20240239 Ver 1_More Info Received_20240507

TERRAIN
o ENVIRONMENTAL
CONSULTING
April 29, 2024
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Attention: Mr. David Moose
Subject: Regulatory Site Meeting
SAW-2022-01450
Forrest Run
1295 Village Point Road
Shallotte, NC
Dear Mr. Moose:
Findings and Additional Information
Terrain Environmental Consulting, PLLC (Terrain) conducted a site meeting with Mr.
Michael Meilinger with North Carolina Division of Water Resources on April 24, 2024
for the purpose of reviewing two channels that were in question as to if they are
streams or jurisdictional ditches (D2 and D4). Mr. Meilinger moved the stream/ditch
transition point upstream in both features. This resulted in the roadway crossing at
Impact #6 becoming a stream impact. The roadway crossing at Impact #5 remains a
jurisdictional ditch impact. No other changes resulted from the field meeting. Please
find below a revised impact table. Revised Appendix 2 forms, a revised impact plan,
and a revised Figure 6 — Waters of the US have been attached which reflect these
changes.
REVISED IMPACT TABLE
The revised impacts to jurisdictional Waters of the US are shown below in Table 1.
TABLE 1 — REVISED
WETLAND IMPACTS
Impact Area
Impact
Type
Resource
Type
Purpose
Impact Amount
Impact 1
Permanent
Wetland — NR'
Roadway fill
0.367 ac
Impact 2
Permanent
Wetland — R2
Roadway fill
0.035 ac
Impact 3
Permanent
Wetland — R
Roadway fill
0.066 ac
Impact 4
Permanent
Stream
Roadway culvert
0.011 ac 80 If
Impact 5
Permanent
Ditch
Roadway culvert
0.006 ac
Impact 6
Permanent
Stream
Roadway culvert
0.011 ac (116 If)
Impact 7
Permanent
Wetland
Roadway fill
0.002 ac
Impact 8
Temporary
Wetland
Utility installation
0.028 ac
Impact 9
Temporary
Wetland
Utility installation
0.001 ac
Impact 10
Temporary
Wetland
Utility installation
0.001 ac
Impact Totals
Permanent
0.496 ac
Temporary
0.03 ac
Notes:'NR = Non -riparian wetland 2R = Riparian wetland

Terrain Environmental Consulting Project 23-041-WS April 29, 2024
Forrest Run SAW-2022-0145
CLOSING
If you have any questions or require additional information, please do not hesitate to
contact me.
Sincerely,
Paul Masten, LSS, PWS
President/Owner
Attachments
Figure 6 — Waters of the US (revised to reflect changes from April 24, 2024 DWR site meeting)
PJD Appendix 2 forms (revised to reflect April 24, 2024 DWR site meeting)
Wetland Impact Exhibits prepared by Stroud Engineering
2

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Legend F WATERS OF THE US N
TERRAIN
❑ Project Boundary — Jurisdictional Ditch Forrest Run Figure 6
ENVIRONMENTAL 1295 Village Point Road
CONSULTING Wetland + Data Points Shallote, NC Feet April 2024
0 100 200
Stream Source: USGS Topographic Map, Rockingham County, NC, 2018

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Paul Masten - Terrain Environmental
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: SAW-2022-01 450
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Brunswick City: Shallotte
Center coordinates of site (lat/long in degree decimal format):
Lat.: 33.932406 Long.:-78.378213
Universal Transverse Mercator:
Name of nearest waterbody: The SWaSh
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑■ Field Determination. Date(s): October9-11,2023, December 22, 2023, and February 14, 2024
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
S 1
33.931125
-78.376677
1993 If
stream
404/401
S2
33.931656
-78.378821
405 If
stream
404/401
S3
33.931645
-78.377727
464 If
stream
404/401
S4
33.931831
-78.378983
346 If
stream
404/401
D 1
33.931692
-78.376585
164 If
d itch
4 04/4 01
D2
33.932136
-78.377688
235 If
d itch
404/401

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Paul Masten - Terrain Environmental
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: SAW-2022-01 450
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Brunswick City: Shallotte
Center coordinates of site (lat/long in degree decimal format):
Lat.: 33.932406 Long.:-78.378213
Universal Transverse Mercator:
Name of nearest waterbody: The SWaSh
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑■ Field Determination. Date(s): October9-11,2023, December 22, 2023, and February 14, 2024
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
D 3
33.932872
-78.377533
71 If
d itch
4 04/4 01
D4
33.932398
-78.37861
445 If
d itch
404/401

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Paul Masten, Terrain Enviornmenta
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: SAW-2022-01450
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Brunswick City: Shallotte
Center coordinates of site (lat/long in degree decimal format):
Lat.: 33.932406 Long.:-78.378213
Universal Transverse Mercator:
Name of nearest waterbody: The SWash
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑■ Field Determination. Date(s): ocl.bc, 9-11, 2023, December 22, 2023, and February 14, 2024
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
W1
33.93153
-78.376735
10.27 ac
wetland
404/401
W2
33.933576
-78.37904
0.06 ac
wetland
404/401
W3
33.931832
-78.375965
0.12 ac
wetland
404/401
W4
33.932198
-78.380253
0.08 ac
wetland
404/401
W5
33.932082
-78.381652
1.19 ac
wetland
404/401

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be"waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
❑� Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figure 1 through 6
❑■ Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑■ U.S. Geological Survey map(s). Cite scale & quad name:
Shallotte 1:24000
❑■ Natural Resources Conservation Service Soil Survey. Citation: Web Soil Survey
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is:
* Photographs: ❑■ Aerial (Name & Date)
or ❑ Other (Name & Date):
.(National Geodetic Vertical Datum of 1929)
NC OneMap 2023
❑ Previous determination (s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

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DATE 1
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711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, NC 28428
[phone]
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L 4
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50.77'
L5
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24,47'
L6
S37°41'00"E
25.27'
L 7
S31 °43'S4 "E
75.24'
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711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, INC 28428
[phone]
SCALE: 1 " = 30'
STROUD ENGINEERING, P.A.
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_FOOST PUN
DAVID L ME wS P E
1295 VILLAGE POINT ROAD
�011202 _........ .... ........
DATE 1
SHALLOTTE, INC 28470
DEVELOPER/OWNER:
1295 VILLAGE POINT ROAD, LLC
711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, INC 28428
[phone]
SCALE: 1 " = 30'
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE SHEET: W2 OF 34
WILMINGTON, NC 28403
[phone] LICENSE # C-0647 WETLAND PROFILE

24.5 �J �J i
IN 21.0
OUT 20.5 %
25
<�
l `
l �
� 1
1
i
I
24 �t � - a 24\25 LF 3 �--
0 t iI - - �� 24
---
-- _ 24:5 GV J, �
--_ � STAINING--������ -
- �iWALL
� -- A
3
p ��`�TOP 25.5 100 LF� �---
TCBC 224 - ° 4 23 -- -
INV 21.3
INV IN (2 ) 21.0
INV OUT 20.5 - £+_ ��24
TCB'C
36
30 15 0 30 60
GRAPHIC SCALE: 1" = 30'
44 FT IMPACT WIDTH - 76 FT IMPACT LENGTH ALONG CENTERLINE
PROPOSED ROADWAY
UPLAND -A I-_-- 1.5' (MAX)
-----___ EX -GRADE FILL __
-------------------- UPLAND
WETLAND i�
-------- ------ ----- UPLAND
WETLAND i�
CROSS SECTION
IIIT
EL=25.6
50 LF EMERGENT'
25 ,OVERFLOW
3' 5' 3
PLAZA WALK SHOUL
2' WALL
EX GRADE AT EDGE
�----------------- EX GRADE- - - OF IMPACTS=23.5
P,4PACT #3 -- WETLAND ROADWAY FILL
PROFILE
IIT
o� FOSS/6
a SEAS -
35677 =
o
'u I I M\0 \\\
DAVID L MOMS P E
�01202`t_...
DATE
RETAINED
WETLAND
FOOEST PUN
1295 VILLAGE POINT ROAD
SHALLOTTE, INC 28470
DEVELOPER/OWNER:
1295 VILLAGE POINT ROAD, LLC
711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, INC 28428
[phone]
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, INC 28403
[phone] LICENSE # C-0647
SCALE: 1 " = 30'
SHEET: W3 OF 34 1
WETLAND PROPILF

-E N-a-\') OF
STREAM
�1
1
EX GRADE AT EDGE
OF IMPACTS=18.2
1� RETAINED
WETLAND
CROSS SECTION
N TS
i ----- 26
MPACT
30 15 0 30 60
GRAPHIC SCALE: 1" = 30'
CIi1
T�BC
24.1
INV IN
(18) 20.6
/+V--+_(36) 19.0
23 24
22 1
--� ��-- ------ 23
�21
IB
19 ----
-� 18 --_
-HE! WALL 2 ,
TgIP -o-
8
I24 22 19�C^�_y� J
3
tIIR .3 � -� -_f�P -�2
6 FT IMPACT WIDTH
------------- EX GRAnF _ AT CROSSING _-- -
48" HP
EX GRADE AT EDGE INVERT AT CENTERLINE —
OF IMPACTS=18.0 OF IMPACTS=16.3
RETAINED --A
WETLAND
STREAM ROADWAY CROSS
EX GRADE
AT CENTERLINE
OF IMPACTS=18.1
PROFILE
NTS
\\\�\\V C A R�0�//��/
o� FOSS/6
.a SEAS -
35677 =
o
480 SF -
LENGTH:
SCALE: 1 " = 30'
1--FOPFST
1295 VILLAGE POINT ROAD
SHALLOTTE, INC 28470
DEVELOPER/OWNER:
1295 VILLAGE POINT ROAD, LLC
711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, INC 28428
[phone]
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, INC 28403
[phone] LICENSE # C-0647
SHEET: W4 OF 34 1
WETLAND PROPILF

EX GRADE AT EDGE
OF IMPACTS=22.5
1� RETAINED
WETLAND
5' 6
SIDEWALK PLAZA
1 �
6,7
27
CI 17
TC-BC23.5 f ;>
INV 20.2 ''--
7- v� /
24 LF
15
25 ____
_2CI 16
TCB—C-23.15
INV 20.0
JB', 1
34 25,E
INV IN 1
— 25 --- 1NV OUT
24
43
I
85 LF IMPACT
EL=24.5
2i
rC�1�5
�- J
i/ z6� JM-PACT
,
/J /
J U
'R IS D
'2%' HEADWALL 3 27.
TOP 25.0 255 F
INV-2a 0
5
TIONAL
AY ERGS
[:�n_
I tTCH,-6 NG
�� 2
1
�u
' 1
06 A C
85 T �I
\ 26
\ 26 CI 42
r ,
3 v TCBC 23.0
v --INV 19.7
f> EADWAk 4 ��. -- 6 _
i TOP 25.0 ' 4 —LF
' INV/40.7 15
S ( 3.0
_2
25
" — TCBC—23.0
INV 19.5
--- E f O F
\4 5
AM
21
30 15 0 30 60 21 `
GRAPHIC SCALE: 1" = 30'
6' 5
PLAZA SIDEWALK
__ ----------
EX_GRAD E
---- -------------------------70_LF 24" HP EX GRADE
UPPER LF_
--------
INV-21.0
LOWER
INV=20.7
CROSS SECTION
N TS
LE TH:
4' WALL
RIPRAP EX GRADE AT EDGE
APRON OF IMPACTS=221
1� RETAINED
WETLAND
i
IL 25
PROPOSED ROADWAY ELEVATION AT CROSSING = 24.5
4 FT IMPACT WIDTH __-----
-------_____ EX -GRADE AT CROSSING __-------
24" HP
INVERT AT CENTERLINE
OF IMPACTS=20.8
EX GRADE
AT CENTERLINE
OF IMPACTS=22.3
PROFILE
1,T,,
MPACT µ5 -- JIJR6DICTIONAL D1TCH ROADWAY CROSSING
o� F�SSI6�
a SEAS -
35677 =
o
_FOOST PUN
DAVID L ME wS P E 1295 VILLAGE POINT ROAD
�011202 _........ .... ........ SHALLOTTE, INC 28470
DATE 1
DEVELOPER/OWNER:
1295 VILLAGE POINT ROAD, LLC
711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, INC 28428
[phone]
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, INC 28403
[phone] LICENSE # C-0647
SCALE: 1 " = 30'
SHEET: W5 OF 34 1
WETLAND PROFILE

EX GRADE AT EDGE
OF IMPACTS-16.0
1� RETAINED
WETLAND
i..
LZND OF
_
6,111
TR`E
25 ' 24 �--����23='_si i'•-_
�1vZ%;�-- -
,
24
PACT 6 25
TEAM
\-,.HEADWALL 5
OP-21.O
I V 15.QROADWAY CROSSING
�
ly� 22.1 � � 20 � 1 ��
464 SE 0.0 AC)
/
RIM 1.7
ENGT - : T���6�--� T
I 22 / I 17.6 ti21
I \
CI 35
TCK 19.7
INV)6.,4
- -
Af 0� 0
20 LF .�
„H
20 , 7
z
-'' �r�i%WA 6 _
J \ \ TOP' 19.0
rn 19 �V 1'4.5 CI,�
�' 19 TCBC 191
INV 16:2�
15)VO lo -A
30 15 0 30 60
GRAPHIC SCALE: 1" = 30'
116 LF IMPACT PROPOSED ROADWAY ELEVATION AT CROSSING = 20.6
5' 6' 6, 5'
SIDEWALK PLAZA SIDEWALK
EL=20.6 PLAZA -�__ _
4 FT IMPACT WIDTH
5' WALL 5' WALL EX GRADE AT CROSSING
--- ------------EX-GRADE RIPRAP EX GRADE AT EDGE
UPPER -------- ---------------------- EX -GRADE APRON OF IMPACTS-15.4 24" HP
----------
INV=15.0 INVERT AT CENTERLINE -------
LOWER o o OF IMPACTS=14.8
INV=14.5 RETAINED EX GRADE
WETLAND AT CENTERLINE
CROSS SECTION OF IMPACTS=15.7
NTS
PROFILE
NTS
�MPACT #6 -- STREAM ROADWAY CROSSING
o� F�SS0/����%
a SEAL -
35677 =
o
_FOOST PUN
DAVID L ME wS P E 1295 VILLAGE POINT ROAD
�011202 _........ .... ........ SHALLOTTE, INC 28470
DATE 1
DEVELOPER/OWNER:
1295 VILLAGE POINT ROAD, LLC
711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, INC 28428
[phone]
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, INC 28403
[phone] LICENSE # C-0647
SCALE: 1 " = 30'
SHEET: W6 OF 34 1
WETLAND PROPILF

\ \ 22
21
20
20
JB 5 i 18 V r _ '� 2117
RIM 18.0� �^ �� 17
----_INV �1/) 14.5
IN� (24) 9 8'-' sr \
( �}
\ CI .7•J i 1 19 20�
\ TG�C15.0
' INV '9�
15' HP v
�T C 1�.0
INV'\4v
MPACT
WETLAND
12 --
-'�JB 4
.-ROADWAY E LL----RIM 12.5
____NV IN 8.5_/
1 VOUT 8�0,-,- \
12 --SF, E
0j
30 15 0 30 60
GRAPHIC SCALE: 1" = 30'
18 FT IMPACT WIDTH
3,
SHOULDER E1=15.0 8 FT IMPACT LENGTH ALONG CENTERLINE
PROPOSED ROADWAY ELEVATION AT CROSSING = 15.0
EX GRADE AT EDGE
OF IMPACTS=14.5 � UPLAND i� �-_ _ _
EX - GRADE J
EX GRADE AT EDGE EX GRADE
3.0 UPLAND i� _ � UPLAND
OF IMPACTS=1�
WETLAND � WETLAND ��
WETLAND
WETLAND ---A
24" HP STORM
INVERT AT CENTERLINE
OF IMPACTS=9.5
CROSS SECTION
N TS
')d" NP
PROFILE
NTS
MPACT yl -- WETLAND ROADWAY FILL
C A R�0�/���/
FOSS/6
SEAS -
.a
_ 35677 =
o
' u I I M\0 \\\
_FOOST PUN
DAVID L ME wS P E
1295 VILLAGE POINT ROAD
�011202 _........ .... ........
DATE 1
SHALLOTTE, INC 28470
DEVELOPER/OWNER:
1295 VILLAGE POINT ROAD, LLC
711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, INC 28428
[phone]
SCALE: 1 " = 30'
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE SHEET: W7 OF 34
WILMINGTON, INC 28403
[phone] LICENSE # C-0647 WETI-A o PROFILE

( i
l
38
36
37
. 38 -
� �� - -
-_---__ 36
37
.93 - vv ` \ 36 36
- 34.71 � o34.96 34
—� 34.11 -------_ 17
_ 33.90
~ 33.6 ---
�� 33 - _ 33.52 0 - - — - �---�
-- - r �`33-1_ ------ 33.30 -- 33
- 1--___ ------ 32 -
1
- x 32 _
I - - 31 -
CD" I \\
30
30 01,
I \ 30 C / 30 �\
O -TEMPORARY
IMPACT #8\\�
x 5 WETLAND
I
O UTILITY NSTALLATION
I
c'II 241 SE (0.028 AC)
I L
I
C � �
EX GRADE AT EDGE
OF IMPACTS=31.2
8" PVC WATER MAIN zvol
INVERT AT CENTERLINE
OF IMPACTS=24.0
35 FT IMPACT WIDTH
6' WIDE x 40' LONG
x 7' DEEP BORE PIT
CROSS SECTION
NTS
MPACT #8
30 15 0 30 60
GRAPHIC SCALE: 1" = 30'
EX GRADE AT EDGE
OF IMPACTS=31.1
38 ET IMPACT LENGTH ALONG WATER MAIN
--------___EX GRADE__
UPLAND �� �-----__
WETLAND ---A
TEMPORARY WETLAND UTILITY
WETLAND i� PERMANENT
IMPACT #1
8 PVC
PROFILE
IJ -1
NSTALLAT0N
AR�0�/���/
F�SS�0�
:Q SEAS -
_ 35677 =
_EOOST PUN
DAVID L 1 ws P E
1295 VILLAGE POINT ROAD
�0ME
1202 _........ .... ........
DATE 1
SHALLOTTE, INC 28470
DEVELOPER/OWNER:
1295 VILLAGE POINT ROAD, LLC
711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, INC 28428
[phone]
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, INC 28403
[phone] LICENSE # C-0647
SCALE: 1 " = 30'
SHEET: W8 OF 34 1
WETLAND PROPILF

EX GRADE AT EDGE
OF IMPACTS=10.2
WETLAND 30" HP STORM
INVERT AT CENTERLINE
OF IMPACTS=8.2
SECTION
,T
TEVPOFIPA-1P;=CT
AR�Y 14 12
IA
#9 13
CTIONAL- - DITCH
UTY INSTALLATtION
;
1,
0 � 9- �1
SE-- 0 001 --A C< 404
- , --- VV E T L AND I
- 45' LF
I-*RGENCY
OVERFLOW
TOP \23.5 I
\1 SILLO1 10.0/<-
30 15 0 30 60
2 FT IMPACT WIDTH ___-----
------------- EX GRADE AT CROSSING __--"--"-
EX GRADE AT EDGE
OF IMPACTS=10.1 UPLAND
UPLAND
WETLAND ---A
TEMPORARY
PROFILE
N TS
a SEAS -
35677 =

44
EX GRADE AT EDGE
OF IMPACTS=12.9
4�
F--c I
-T;9.0
41NV 1 12
I
I
12 FT IMPACT WIDTH
WETLAND i� 24" HP STORM
INVERT AT CENTERLINE
OF IMPACTS-10.1
SECTION
MPACT
13
J
I
30 15 0 30 60
GRAPHIC SCALE: 1" = 30'
EX GRADE AT EDGE
OF IMPACTS=12.8
WETLAND -'A
TEMPORARY
4 FT IMPACT WIDTH - ___----
-------____ EX GRADE AT CROSSING __-------
UPLAND i�
UPLAND
PROFILE
N T-)
NSTALLAT
0�.�1�i�
:Q SECL AS
35677 =
1--FOPFST RUN
1295 VILLAGE POINT ROAD
SHALLOTTE, INC 28470
DEVELOPER/OWNER:
1295 VILLAGE POINT ROAD, LLC
711 CAROLINA BEACH AVENUE NORTH
CAROLINA BEACH, INC 28428
[phone]
STROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, INC 28403
[phone] LICENSE # C-0647
SCALE: 1 " = 30'
SHEET: W/ O OF 34 1
WETLAND PROPILF