20171366 Ver 1_Wetland Impact Maps_20171214

STREAM AND WETLAND
for
IMPACTS
MURRAYVILLE CROSSING
SURVEYOR:
ESP ASSOCIATES, P.A.
211 RACINE DRIVE
WILMINGTON, NC 28402
[phone]
New Hanover County, North Carolina
NORTH
CI
L NOT TO SCALE
OWNER:
D.R. HORTON, INC.
1121 MILITARY CUTOFF ROAD
SUITE C-322
WILMINGTON, NC 28405
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License No:
P.C.Box 1172 P-0369 Phone [phone]
Wilmington, NC 28402 www.cideng.com Fax [phone]
FINDEX
CONTENTS
IMPACT 'A'
WET —02
IMPACT 'B'
WET —03
IMPACT 'C'
WET — 04
SITE EXHIBITS
ISSUED FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION

\J
m
�R�
47 0
r rCENTERLIIVE
/ OF STREAM
Z I I
NEW FEM '
FLOODWAY
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SCALE 1"=80' WHEN PRINTED ON 36" X 24"
80 40 0 60 160
BAR SCALE 1"=80'
O \\ �;� Y I Impact Area
1
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PD 1893 \ \ 3
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NOWONF�6�r
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Section 404 Wetland Impact Summary
Temp Wetland Impact Perm Wetland Impact Temp Stream Impact Perm Stream Impact
2578 SF/0.06 AC 1187 SF/0.03AC 0 0
0 440 SF/0.01 AC 0 23 LF
1064 SF/0.02 AC 0 45 LF 0
3642 SF/0.08 AC 1227 SF/0.03 AC 45 LF 23 LF
D-
%
♦ \ \, ` / / / \` \ \\ \ �.' \\ OB 505J PG 2163
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73
1
FEMA
\ 11
\ \
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ISSUED FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NORTH
'LEGEND/GENERAL NOTES. 0-01 & G-02
BEFOR® DIG
STROP
N.C.ONE-CALL CENTER
IT'6 THE LAW
DESCRIPTION
0
Coastal Land Design.PLLC
CNI ennin9 / LNNd Mere ,N
Lena Pl
NCBELS F9m,i.— ft
Ba 11172 vn369
W11-9- NC 26102 v.\Yrv. Ue g— F-910.2514
DRANK : R. LEMS PR0'ECT 170-07
DESIGN: d CARMNE HIMBER
CHECK : F. BRAXTON SCALE : 1' - 10'
APPROVED: dL PEIROFF DATE
FRE NAME
MURRAYVILLE CROSSING
NEW HANOVER COUNTY
PRELIMINARY WETLAND
IMPACT INDEX
are N-1 SKEET XUNBER
170-07 WET -IND
A
ET -0
I
1
q
„rbFSTREAME
it
11
i 1
38
-'•'•
�1
,1
'
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r rCENTERLIIVE
/ OF STREAM
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FLOODWAY
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1 i
SCALE 1"=80' WHEN PRINTED ON 36" X 24"
80 40 0 60 160
BAR SCALE 1"=80'
O \\ �;� Y I Impact Area
1
\ 1
• �" 34 `aP ``�\ ` , \\ \``\\`\ O MNOW OW Fpi11EOMr1 ` 1 2
PD 1893 \ \ 3
35 .4t.tal
��g f /
nI,VI OR FORUE11Lr \ /
OFf>EIINA F \✓/
OB 117) Po 1N1
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' \` NOW OR --
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NOW ON Fq .11
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NOWONF�6�r
\ \�.(� \ O YCNLfiIEIi JIAES mC�
Section 404 Wetland Impact Summary
Temp Wetland Impact Perm Wetland Impact Temp Stream Impact Perm Stream Impact
2578 SF/0.06 AC 1187 SF/0.03AC 0 0
0 440 SF/0.01 AC 0 23 LF
1064 SF/0.02 AC 0 45 LF 0
3642 SF/0.08 AC 1227 SF/0.03 AC 45 LF 23 LF
D-
%
♦ \ \, ` / / / \` \ \\ \ �.' \\ OB 505J PG 2163
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%` `�WON \\ OB 3685 Por Q312 \
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NOW aN FaxuBiLr
20 \ WW s�me`9Pc iuoo Eru
\
IEW FOAA I \\
RDODWAY ' \\
I�
\ ' s8
`I — _—
73
1
FEMA
\ 11
\ \
\ y \
ISSUED FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NORTH
'LEGEND/GENERAL NOTES. 0-01 & G-02
BEFOR® DIG
STROP
N.C.ONE-CALL CENTER
IT'6 THE LAW
DESCRIPTION
0
Coastal Land Design.PLLC
CNI ennin9 / LNNd Mere ,N
Lena Pl
NCBELS F9m,i.— ft
Ba 11172 vn369
W11-9- NC 26102 v.\Yrv. Ue g— F-910.2514
DRANK : R. LEMS PR0'ECT 170-07
DESIGN: d CARMNE HIMBER
CHECK : F. BRAXTON SCALE : 1' - 10'
APPROVED: dL PEIROFF DATE
FRE NAME
MURRAYVILLE CROSSING
NEW HANOVER COUNTY
PRELIMINARY WETLAND
IMPACT INDEX
are N-1 SKEET XUNBER
170-07 WET -IND

RETAINING
WALL
o`
.so\3
CONTECH SINGLE RADIU
BOTTOMLESS CULVERT
SPAN: 19'-2"; RISE: 4'-2"
LENGTH: 38'
DESIGN BY OTHERS
RETAINING WAL
2,018 SF
�,� 1,
695 SF
I704 SF
�� \
CENTER LIN F StREAN
\V \�
sS,
"(Q
CENTER LINE OF STREAM
762 SF
/-516 SF
10' TRENCH
TEMP
(TEMP IMPACT)
/1\0'
25
TRENCH ACCESS
PROPOSED TOP OF PAVEMENT- CULVERT
(TEMP IMPACT)
PERM. IMPACT
D
\
` CURB INLET
\
RIM: 23.53(G)
\ FRAME DROP: 3.25"
`\ INVO:19.28
P `
a \
\ swC1-B11 \
STA: 11+28.2-L11.0'
RIM: 23.53(F)
FRAME DROP: 3.25"
INVI:19.12
\ INVO: 18.87
WETLAND IMPACT "A": CUL-DE-SAC ROAD CROSSING
1"=30'
WETLAND IMPACT "A":
V, = 10'
CROSS SECTION A -A
BOTTOMLESS CULVERT WITH HEADWALL
STREAM IMPACT: -0-
WETLAND IMPACT: 2,018 SF (0.046 AC)
BOTTOMLESS CULVERT LENGTH: 38 LF
SPAN: 19'-2", RISE: 4'-2"' (CON/SPAN 0 -SERIES)
ROSS
TEMP
42' WIDTH OF WETLAND
AT PROPOSED ROAD CENTERLINE
CONTECH SINGLE RADIUS
BOTTOMLESS CULVERT
SPAN: 19'-2"
RISE: 4'-2" CURB INLETI-B10
LENGTH: 38' RIM: 23.02(G)
DESIGN BY OTHERS INV IN: 18.61
19.2' WIDTH OF INV OUT: 18.36
25
25
PROPOSED TOP OF PAVEMENT- CULVERT
AC)
ROSS
PERM.
PROPOSED -2" WATERLINEI
PROPOSED 2" WATERLINE
20
SF
(0.061
- I
TREAM WIDTH VARRIES
15
PROPOSED SEWER LINEI
I
10
WETLAND IMPACT "A":
V, = 10'
CROSS SECTION A -A
BOTTOMLESS CULVERT WITH HEADWALL
STREAM IMPACT: -0-
WETLAND IMPACT: 2,018 SF (0.046 AC)
BOTTOMLESS CULVERT LENGTH: 38 LF
SPAN: 19'-2", RISE: 4'-2"' (CON/SPAN 0 -SERIES)
ROSS
TEMP
IMPACT=2,018
25
SF
(0.046
AC)
ROSS
PERM.
IMPACT=2,677
BOTTOMLESS
SF
(0.061
AC)
WL 5'SS
OUTSIDE
ROW
45' PROPOSED RIGHT OF WAY
26' CURB
22' PAVEMENT
9.4'
UTS IDE
OF ROW
25
I
I
BOTTOMLESS
20CONTECH
SPAN: 19 -9 ; RISE: 4'-2"; LENGTH: 38
DESIGN BY 0:114VIRSI
°
15
2" WAIER�INE
PROPOSED
8 SEWER NE
10
WETLAND IMPACT "A": CROSS SECTION B -B
1 " = 10'
NORTH
VICINITY MAP
NOT TO SCALE
ISSUED FOR REVIEW
PURPOSES ONLY
_]
NOT RELEASED FOR
CONSTRUCTION
NOTES:
1. WORK WILL TAKE PLACE DURING
DRY PERIODS. WORK WITHIN THE
STREAMS OR RPW WILL NOT TAKE
PLACE WITHIN 24 HOURS OF A RAIN
EVENT ANTICIPATED TO PRODUCE MORE
THAN 1/2" OF RAINFALL WITHIN A 24
HOUR PERIOD OR AFTER A RAIN
EVENT THAT PRODUCES 1/2" OF
RAINFALL WITHIN A 24 HOUR PERIOD.
DESCRIPTION
ORAMN : R LEMS- 170-07
DESM : J CAIOSNE 11 NUMBER
CHECK : J CARMINE I SCALE • AS NOTED
APPROVED: J PETROFF I DATE : 15 SEPT SM7
,FILE NAME : PAM0\000-00Vft\d wAdwg
MLIRRAYMLLE CROSSING
NEW HANOVER COUNTY, NC
IMPACT MAP
1io=07 1 w-uo

I
I
I �
I
I N
I W'
i
40' R/W OFFSET
i
2' CURB & GUTTERI
(FLATTEN PRIOR TO R/W) I I I
5' SIDEWALK-,�'
IIII1
BOUNDARY II
R/W
(12"V -
I �1
AL-- -- -- �
i
ir?-fi—
I XISTING ROA 8' PROPOSED DRIVEWAY (EXISTING ROAD TO R/W 0' R/W OFFSET ` I � � 2" SF 9.5A (OR 9.513) ASPHALT COURSE
II 1 5" B25.OB BINDER COURSE
LrH
IIS I o 0 0 0 0 0
II I I 35 npg_ 35 8" ABC STONE BASE
o
COMPACTED S U B G R A D E, AS REQUIRED
co 30 GONTER
7 30
�I + PROPOSED 8" WATERLINE RI RAP \ \\ \\\\\ \
3' SII 1
�I PROPOSED WATERLINE CONNECTION 25 25 TURNLANE AND MURRAYVILLE ROAD ROW PAVEMENT SECTION
1I EXISTING 12" WATERLINE NOT TO SCALE
100 INVOL�255"OCMP ®0.50 PROPOSED DRIVEWAY CENTERLINE CROSS-SECTION (B -B)
CL�4SS-A RRA �F" rnNrPFTF
SCALE = 1:10
n_
A
32 LF 15" CMP WITH
— FUNNEL & TWO ELBOWS
INVO: 25.00
�c ssF¢
RAIL (REL9-Cg TED)
-�,B' NEW TURN LANE
B VG E
PROPOSED DRIVEWAY
SCALE 1:30
10
SITE DISTANCE & CLEARING LIMIT
SCALE 1:100
EXISTING 30" CULVERT
@ 0.48%
NEW CHANNEL OFFSET 4' FROM TURNLANE EDGE
BEGIN REMOVAL OF
EXISTING CHANNEL
GUARDRAIL
INSTALL THREE 30' LONG -
18" DIAMETER WADDLES AT
10 SEPARATION UPSTREAM
°J OF THE NEW PIPE OUTLETS
PRO JUNCTION BOX
RIM: 32.0
INVI: 20.99 (24",NE)
INVO: 20.89 (24",S)
2_5 Lr Ur 5U NUF �C_) U.467o
WITH 30" FES INV: 20.50
25' LF 24" RCP @ 1.56%
WITH 24" FES INV: 20.50
PROPOSED DRIVEWAY CULVERT CROSS-SECTION (A -A)
SCALE = 1:10
a_
X
w w MURRAYVILLE ROAD
26' EXISTING ROADWAY
EXISTING SUPE ON VARIES (7.9%-8.,37
i
MURRAYVILLE ROAD TURNLANE CROSS-SECTION
NOT TO SCALE
0
/ EXISTING 24" CULVERT
@ 1.56%
.A
W=CHANNEL
D=24"
PROPOSED DRIVEWAY & TURNLANE
SCALE 1:20
a_
X
LL] LL]
PROPOSED
12' TURN LANE
MAINTAIN SUPERELEVATION
\\i\\
rTl
j�\�'�\\RNLANE
CROSS—SECTION
3:n
wo
z Li
PAVED SHOULDER CHANNEL DETAIL
NOT TO SCALE
5'
GRASS
1/2"/FT
MIN
—REPLACE SAME SHOULDER SECTION AS EXISTING: OFFSET FROM NEW EOP
20' SHOULDER SECTION
36"
CHNILNCDOT GUARDRAIL
862.01 THRU 862.04
1 /2 "/FT M I N
REPLACE EXISTING
SHOULDER
CHANNEL
EXISTING 15"
BYWAY CULVERT
T RELOCATED
�OPOSED
" DRIVEWAY12��^c12"w)(72..µ
-_r,QLVERT
X12
/320' TO
OD
(SR 216O P _
MuRRA Y�) d R/W
SSR 132 I LLE R�.
2)
\//(SgMF' To GR
wI—
Uj
1", SF9.5A SURFACE LLJ
OVERLAY a o
N o 2" SF9.5A
wo 0
--------------- ! i
EXISTING
EXISTING BASE
PAVEMENT 5" 625.06 COMPACTED
8" ABC STONE SUBGRADE
DRIVEWAY PAVEMENT TIE-IN
NOT TO SCALE
IIIIIIIIIIII�IIII Illlillllllllllll
JI) Ili,
,'II�IiO Dllull,
20 10 0 20 40
-00�7 1 mr
ISSUED FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
(_LEGEND/GENERAL NOTES: G-01 & G-02
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW
REV' DESCRIPTION REV.BY
DATE
REVISIONS
CAA
O4FESS/p��q
SEAL
033196
10 6h111
017
OWNER:
D.R. HORTON, INC.
1121 MILITARY CUTOFF ROAD
SUITE C-322
WILMINGTON, NC 28405
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License No:
P.O.Box1172 P-0369 Phone: [phone]
Wilmington, NC 28402 www.cldeng.com Fax: [phone]
DRAWN
R.
LEWIS
PROJECT
170-07
NUMBER
DESIGN J. CARMINE
CHECK
F.
BRAXTON
SCALE AS NOTED
APPROVED :
J.
PETROFF
DATE 10 OCT 2017
FII F NAME
MURRAYVILLE FARMS
1608 MURRAYVILLE ROAD
PROPOSED DRIVEWAY ACCESS
PLAN
JOB NUMBER SHEET NUMBER
170-07 DW -01

6 A, _ -
0 SANE �
PPVED ROPPROPOSED
EX\STING �`�o
---?1-1-7
E�E DITC ----------------
°J opo- EeN--
_------ /
PRO JUNCTION BOX NORTH
INSTALL THREE 30 LONG 18 \ RIM: 32.0
DIAMETER WADDLES AT 10' �� o` INVI: 20.99 (24",NE)
SEPARATION UPSTREAM OF o.. INVO: 20.89 (24",S)
THE NEW PIPE OUTLETS so,
25' LF 24" RCP © 1.56%
PRO JUNCTION BOX WITH 24" FES JNV; -2075Tw)
RIM: 32.0 O $)
INVI: 20.72 (30",NW) om q/ �1ti
INVO: 20.62 (30",S) l
25 LF OF 30" RCP @ 0.48% i
WITH 30" FES INV: 20.5
440 - /- ,�� TEMPORARY
WETLAND SEDIMENT TR
112 CLASS -B
IMPACT `12v+1 H: 20'
WIDTH: CHANNEL
DEPTH: 18"
O �
112�i LIMIT OF PRO OSED 2/3 LII/ S TIE A M�
/ STREAMIMPA�T
IMPACT
WETLAND IMPACT "B" rA
1 " = 20' T -o
1' CHANNEL
35
30
25
20
WIDTH: CHANNEL
DEPTH: 18"
WETLAND IMPACT "B": CROSS SECTION B—B
1 " = 10'
TURNLANE REQUIRED:
NCDOT REQUIRES A TURNLANE
ACCESS FOR THIS DEVELOPMENT.
THE SLOPE OF THE EXISTING
EMBANKMENT IS BEING MAINTAINED
AND SHIFTED PER NCDOT REQUEST.
•
I'
-LIMIT OF PROPOSED
�� : • . �_
- f Z..l ........�5
WETLAND IMPACT "B": CROSS SECTION A—A
1"=10'
NORTH
LEGEND:
VICINITY MAP
NOT TO SCALE
ISSUED FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NOTES:
1. WORK WILL TAKE PLACE DURING
DRY PERIODS. WORK WITHIN THE
STREAMS OR RPW WILL NOT TAKE
PLACE WITHIN 24 HOURS OF A RAIN
EVENT ANTICIPATED TO PRODUCE MORE
THAN 1/2. OF RAINFALL WITHIN A 24
HOUR PERIOD OR AFTER A RAIN
EVENT THAT PRODUCES 1/2. OF
RAINFALL WITHIN A 24 HOUR PERIOD.
DESCRIPTION
I�
ptAMN : R LEMS- 170-07
DESIGN : J CARImE NI111SFR
OHM J CAR NM I SCNE • AS NOTED
APPROM : J PEfROPF I DATE : 15 SEPT 2G7
fRE NNE : P\DOD�OOo-DO�d.R��.V>�..d.D
MURRAYMLLE CROSSING
NEW HANOVER COUNTY, NC
IMPACT MAP
170-07 WET -02

NORTH
1,064 S\TEMP
WETLAND IMPACT -
45 LF
TEMPORARY
STREAM IMPACT-
\
\ \ 60 LF 8" TC53
\ DIP @ 0.45%
\ 00
\� \ 8 "SS
\
�ss�`JQO
\\�O VSs
` EXISTINVG MANH01
a►.
WETLAND IMPACT "C": NORTHERN SEWER EXTENTION
1"=20'
25
20
15
10
EASEMENT
WETLAND IMPACT "C": CROSS SECTION A -A
1"=10'
NORTH
VICINITY MAP
NOT TO SCALE
ISSUED FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NOTES:
1. WORK WILL TAKE PLACE DURING
DRY PERIODS. WORK WITHIN THE
STREAMS OR RPW WILL NOT TAKE
PLACE WITHIN 24 HOURS OF A RAIN
EVENT ANTICIPATED TO PRODUCE MORE
THAN 1/2" OF RAINFALL WITHIN A 24
HOUR PERIOD OR AFTER A RAIN
EVENT THAT PRODUCES 1/2" OF
RAINFALL WITHIN A 24 HOUR PERIOD.
DESCRIPTION
REVISIONS
ORAMN : R LEMS -170-07
DEEM : J CARNBE NUMBER
CIEC IC : J CARNBE SCALE • ASNOTED
APPROVED : J PETROFF I DATE : IB SEPT 2187
,FILE NAME : PAM0W00-WO ft\dpnovd�0
MIJRRAYMLLE CROSSING
NEW HANOVER COUNTY, NC
IMPACT MAP
170-07 WET -03

1
I
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
_ _ J
AM
� � IW RD
\50' BUFFER UPLAND
�— PER SW PER SW8
LOT 23.50 —'_-- »os-�,
FFE 24.00 LOT 24.25
FF .75
I I
BLDG PAD BL ;17A D
(50x60) (50x53)
e r DOLIB'LE'R©W, SILF FENCE'FOR
`LO`fS, 34-37 DUE 'TO CLOSE,
"PROXIMITY OF OROP©SED,BI DG
k PAD, TQ WEIYLANDI
kc
�I e WETLANDS
I 1 -
-�— ,r LOT 23.50
I FFE 24.00
I
0
BLDG PAD
I
I
(50x62)
I I
1` 1
\
\\
LOT 24.00
FFE 24.50
BLDG PAD
(50x65)
LOT 24.50
FFE 25.00
�s
BLDG PAD
(50x65)
-----------r--------------
it \
I \\
LOT 25.50
FFE 26.00 `\
\
BLDG PAD
(50x65)
------ 7�
LOT DETAIL — LOTS 34-37 & 44-45
1 " = 40'
SILT FENCE WETLAND
UPLAND RETAINING WALL
RETAINING WALL DETAIL — TYPICAL, LOTS 44-46
1"=20'
L�yJ J ~
�i N w
2' (MIN) I VARIES
RETAINING WALL AGAINST WETLAND DETAIL
NOT TO SCALE
ISSUED FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NOTES:
1. WORK WILL TAKE PLACE DURING
DRY PERIODS. WORK WITHIN THE
STREAMS OR RPW WILL NOT TAKE
PLACE WITHIN 24 HOURS OF A RAIN
EVENT ANTICIPATED TO PRODUCE MORE
THAN 1/2" OF RAINFALL WITHIN A 24
HOUR PERIOD OR AFTER A RAIN
EVENT THAT PRODUCES 1/2" OF
RAINFALL WITHIN A 24 HOUR PERIOD.
DESCRIPnON
0
MANN : R 17D -W
DE701 : J CAMOrE NUIEIt
C M : J CARKM I Ed4E : AS NDNa
APPRo�4D : J PEIRDPP I DAIE : 15 WT =7
ifE NATE
MLNMYMLLE CROSONG
NEW HANOMR COUNTY. NC
IMPACT �
�717-0--07�o� V& --r--04)

NORTH
LEGI MD.
F//
VICINITY MAP
NOT TO SCALE
ISSUED FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NOTES:
1. WORK WILL TAKE PLACE DURING
DRY PERIODS. WORK WITHIN THE
STREAMS OR RPW WILL NOT TAKE
PLACE WITHIN 24 HOURS OF A RAIN
EVENT ANTICIPATED TO PRODUCE MORE
THAN 1/2" OF RAINFALL WITHIN A 24
HOUR PERIOD OR AFTER A RAIN
EVENT THAT PRODUCES 1/2" OF
RAINFALL WITHIN A 24 HOUR PERIOD.
DESCRIPTION
C
ORANN : R 170-07
DESNAl : J CARIOIE INDIER
CHECK : J CAMM I SCALE : AS NUTEO
APPROVED: J PETROFF I DATE : 14 SEPT =7
TEE NAME: PN000k000-Wlft%dW,,,ft
MURRAYMLLE CROSSING
NEW HANOMR COUNTY, NC
IMPACT MAP
SITE EXHMM
! RIIta:
Ii0-0� V& --r--04
°07
_
DOBLE'ROW, SI -T FE CE 'FOR
k
tOL
' '`CLOSE PR,0XIMI'�Y'OF RRQPQSED
EAM
k BLDQ PAD TO WELT k
k k >r �� — _
k k
e WETLANDk
k k k i k k
k
k
k I i
2 3.2 5
2 3.7 5
/=
I 50' BUFFERR PE
ERMIi-
— SW8 17081 /1 —
LOT 23.50
i -
UP ND
LOT 23.50
%�
I
LOT 24.00
I UPLAND
LOT 24.50
i
I I L 0 T 2 5.5 0
LOT 25.00 FFE: 26.00 ,
FFE 24.00 �/
/ ,% FFE 24.00
FFE 24.50
FFE 25.00
FFE 25.50�Dp
t� QST
/
PAD
BLDG PAD ;
/
/ / BLDG PAD
BLDG PAD
BLDG PAD
BLDG P
BLDG PAD (VAR
x70
I
(50x58)
/ ; (50x60)
(50x60)
(50x60)
(50x60) /
—
— —
i
-----------
— — — — — —
—
Op
T�
LOT DETAIL - LOTS 34-37
& 44-45
A
1" = 40'
WET -04
NORTH
LEGI MD.
F//
VICINITY MAP
NOT TO SCALE
ISSUED FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NOTES:
1. WORK WILL TAKE PLACE DURING
DRY PERIODS. WORK WITHIN THE
STREAMS OR RPW WILL NOT TAKE
PLACE WITHIN 24 HOURS OF A RAIN
EVENT ANTICIPATED TO PRODUCE MORE
THAN 1/2" OF RAINFALL WITHIN A 24
HOUR PERIOD OR AFTER A RAIN
EVENT THAT PRODUCES 1/2" OF
RAINFALL WITHIN A 24 HOUR PERIOD.
DESCRIPTION
C
ORANN : R 170-07
DESNAl : J CARIOIE INDIER
CHECK : J CAMM I SCALE : AS NUTEO
APPROVED: J PETROFF I DATE : 14 SEPT =7
TEE NAME: PN000k000-Wlft%dW,,,ft
MURRAYMLLE CROSSING
NEW HANOMR COUNTY, NC
IMPACT MAP
SITE EXHMM
! RIIta:
Ii0-0� V& --r--04