sais 'y OF OUTEROP.TEST AT 14ft | APPROXIMATE OVERBURDEN SOIL AND DECOMPOSED ROCK THICKNESS Environmental Services, Inc. West Essex Highlands INVE TI All N 6/18/2025 1 APPROXIMATE LOCATION OF GLOBAL SLOPE APPROXIMATE TOP OF ROCK ELEVATION ; ; Drawn By STABILITY ANALYSIS SECTION 300 Kimball Drive PL AN Parsippany, NJ 07054 RLB F T: 973.560.4900 F: 973.560.4901 wwwilangan.com WEST ORANGE TWP Checked By NJ CERTIFICATE OF AUTHORIZATION

ION ; ; Drawn By STABILITY ANALYSIS SECTION 300 Kimball Drive PL AN Parsippany, NJ 07054 RLB F T: 973.560.4900 F: 973.560.4901 wwwilangan.com WEST ORANGE TWP Checked By NJ CERTIFICATE OF AUTHORIZATION NO. 24GA27996400 ESSEX COUNTY, NEW JERSEY AY Date: 6/18/2025 Time: 12:20 User: rblocker Style Table: Langan.stb Layout: Layout! Document Code: 101049801-0201-BL101-0101 LANGAN Project No. 101049801 ©2023 Langan