FCSI C209.pdf
PDF 1 MB Posted
- Attached to
- Fisk Chapel Site Improvements
- Solicitation number
- Not on record
- Issued by
- Monmouth County, New Jersey
About this file
This document is a Soil Erosion and Sediment Control (SESC) Plan for the Fisk Chapel Site Improvements project located at 38 Fisk Street in Fair Haven, New Jersey, prepared by The Goldstein Partnership Architects in collaboration with Frank H. Lehr Associates (site and civil engineers). The project involves site improvements including demolition of existing gravel driveways and construction of a new paved parking lot, with a total site disturbance area of 23,956 square feet. The anticipated project timeline is estimated to begin in XXXX 2025 with an estimated completion of 6 months, involving key construction phases such as installing silt fence and inlet filters, demolishing existing site improvements, site grading, constructing a bioretention basin, underground stormwater basin, sitework (sidewalks, curbs, aprons), and parking lot pavement.
The site is located on Block 39, Lot 11 and does not lie within a flood hazard area, as confirmed by FEMA mapping. The project will implement specific soil management and seeding strategies, including topsoil preparation, fertilization, and permanent seeding using a mix of creeping red fescue and rough bluegrass. The site's soil is classified as FrrC - Freehold-Urban Land Complex with 0 to 10 percent slopes. The plan includes detailed specifications for temporary and permanent stabilization, mulching techniques, and a comprehensive sequence of construction that prioritizes soil erosion control and site restoration. The project team includes multiple engineering and consulting firms specializing in site, civil, mechanical, electrical, and structural engineering.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ReferenceDrawingsComplete.pdf | ||
| FCSI C205.pdf | ||
| FCSI C208.pdf | ||
| FCSI C204.pdf | ||
| FCSI E-1.pdf | ||
| FCSI C207.pdf | ||
| FCSI C206.pdf | ||
| FCSI C201.pdf | ||
| FCSI C202.pdf | ||
| FCSI C203.pdf | ||
| FCSI Spec Book - Complete.pdf |
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
E/T/C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
O H
L O
H L
O H
L
4.
7%
W W W W W W
4''W 4''W
4''W 4''W
4''W
4''W
4''W 4''W
4''W
1.5''W 1.5''W
1.5''W 1.5''W
1.5''W
1.5''W 1.5''W
1.5''W
E/T/CE/T/CE/T/CE/T/CE/T/CE/T/C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C
E/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/C
1+37
0+00
1+
0+00
6''W 6''W
6''W 6''W
6''W 6''W
6''W
2''W 2''W
2''W 2''W
2''W 2''W
2''W
2''W
BC:26.10
BC:26.18
BC:23.51
TC:24.01
BC:23.80
TC:24.30
BC:24.57
TC:25.07
BC:25.34
TC:25.84
BC:26.11
TC:26.61
BC:26.88
TC:27.38
BC:27.65
TC:28.15
BC:27.80
BC:28.00
BC:26.66
BC:26.61
TC:27.11
BC:26.32
FF:27.25
TC:26.32
26.41
24.98
26.69
FF:28.25
FF:28.25
FF:28.25
28.19
BC:27.50
TC:28.00
BC:26.64
BC:26.56
28.00 BC:26.80
TC:27.30
BC:22.59
TC:23.09
26.61
BC:26.56
TC:27.06
27.17
27.14
26.7226.75
26.67
26.17
26.10
24.22
BC:25.69
TC:25.83
BC:27.85
BC:27.92
BC:27.73
TC:26.56
28.18
TW:28.18
28.25
27.68
27.76
27.82
27.90
27.38
25.85
TC:26.10
TC:26.18
25.21
25.80
25.89
26.08
26.19
BC:23.75
TC:24.14
BC:24.66
TC:25.01
BC:23.25
TC:23.75
22.72 22.86
28.19
1+70
0+00
1+
22.64
24.08 23.59
23.28 23.23
23.52
23.58
22.57
24.16
BC:27.26
TC:27.76
22.57 23.71
22.51
23.7822.63
22.3722.36
INV=24.25
INV=23.25
BC:24.24
TC:24.61
BC:24.74
TC:25.13
BC:27.99
TC:27.99
28.18
26.28 26.46
27.14
27.43 27.71
28.25
28.25 28.25
28.25 28.25
28.25
TC:28.15
TC:28.23
TC:28.26
TC:28.30
28.18
28.75
27.75
27.45
27.54
BW:27.62
BW:27.60
BW:27.57
BW:28.18
TW:28.18
BC:23.34
TC:23.84
TW:28.20
TW:28.18
BW:27.59
CO
C O
CO
C O
C O
CO
C O
CO
C O
CO
CO
CO
CO
CO
25.08
CO
CO
CO
CO
SM-101
A
RADIO
CL
14 sq ft
VEST.
37 sq ft
EM
G
G
G
G AVEST.
37 sq ft
EM
G
G
G
G A
MEN'S RM.
106 sq ft
CT
G
G
G
G A
WEST
COMMUNITY ROOM
524 sq ft
R
G
G
CW
G SGA
WOMEN'S RM.
106 sq ft
CT
G
G
G
G A
VM-201
FMP-217
AL-203
VM-202
FMP-218
AL-204
LOBBY/VEST.
278 sq ft
EM/LVT
G
G
G
G A
CL.
10 sq ft
VM-206
VM-208FM-212 VM-209
FMP-213
HM-210
FMP-214
STORAGE
105 sq ft
VCT
G
G
G
G A
ELEC.
48 sq ft
TC
G
G
G
G NC
FOLDING
PARTITION
FM-211VMF-215
VMF-216
MECH.
48 sq ft
TC
G
G
G
G NC
CL.
16 sq ft
RECESSED DRINKING
FOUNTAIN & BOTTLE
FILLER (ADA)
RECESSED DRINKING
FOUNTAIN & BOTTLE
FILLER
ACCESSIBLE
WORK SPACE
(NO CABINETS
BELOW)
LADDER
LADDER
LO
C
KA
BL
E W
AL
L
M O
U N
TE
D
EQ
U
IP
C
AB
IN
ET
TR
AS
H
R
EC
YC
LI
N G
BE
LO
W
FD
FD
KITCHEN
105 sq ft
VCT
G
G
G
G A
SINK WITH
CONVERTIBLE
BASE
EAST
COMMUNITY ROOM
524 sq ft
R
G
G
CW
G SGA
JAN. CL.
VM-207
FLAT PANEL
TV MONITOR
AL-205
FLAT PANEL
TV MONITOR
FU
TU
R E
EV
FU
TU
R
E
EV
FU
TU
R E
EV
FU
TU
R
E
EV
FU
TU
R E
EV
FU
TU
R
E
EV
FU
TU
R E
EV
CHAIN LINK FENCE
18"
TREE
8"
TREE
G U
A R
D R
A
IL
G U
A R
D R
A
IL
FP
BLOCK 39
FISK STREET
No. 35
LOT 20.01
X X X X X X X X X X X X X X X
X X
X
X X
X X
X X
X
X X
H
D Y
10"
TREE
16"
TREE
20"
TREE
24"
TREE
18"
TREE
BLOCK 39
FISK STREET
No. 38
LOT 11
BUILDING
EXIST. 1 STORY
2 STY.
EXIST.
BLDG.
6"
TREE
18"
TREE4"
TREE
6" TR
EE
WV
WV
UP
B
T
G R
A V
E L
D R
IV
E
WOODED AREA
WOODED AREA
W O
O D
E D
A R
E A
(40' R.O.W.)
(3 3'
R .O
.W
I.P.
FOUND
.8
.0
\pxqc;N51%%D35'23"E 155.57'
UP JC 58
CONC.
WALK
CONC.
CONC.
C O
N C
W
A L
K
SHED
SHED
RADIO TOWER
24"
STUMP
BITUMINOUS PAVING
10"
TREE
MON.
FOUND
O H
L O
H L
O H
L O
H L
O H
L O
H L
O H
L O
H L
O H
L O
H L
O H
L
O
VE
R H
EA
D
EL
EC
TR
IC
22.90 23.45
26.96 27.05
27.43
27.52
27.57 27.58
27.66
27.83
28.02
27.56
27.18
27.81
28.07
28.10
27.40
27.18
26.65
25.67
25.00
25.51
24.60
26.73
25.92
25.50
24.51
26.96
26.67
27.09
27.20 27.23
26.45
23.24
22.56 22.64 22.96
22.29 23.06
22.49 23.03
22.43
22.5023.01
22.5823.15 22.97
23.54
23.0323.61 23.17
24.35 24.70
24.50 24.26
22.89
23.33 22.60
22.58
23.06 22.7222.38
22.79
22.46 22.61 22.72
22.72 22.77
22.80
23.16
22.93
23.27
23.09
22.41 22.92
22.87
22.46 22.98
23.24
23.28 23.79
23.60 23.98
23.21 23.73
23.62
23.60 23.98
23.96 24.48
24.00 24.43
26.03
25.14
24.98
25.74
25.94
25.93
24.93
25.75
26.29
26.21
25.96
25.62
25.30
26.53
26.69
26.62
25.96
26.54
26.72 26.74
26.30
26.21
25.80
25.63
26.15
25.92 26.27 26.96
27.19
26.97
26.96 26.92
26.98
27.25 27.11
26.8226.80
27.17
27.16
27.10
25.35
25.73
25.22
24.57
24.06
24.28
24.44
24.52
24.56
23.73
23.98
23.59
23.22
23.31
23.71
25.73 25.81
25.44 25.42
25.71 25.90
25.84
25.86
25.34
25.51
25.29
25.22
24.75
24.72
24.60
24.28
23.99
24.60
24.71
22.87
23.48
23.41
22.85
27.56
27.91 27.92
27.53
27.86
27.91
28.00
28.11 28.18
28.12
28.19
28.20
28.42 28.33
28.07
27.45
27.90
27.40
27.30
27.16
27.12
27.4227.45
26.63
26.77
26.52
26.65
26.36
26.62
26.50 27.39
27.11
27.16
27.30
27.21 27.24
27.24
27.15 26.62
26.49
26.35
26.46
27.06 27.02
26.96
26.76
27.09 27.0627.04
27.0727.14
27.07
27.03
26.43
25.86 25.87
25.87 26.05
25.78
25.70
25.63
25.50 25.47
25.00
25.06
25.37
25.24 25.15
25.15
25.04
24.82
24.86 25.00
26.54 26.48
26.29
26.23
26.60
26.59
27.02
27.2327.60
27.61
27.60
27.64
27.2727.49
27.44
28.30 28.29
28.24 27.56
27.1627.54
28.24 28.22
27.54
28.21 28.2527.58
27.68 27.54 27.56
27.44
27.53 27.69
27.67 27.62
27.38
27.48
27.79
27.3827.68
27.80
27.31
27.6627.81 27.91
27.91
22.70 22.87
22.23
22.51
23.04
22.43 22.4522.94
22.95
23.12
25.76
26.12
26.07 26.04
26.04 25.97
26.01
25.49
25.64
25.62
25.32 25.48
25.53
25.52
25.42
26.13 26.28
26.15
26.97 26.96
26.79
26.18
26.57
26.30
26.25
26.31 26.08
26.27
25.73
26.29
26.40
26.22 25.88
22.23 22.62
23.16
24.06
23.6823.71 23.64
22.80
23.72 23.75
23.76
24.27
23.79
23.63
23.50
23.1823.20
23.52
23.19
23.40 23.38
23.43
23.25 23.31 23.28
23.30
23.21
23.26
23.23 22.93
23.25
22.80 23.09
23.18
23.00
22.93
22.95
22.74
22.82
22.85
22.86
22.73
22.65
22.48
22.54
22.5022.65
22.64
24.83
24.96 24.57
24.57
24.49
24.42
24.36
24.35
23.35 23.35
23.24
23.88
25.00
25.01
25.45
24.41
25.36 25.41
25.49
25.53 25.56
25.55
26.26
25.87 26.77
26.13
25.28
25.25
25.2325.69
25.82
25.73 26.23
26.3725.89
UP JC 59
O H
L O
H L
O H
L O
H L
O H
L O
H L
O H
L O
H L
O H
L O
H L
O H
L O
H L
O H
L
8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S
'B ' I
N
LE
T
TC
3.
G
R
2.
IN
V
.9
8( A)
IN
V
.7
8( B)
\Q20;(A) \Q20;(B)
\Q20;(A) \Q20;(B)
'B' INLET
TC 22.96
GR 22.29
FILLED W/
DEBRIS
SAN MH
RIM 22.87
INV 15.85(A)
INV 16.32(B)
SAN MH
RIM 23.38
'B' INLET
TC 22.98
GR 22.46
'B' INLET
TC 23.73
GR 23.21
'B' INLET
TC 22.45
GR 21.81
'B' INLET
TC 23.79
GR 23.28
'B' INLET
TC 26.23
GR 25.73
'B' INLET
TC 26.16
GR 25.63
{\C256;CO}
{\C256;CO}
\W1.4300;CO
{\W1.5;\C256;FISK STREET}
{\W1.
4;\C2
56;MA
PLE A
VENU
E}
CONSTRUCT
HMA SIDEWALK
MATCH
EXISTING GRADES
4'
FU
TU
R E
EV
5'
5'
3.9
12 13 14 15 16 17 18 19 20 21 22 23 24 25
293031
5.9'
LIMIT OF DISTURBANCE
23,956 SF
STABILIZED CONSTRUCTION ENTRANCE
PROPOSED INLET FILTER (TYP.)
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
W W
W W
W W
W W
W W
W W
W W
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
STEP
58 LF 12" HDPE@
0.50%
45 LF 12" HDPE@ 0.44%
11 LF 12" HDPE@ 0.50%
FLUSH CURB
STRUCTURE - (8)
T/G:23.85
INV IN: 22.25 12" HDPE
STRUCTURE - (9)
T/G:25.63
INV IN: 22.54 12" HDPE
INV OUT:22.54 12" HDPE
STRUCTURE - (11)
T/G:25.45
INV OUT:23.60 12" HDPE
STRUCTURE - (14)
T/G:24.16
INV OUT:22.30 12" HDPE
OUTLET- (16)
T/G:23.50
INV OUT:20.46 12" HDPE
TRENCH DRAIN
TG=24.16
INV=22.30
TRENCH DRAIN
TG=25.45 TO 25.70
(MATCH PAVEMENT SLOPE)
INV=23.60
57' 12" DIP@ 0.52%
STRUCTURE - (16) (1) (1)
T/G:22.88
INV IN: 20.05 12"
STRUCTURE - (16) (1)
T/G:22.67
INV IN: 20.35 12" RCP
INV OUT:20.35 12"
STRUCTURE - (18)
T/G:24.20
INV IN: 20.40 12" HDPE
INV IN: 22.10 12" HDPE
INV OUT:20.40 12" RCP
11 LF 12" RCP@ 0.50%
PROPOSED
BIO RETENTION
BASIN
ELEV. 21.50
INV. 23.47±
VERIFY IN FIELD
INV. 22.31±
INV.out 22.31± (12" RCP)
VERIFY IN FIELD
INV. 18.21± (12" RCP)
INV.out 18.21 (21" RCP)
(VERIFY IN FIELD)
INV. 21.12±
VERIFY IN FIELD
BC:27.60 BC:27.39
BC:27.42
BC:27.69
BC:26.10
BC:25.84
BC:25.70
BC:25.60 BC:25.41
BC:25.07BC:25.35
BC:25.41
BC:25.67
BC:26.30
BC:26.40
BC:25.75BC:25.89
BC:25.50BC:25.38
BC:25.28
BC:24.90
BC:25.52
BC:25.79
BC:26.69
BC:23.85
BC:24.75
BC:24.60
BC:23.95
BC:23.31BC:23.33
BC:23.27 BC:23.31
BC:22.75BC:22.78
TC:28.10
TC:25.25
BC:27.44
BC:27.40
TC:27.72
TC:24.45
TC:26.00
TC:27.19 BC:25.24
BC:25.34
22.00
28.15
28.10
28.18
28.18 28.17
27.54 27.45
27.51 27.42
TC:27.75
27.84
27.81 28.18
28.18
TC:26.25
TC:26.53
INV=16.38
8"
.0
(P
E R
D E
S
IG
N
REGRADE ALONG
BUILDING TO DRAIN
REGRADE TO DRAIN
REGRADE ALONG
BUILDING TO DRAIN
88 LF 12" HDPE@ 0.84%
64 LF 12" HDPE@ 0.50%
STRUCTURE - (11) (1)
T/G:26.39
INV IN: 22.86 12" HDPE
INV OUT:22.86 12" HDPE
24.47
GEO-MEMBRANE
5'
4'
RIPRAP OUTLET
PROTECTION
D50=6", T=18"
SHEET OF
TH
E
G O
LD
ST
EI
N
P A
R
TN
ER
SH
IP
AR
C H
IT
EC
TS
VA
LL
EY
S
TR
EE
T, S U
IT
E
0, M
AP
LE
W
O O
D , N
J
O
FC
: 9
-7
-4
DRAWING NUMBER
THIS DRAWING IS
INCOMPLETE UNLESS
CONTRACT DOCUMENTS.
USED WITH ALL OTHER
C O
PY
R
IG
H
T
B
Y
TH
E G
O
LD
ST
EI
N P
AR
TN
ER
SH
IP
AL
L
R
IG
H
TS
R
ES
ER
VE
D
D
ES
IG
N
ED
: r ja C
KD
: R
JA
SC
AL
E:
A S
N O
TE
D
D
AT
E:
2/
/2
W W
W .G
O
LD
ST
EI
N -A
R C
H
IT
EC
TS
.C O
M
FI
SK
C H
A
PE
L
SI
TE
IM
PR
O
VE
M
EN
TS
B O
R O
U G
H O
F
FA
IR
H
A
VE
N
FR
A N
K H
. L
EH
R A
SS
O
C
IA
TE
S
SI
TE
C
IV
IL
E
N G
IN
EE
R S
SO
U
TH
H
AR
R
IS
O
N S
T.
E
AS
T
O R
AN
G
E, N
J
T:
(9
) 6
-2
F:
(9
) 6
-6
O M
D
EX
, I N
C
M
EC
H
AN
IC
AL
E
LE
C
TR
IC
AL
E
N G
IN
EE
R S
C
R O
SS
A
VE
. M
ID
LA
N D
P
AR
K, N
J
T:
(2
) 4
-0
F
1)
-0
A
LL
A N
K
LE
IN
, P
E .
ST
R U
C
TU
R
AL
E N
G
IN
EE
R
S
R
O U
TE
W
ES
T, M O
U N
TA
IN
SI
D
E, N
J
O
FC
: 9
-2
-8
LO
R
IN
G
C O
N
SU
LT
IN
G E
N G
IN
EE
R S
TE
C H
N O
LO
G
Y C
O N
SU
LT
AN
TS
AL
EX
AN
D
ER
P
AR
K, S U
IT
E
0, P R
IN
C
ET
O
N , N
J
T:
(6
) 7
-6
F:
(6
) 7
-6
RI
CH
AR
D
J.
A
DE
LS
O
HN
, P E, P P, C M
E
F
IS
K
ST
R
EE
T
BL
O C
K
L
O T
FA
IR
H
AV
EN
, N J
N
J
PR
O
FE
SS
IO
N
AL
E N
G
IN
EE
R
N J
LI
C
EN
SE
N O
. G E3
FH
LA
P R
O J
N O
. 9
6.
c
9.
dw g rja
3/
/2
8:
P
M
PR
O
PO
SE
D
PA
R
KI
N G
L O
T
SE
/S C
P
LA
N
Scale: 1"=10' SOIL EROSION AND SEDIMENT CONTROL PLAN1 Feet
20100 5
{SOIL EROSION AND SEDIMENT CONTROL
SEEDING
1. SUB-SOIL PREPARATION: Immediately prior to seeding and topsoil application, the surface should be scarified to a depth of 6" to 12" where there has been soil compaction (e.g. areas of heavy construction traffic). This practice is to be applied to all compacted areas where there is no danger to underground utilities (cables, irrigation systems, etc.).
2. TOPSOILING: Areas to be seeded should have a minimum of 5" of friable, loamy, topsoil free of objectionable weeds, stones and debris.
3. FINAL GRADING: Grading is to be smooth of ruts and free of objectionable stones, depressions, vehicle tracks, and rough edges. There is to be positive drainage away from all buildings and dwellings. Refuse from seedbed preparation (roots, sticks, stones, construction debris) must be disposed of properly.
4. FERTILIZING: Apply fertilizer to soil test recommendations or as follows:
A. Starter fertilizer, specified as 10-10-10, is to be applied at 500 lbs. per acre.
B. Fertilizer is to be worked into the soil to a depth of 4 inches.
TEMPORARY STABILIZATION WITH MULCH ONLY
Straw mulch (hay mulch may be substituted if approved by the District) is to be spread uniformly at the rate of 1-1/2 to 2 tons per acre (total ground surface coverage). This practice is limited to periods when vegetative cover cannot be established due to the season or other conditions. Mulch must be anchored in accordance with New Jersey Standards for Soil Erosion and Sediment Control.
Mulch alone can only be used for short periods and will require maintenance and renewal. Other mulch materials may be utilized if approved by the District
TEMPORARY SEEDING
Temporary seeding is to be used on all disturbed areas where permanent stabilization will not be accomplished for a period of up to 6 months.
Product dates Seeding Rate Recommended
Optimum
Perennial ryegrass 100 lbs. per acre 3/15 - 6/1 & 8/1 - 9/15
Winter Cereal Rye 112 lbs. per acre 8/1 - 11/1
PERMANENT SEEDING AND MULCHING:
-Topsoil - uniform application to a depth of 5" (unsettled).
-Fertilizer - 11 lbs./1,000 sf, 10-10-10 or equivalent worked into the soil a minimum of 4".
-Seed - Strong creeping red fescue 130 lbs./acre (3 lbs./1,000 sf); Rough Bluegrass 90 lbs./acre (2 lbs./1,000 sf); or other approved seeds; plant between March 15 and October 1.
-Mulch - straw or hay at a rate of 70 to 90 lbs./1,000 sf to be applied according to
{SEQUENCE OF CONSTRUCTION
}Anticipated beginning of project - XXXX, 2025. Estimated Completion 6 months.
1. NOTIFY SOIL CONSERVATION DISTRICT 72 HOURS BEFORE
PROCEEDING.
2. STRIP AREA FOR TRACKING BED AND CONSTRUCT TRACKING BED (2
DAYS)
3. INSTALL SILT FENCE AND INLET FILTERS (1 WEEK)
4. DEMOLISH EXISTING PAVEMENT AND SITE IMPROVEMENTS (1 WEEK)
5. BEGIN SITE GRADING (1 WEEK)
6. CONSTRUCT BIORETENTION BASIN (1 MONTHS)
7. CONSTRUCT UNDERGROUND STORMWATER BASIN (1 MONTH)
8. CONSTRUCT SITEWORK (SIDEWALK, CURBS, APRONS, ETC) (1 MONTH)
9. CONSTRUCT PARKING LOT PAVEMENT (2 WEEKS){
}10. REMOVE SESC MEASURES
{SOIL COMPACTION EXEMPTION:
}IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND
SEDIMENT CONTROL IN NEW JERSEY, 7TH EDITION, REVISED JULY 2017,
THE PROPOSED DEVELOPMENT IS EXEMPT FROM SOIL COMPACTION
MITIGATION, DUE TO THE STANDARD FOR LAND GRADING, SOIL
MANAGEMENT AND PREPARATION NOTES #1, #2, AND #10.
{NOTE:
}- THE SITE DOES NOT LIE IN A FLOOD HAZARD AREA AS ESTABLISHED BY
FEMA MAP 34025C0181G DATED JUNE 15, 2022.
{NRCS SOIL SURVEY:
}- FrrC - FREEHOLD-URBAN LAND COMPLEX, 0 TO 10 PERCENT SLOPES
C209 http://WWW.GOLDSTEIN-ARCHITECTS.COM
| 9046 C209 |
| D Size |
File details come from the government source that posted it. Updated .