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Design Figures DAY \\ANTIGONE\PROJ\LOWERPASSAICRIVERGRP\412305LOWERPASSAICFS\GIS\MAPFILES\RM10-9\BODR\FIG1-1_LPR_STUDY_AREA_AERIAL_CD2.MXD ECLARK1 2/4/2013 6:13:14 PM VICINITY MAP New York Connecticut New Jersey er v i R e l Ro d ck d lan a d S Be C rg ou e nt n C y ou nty B er P ge as n sa C ver ic ou Ri C nt ck ou y sa n n ty e ck Ha y y t t n n u u o o C C s i c r i r a o s M s a P S a d d ty le n u R o i C v e s r i r r o M P 7 as 1 E sa ss ic 6.5 ex C 1 ou ty C n 6 n o t 1 5 u y . u n y ty 4 o t 5.151 C n 1 5 u y k t r o 14 n o C Y u x 1 o 3. w n 5 C o e r n N B 1 e 3 g r e y B ty t n n 5 u u 2. o 1 o C r 1 12 C s e 1 i r v . r x 5 i 1 o e 1 s R M s d ir E h T 10.5 y 1 t 0 n u o 9. C 5 ty n k u r 9 o ty o n Y C u n w 8 o y .5 e C t e S g ec r n n N on e o u d B s o R8 d C iv u 7 er H n .5 o s d u 7 H ty 6 n .5 u ty o n C u k o r C 6 o Y s n w e e e 5.5 N u Q 3 5 5 . 2 3 2 .5 4 1.5 Q 5 . u 4 K e i e 1 n n g s Es s se C x C U Co o nio un 0.5 o u n ty u n C n ou t nt t y y 0 y ty LEGEND n u o y t RM10.9 Study Area C n rk u o o River / Stream Y C w s e g Lower Passaic River Study Area N in K County Boundary Water Body Notes: 1. Image Source: Bing Maps 2. The RM 10.9 Study Area extends from RM 10 to RM 12. FIGURE 1-1 ¯ Lower Passaic River and RM 10.9 Study Areas RM 10.9 Removal Action Draft Final Design Report 0 12,000 Feet Lower Passaic River Study Area, New Jersey M P 8 2 : 4 4 : 4 3 1 0 2 / 6 2 / 3 1 K R A L C E D X M . 2 D C _ A E R A _ M E R _ P E D _ D E S _ 9 - 0 1 _ R P L _ 2 - 1 G I F \ R D O B \ 9 - 0 1 M R \ S E L I F P A M \ S I G \ S F C I A S S A P R E W O L 5 0 3 2 1 4 \ P R G R E LEGEND V I R Extent of Potentially Exposed Surface Sediment C I A S Navigation Channel S A P R RM10.9 Removal Area E W O RM 10.9 Sediment Deposit Area L \ : V Y No Dredge Zone A D Notes: 1. Orthophoto: NJGIS, 2007 FIGURE 1-2 2. The Extent of Potentially Exposed Surface Sediment was generated from the -2ft (NGVD29) elevation, RM 10.9 Sediment Deposit and Removal Areas ¯ which represents the Mean Low Water for this part of the river. The data source was the July 2011 Bathymetry RM 10.9 Removal Action Final Design Report 0 50 100 200 300 Feet Survey conducted as part of the RM 10.9 Characterization Program (CH2M HILL & AECOM, 2012). Lower Passaic River Study Area, New Jersey CAPPING Material Material Delivery Placement - Bathymetric Surveys - Environmental Management DREDGING STABILIZATION Material Barge Debris Sediment Treatment/ In-Situ Sediment Removal Barge Dewatering Material Offloading Transport Separation (>4”) Stabilization - Bathymetric Surveys - Environmental Management On-Site Water Debris Treated Storage Storage Material Storage Off-Site Water Debris Treated Treatment/Discharge Loading Material Loading - Sampling & Analysis - Environmental Management Final Disposition Final Disposition Debris Treated Material Outer Boundaries = Design Package Limits Transportation and Out-of-State Subtitle C Landfill Disposal Figure 1-3 Project Process Flow Diagram RM 10.9 Removal Action Final Design Report Lower Passaic River Study Area, New Jersey WBG061112074310WDC Draft Final Figure 1-3_v7 0 0 0 0 0.12 0.03 0 0.14 0.02 0 0 0.04 0.02 0 0 0 0.02 0.04 0.03 0 0 0 0 M 0.14 L 0 0 0 0 0 0 0.13 0.07 0.07 EGE P 0 0 0 0.14 0.23 N 0 0 0 0 0.16 0.19 0.17 0.14 0.06 D 5 0 0.19 0.18 0.18 0.18 0.18 0.17 0.15 0 0 0 0 0.13 0.3 0.17 5 0 0.02 0.15 0.14 0.07 0 0.28 0.25 0.22 0.17 0.07 0 : 0 0 0 0 0 0.18 0 0 0.16 0.17 1 0 0.25 0.25 0.25 0.25 0.18 0.27 0.27 0.29 0.3 0.31 0.34 0.35 0.39 0.3 0.36 0.33 0.32 0.3 Ext 2 9 0.27 0.32 0.33 0.47 0.31 0.31 en : 0 2 0.38 0.52 0 0.29 0. 0.36 0.34 0.42 0.41 0.43 0.41 0.44 0.41 t of 1 .3 0.41 0.39 0.37 0.37 0.38 0.39 0.47 0.39 0.37 0.35 0.34 0.35 P 0 0.3 0 4 0.48 0.44 0.4 0.4 0.41 0.44 0.49 0.51 0.53 0.48 0.52 oten 3 0 .33 .55 0.5 0.58 0.56 0.52 0.5 0.51 0.53 0.53 0.48 0.5 0.53 0.51 0.44 0.43 0.42 0.41 0.4 6,00 tially 1 0 0 0.6 0.55 0 .33 0.56 7 0.64 0.62 0.52 0.53 0.55 0.5 0.57 0.56 0.56 0 cf Ex 0 6 8 0 .3 0 0.58 0.71 0. 0.58 0.57 0.59 0.57 0.52 0.5 0.49 s D pose 2 0 .61 .73 0.75 0.74 0.72 0.69 0.68 0.68 0.7 0.7 0.68 0.62 0.66 0.48 0.5 ep d / 0 0.28 62 0 0.74 0 0.78 0.76 0.69 0.7 0.72 0.64 0.62 0.62 0.6 Na th A Sur 1 0. 75 0.8 0.72 0.71 0.72 0.58 v ve fa / . 3 0.56 i 0 0.28 0.61 .77 0 .84 0.8 0.82 0.8 0.78 0.78 0.78 0.8 0.8 0.79 0.8 0.82 0.74 0.77 0.75 0.55 gati rage ce S 5 0 5 0 0.83 0.82 0.83 0.82 0.71 0.69 0.68 on d ed 0 0 0.24 0.6 0.78 5 0.8 .85 0.84 0.81 0.82 0.67 0.66 0.66 Ch Vel ime 1 .8 7 0 0.83 a o 0 5 0.33 0.58 0.78 .86 0 .88 0.8 0.85 0.84 0.83 0.83 0.84 0.85 0.85 0.85 0.86 0.88 0.89 0.86 0.84 0.8 0.79 RM nne citie nt K .0 0 0 0.86 0.85 0.89 0.78 0.78 1 l s 0 0 .29 0.58 0.78 0.87 8 0.88 .87 0.86 0.89 0.89 0.91 0.78 0.78 0.9 R 2 0 .8 .8 8 0 0.94 0.92 R 0.1 8 0.61 0 0.86 .88 0 .89 0.8 0.86 0.86 0.85 0.86 0.86 0.88 0.88 0.88 0.9 0.92 0.94 0.94 0.89 0.88 0.87 0.86 em A 0.2 1 .83 .86 9 0 0.89 0 0.87 0.87 0.86 0.94 0.94 0.96 0.86 0.86 R ova L 5 .6 0 0 0.8 8 0.97 M l A 0 0.1 0.3 0 85 0.88 .88 0.89 0.89 0.8 0.85 0.85 0.86 0.86 0.87 0.88 0.89 0.91 0.93 0.95 0.92 0.89 0.87 0.85 10 rea C .6 0. 0 .89 .9 0.85 0.85 0.94 0.94 0.83 0.8 .9 5 0 6 0.9 0.89 0.9 0 0.91 0 0.88 0.87 0.86 0.93 0.94 0.95 Se E 1 34 .8 91 9 0.92 0.88 di .
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