SAW-2021-02522--NWP 29 Verification--15 APR 2024

DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT
WILMINGTON REGULATORY OFFICE
69 DARLINGTON AVENUE
WILMINGTON NORTH CAROLINA 28403
April 15, 2024

Regulatory Division
SAW-2021-02522

Sent Via email: [e-mail]

J. Adam Ashbaugh
DRB Group North Carolina, LLC
3000 RDU Center Drive
Suite 202
Morrisville, NC 27560

Dear Mr. Ashbaugh:

This letter is in response to the Pre-Construction Notification (PCN) you submitted to
the Wilmington District, Raleigh on December 14, 2023 and resubmitted on March 15,
2024, for a Department of the Army Nationwide permit (NWP) verification. This project
has been assigned the file number SAW-2021-02522 and is known as Bellerose. This
file number should be referenced in all correspondence concerning this project.

A review of the information provided indicates that the proposed work would include
the permanent discharge of dredged/fill material in 0.099 acre of wetland waters to
facilitate the construction of roadways which would access a single-family residential
development. The project would also involve the temporary impacts of 0.141 acre of
wetland waters and the temporary impact of 79.4 linear feet (0.020 acre) of stream
channel to facilitate the installation of two sewer lines to service the Bellerose
subdivision. The project area for this determination includes a 75.21 acres area which is
illustrated on the enclosed site plans/maps. The project/review area is located in the
Michael Branch watershed (Hydrologic Unit Code: 0303000203), which is within the
Cape Fear River basin; at 1001 Springwood Avenue, at Latitude 36.091170 and
Longitude -79.540220; in Gibsonville, Guilford County, North Carolina.

We have determined that the proposed work is authorized by NWP 29 pursuant to
authorities under Section 404 of the Clean Water Act (33 U.S.C § 1344). The proposed
work must be accomplished in strict accordance with the general permit conditions, any
regional conditions, the special conditions listed in this letter, the application materials,
and the enclosed plans. If the extent of the project area and/or nature of the authorized
impacts to waters are modified, a revised PCN must be submitted to this office for
written approval before work is initiated. Any violation of permit conditions or deviation
from your submitted plans may subject the permittee to enforcement action.

This verification is valid until March 15, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,
you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.

Project Specific Special Conditions:

1. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the
site. On September 14, 2022, the United States Fish and Wildlife Service
(USFWS) published a proposal in the Federal Register to list the tricolored bat as
endangered under the Endangered Species Act (ESA). The permittee
understands and agrees that all work associated with the clearing and removal of
trees and removal or modification of culverts must be completed prior to the
effective date of the final listing of this species in the Federal Register. Work
associated with the aforementioned activities not completed by the time must
cease and the permittee must contact Laura Meyer of the Corps at (919) 634-
1595 or [e-mail] to determine if additional coordination
with the USFWS is required under Section 7 of the ESA prior to continuing work.

Activities subject to Section 404 (as indicated above) may also require an individual
Section 401 Water Quality Certification. You should contact the NC Division of Water
Resources (telephone [phone]) to determine Section 401 requirements.

This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.

If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Laura Meyer, Regulatory Specialist
of the Raleigh at [phone], by mail at the above address, or by email at
[e-mail]. Please take a moment to complete our customer
satisfaction survey located at https://regulatory.ops.usace.army.mil/customer-service-
survey/.

Sincerely,

Laura Meyer
Regulatory Specialist

Enclosures
Cc (w/enclosures)
Rhiannon Graham, Terracon (via [e-mail])
Samantha Wooten, NCDWR (via [e-mail])
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1 OF 5
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE
PROPERTY OF THE ENGINEER. THESE DRAWINGS ARE PROTECTED UNDER
COPYRIGHT LAWS AND MAY NOT BE REPRODUCED IN PART OR IN WHOLE
WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER.
2023 STOLTZFUS ENGINEERING, INC.
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DATE: 12/05/2023
03/13/2024
NOTES:
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY OF RECORD
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY ALLRED LAND SURVEYING.
NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC.
ANNEXATION REQUIRED PRIOR TO CONSTRUCTION PLAN APPROVAL.
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PARCEL DATA:
TOTAL ACREAGE: 73.92 AC. +/-
PIN# 8845120815 (ALAMANCE)
8845021581 (GUILFORD)
DEED REF:
D.B. 8752 PG. 2213 (GUILFORD)
D.B. 8752 PG. 2216 (GUILFORD)
D.B. 4499 PG. 139 (ALAMANCE)
D.B. 4499 PG. 142 (ALAMANCE)
EXISTING ZONING: RM-5
EXISTING USE: VACANT
PROPOSED USE: RESIDENTIAL
SUBDIVISION UNIT INFORMATION:
PHASE 1 DETACHED TOWNHOME UNIT COUNT: 65
PHASE 2 DETACHED TOWNHOME UNIT COUNT: 63
PHASE 3 DETACHED TOWNHOME UNIT COUNT: 64
TOTAL DETACHED TOWNHOME UNIT COUNT: 192
OVERALL DENSITY: 2.64 UNITS/AC
DENSITY EXCLUDES AREA TO BE DEEDED TO CHURCH
OPEN SPACE CALCULATION:
TOTAL OPEN SPACE: 21.06 AC
TOTAL AREA: 73.92 AC
% OPEN SPACE: 28.49%
%OPEN SPACE EXCLUDES AREA TO BE DEEDED TO CHURCH
PARKING REQUIREMENTS:
REQUIRED PARKING 2 SPACES/UNIT ON SAME LOT
192 x 2 = 384 SPACE REQUIRED
SPACES PROVIDED: 384 + AMENITY PARKING W/ ONE VAN ACCESSIBLE SPACE
ALL HOMES TO HAVE TWO-CAR GARAGE WITH
ADDITIONAL PARKING IN DRIVEWAY
TOWNHOME SETBACKS:
FRONT: 15'
MIN. BLDG SEPARATION: 20'
EXTERNAL BOUNDARY SETBACK: 25'
SIDE STREET: 15'
WATERSHED INFORMATION:
THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED.
FLOOD INFORMATION:
A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
AREA PER FIRM MAP 3710884500L REVISED 11/17/2017
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EXHIBIT #1
EXHIBIT #2
EXHIBIT #3
EXHIBIT #4
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CHURCH OF GIBSONVILLE
1.24 AC ±
TOWN OF GIBSONVILLE
PIN# 8835920318
DB 1728 PG. 596
ZONING: PI
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LAND AQUISITION AND
DEVELOPMENT SERVICES, LLC
PIN# 8835913574
DB 8730 PG. 855
ZONING: RM-5
TOWNHOUSES (LUC: 2)
LAND AQUISITION AND
DEVELOPMENT SERVICES, LLC
PIN# 8835913574
DB 8730 PG. 855
ZONING: RM-5
TOWNHOUSES (LUC: 2)
EQUITY TRUST COMPANY
PIN# 8845035646
DB 7881 PG. 1464
ZONING: RS-12
SINGLE FAMILY (LUC: 1)
STEVEN & SHELIA BEEKER
PIN# 8845038823
DB 5659 PG. 259
ZONING: RS-12
SINGLE FAMILY (LUC: 1)
PERMANENT WETLAND DISTURBANCE: 4,325 SF (0.0993 AC) ROAD CONNECTION & SUBDIVISION
TEMPORARY WETLAND DISTURBANCE: 6,150 SF (0.141 AC) WATER & SEWER INSTALL
TEMPORARY ZONE 1 BUFFER DISTURBANCE: 908 SF (0.021 AC) WATER & SEWER INSTALL
TEMPORARY ZONE 2 BUFFER DISTURBANCE: 2,439 SF (0.056 AC) WATER & SEWER INSTALL/GRADING
PERMANENT ZONE 1 BUFFER DISTURBANCE: 6,260 SF (0.144 AC) WATER/SEWER INSTALL/EASEMENT
PERMANENT ZONE 2 BUFFER DISTURBANCE: 3,538 SF (0.0812 AC) WATER/SEWER INSTALL/EASEMENT
TEMPORARY STREAM IMPACT:909 SF (79.4 LF, 0.021 AC) WATER & SEWER INSTALL
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C2
2 OF 5
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE
PROPERTY OF THE ENGINEER. THESE DRAWINGS ARE PROTECTED UNDER
COPYRIGHT LAWS AND MAY NOT BE REPRODUCED IN PART OR IN WHOLE
WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER.
2023 STOLTZFUS ENGINEERING, INC.
CI
R
C
L
E

D
R
.
DATE: 12/05/2023
PERMANENT WETLAND DISTURBANCE: 4,325 SF (0.0993 AC) ROAD CONNECTION & SUBDIVISION
TEMPORARY WETLAND DISTURBANCE: 6,150 SF (0.141 AC) WATER & SEWER INSTALL
TEMPORARY ZONE 1 BUFFER DISTURBANCE: 908 SF (0.021 AC) WATER & SEWER INSTALL
TEMPORARY ZONE 2 BUFFER DISTURBANCE: 2,439 SF (0.056 AC) WATER & SEWER INSTALL/GRADING
PERMANENT ZONE 1 BUFFER DISTURBANCE: 6,260 SF (0.144 AC) WATER/SEWER INSTALL/EASEMENT
PERMANENT ZONE 2 BUFFER DISTURBANCE: 3,538 SF (0.0812 AC) WATER/SEWER INSTALL/EASEMENT
TEMPORARY STREAM IMPACT:909 SF (79.4 LF, 0.021 AC) WATER & SEWER INSTALL
NOTES:
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY OF RECORD
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY ALLRED LAND SURVEYING.
NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC.
ANNEXATION REQUIRED PRIOR TO CONSTRUCTION PLAN APPROVAL.
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125126127128
6463
65 66 67 68 69 70 71 72 73 74 75 76 77
1
2
3
4
5
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186
187
PARCEL DATA:
TOTAL ACREAGE: 73.92 AC. +/-
PIN# 8845120815 (ALAMANCE)
8845021581 (GUILFORD)
DEED REF:
D.B. 8752 PG. 2213 (GUILFORD)
D.B. 8752 PG. 2216 (GUILFORD)
D.B. 4499 PG. 139 (ALAMANCE)
D.B. 4499 PG. 142 (ALAMANCE)
EXISTING ZONING: RM-5
EXISTING USE: VACANT
PROPOSED USE: RESIDENTIAL
SUBDIVISION UNIT INFORMATION:
PHASE 1 DETACHED TOWNHOME UNIT COUNT: 65
PHASE 2 DETACHED TOWNHOME UNIT COUNT: 63
PHASE 3 DETACHED TOWNHOME UNIT COUNT: 64
TOTAL DETACHED TOWNHOME UNIT COUNT: 192
OVERALL DENSITY: 2.64 UNITS/AC
DENSITY EXCLUDES AREA TO BE DEEDED TO CHURCH
OPEN SPACE CALCULATION:
TOTAL OPEN SPACE: 21.06 AC
TOTAL AREA: 73.92 AC
% OPEN SPACE: 28.49%
%OPEN SPACE EXCLUDES AREA TO BE DEEDED TO CHURCH
PARKING REQUIREMENTS:
REQUIRED PARKING 2 SPACES/UNIT ON SAME LOT
192 x 2 = 384 SPACE REQUIRED
SPACES PROVIDED: 384 + AMENITY PARKING W/ ONE VAN ACCESSIBLE SPACE
ALL HOMES TO HAVE TWO-CAR GARAGE WITH
ADDITIONAL PARKING IN DRIVEWAY
TOWNHOME SETBACKS:
FRONT: 15'
MIN. BLDG SEPARATION: 20'
EXTERNAL BOUNDARY SETBACK: 25'
SIDE STREET: 15'
WATERSHED INFORMATION:
THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED.
FLOOD INFORMATION:
A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
AREA PER FIRM MAP 3710884500L REVISED 11/17/2017
188
189
190
191
192
8
9
61
21
03/13/2024
60
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184
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148
137
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110
109
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2010
59 58 57 56 55 54 53 52 51 50 49
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136 129130131132133134135
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CHURCH OF GIBSONVILLE
1.24 AC ±
TOWN OF GIBSONVILLE
PIN# 8835920318
DB 1728 PG. 596
ZONING: PI
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N
T
Y
GUIL
F
O
R
D

C
O
U
N
T
Y
ALA
M
A
N
C
E

C
O
U
N
T
Y
GUIL
F
O
R
D

C
O
U
N
T
Y
5
7
'

R
/
W
4
7
.
5
'

B
O
C
8" WATER
5
7
'

R
/
W
4
7
.
5
'

B
O
C
5
7
'

R
/
W
4
7
.
5
'

B
O
C
CL 2
0
0
'

R
CL 475' R
C
L

4
7
5
'

R
C
L

4
7
5
'

R
CL

3
0
0
'

R
CL 475' R
CL 475' R
CL 300' R
CL 807' R
CL
3
0
0
'

R
8" W
A
T
E
R
6" WATER
5031
OPHELIA WAY
50' PUBLIC R/W
TE
A

R
O
S
E

D
R
I
V
E
50
'

P
U
B
L
I
C

R
/
W
O
P
H
E
L
I
A

W
A
Y
5
0
'

P
U
B
L
I
C

R
/
W
CIRCLE DRIVE
50' PUBLIC R/
W
BL
U
S
H
I
N
G

T
R
A
C
E
50
'

P
U
B
L
I
C

R
/
W
ROSETTE PLACE
50' PUBLIC R/W
SA
N
D

P
I
N
E

C
O
U
R
T
50
'

P
U
B
L
I
C

R
/
W
40' PERMANENT
WATER & SANITARY
SEWER ESMT.
LAND AQUISITION AND
DEVELOPMENT SERVICES, LLC
PIN# 8835913574
DB 8730 PG. 855
ZONING: RM-5
TOWNHOUSES (LUC: 2)
EXHIBIT #1
EXHIBIT #2
EXHIBIT #3
EXHIBIT #4
LAND AQUISITION AND
DEVELOPMENT SERVICES, LLC
PIN# 8835913574
DB 8730 PG. 855
ZONING: RM-5
TOWNHOUSES (LUC: 2)
PROPOSED 8"
DI PUBLIC
SANITARY
SEWER
8" SA
N
.

S
E
W
E
R
8" WA
T
E
R
8
"

S
A
N
.

S
E
W
E
R
8
"

W
A
T
E
R
5031
50
31
50
31
5031
CIRCLE DRIVE
50' PUBLIC R/W
CL 475' R
CL

4
7
5
'

R
EX.
WETLANDS
EQUITY TRUST COMPANY
PIN# 8845035646
DB 7881 PG. 1464
ZONING: RS-12
SINGLE FAMILY (LUC: 1)
STEVEN & SHELIA BEEKER
PIN# 8845038823
DB 5659 PG. 259
ZONING: RS-12
SINGLE FAMILY (LUC: 1)
O
P
H
E
L
I
A

W
A
Y
5
0
'

P
U
B
L
I
C

R
/
W
HEIRLO
O
M

D
R
.
50' PU
B
L
I
C

R
/
W
100 F 100 F
100 F 100 F 100 F 100 F
10
0

F
100 F 100 F
100 F
100
F
100 F
100 F 100
F
100 F
100 F 100
F
100 F 100 F
100 F
100 F
100

F
100 F
100 F
100 F
100

F
10
0

F
100
F
100 F
S
S
S
SS SS SS SS SS SS SS SS SS SS SS SS S
S
100

F
10
0

F
1
0
0

F
10
0

F
100

F
1
0
0

F
1
0
0

F
10
0

F
10
0

F
1
0
0

F
100

F
100 F
1
0
0

F
100 F
100 F
100 F
1
0
0

F
10
0

F
10
0

F
10
0

F
10
0

F
10
0

F
1
0
0

F
1
0
0

F
1
0
0

F
10
0

F
10
0

F
10
0

F
10
0

F
S S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
6
7
0
CB
-
8
CB
-
9
P-
1
0
CB
-
1
0
P-12
P-
1
5
STM
H
-
1
P-17
YI-
5
121
122
123
135
136
OP
H
E
L
I
A

W
A
Y
50
'

P
U
B
L
I
C

R
/
W
124
DATE
SCALE
03/13/2024
1"=40'
EXHIBIT #4
BELLEROSE
PROJECT # 802.01CCOUNTY Alam. & Guil.
CHECKED BY ARS
DRAWN BY AGB
747 PARK LAWN COURT KERNERSVILLE, NC 27284 PH: [phone]
Stoltzfus Engineering Inc.
Civil Engineering Consultants
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 160
40
20
STMH-12
EX 30' SANITARY SEWER ESMT.
50' STREAM BUFFER
30' UNDISTURBED BUFFER
ZONE 2 PERMANENT IMPACT
2,134 SF (0.0490 AC)
ZONE 1 PERMANENT IMPACT.
3,315 SF (0.076 AC)
ZONE 1
ZONE 2
DATE
SCALE
PROJECT #COUNTY
CHECKED BY
DRAWN BY
747 PARK LAWN COURT KERNERSVILLE, NC 27284 PH: [phone]
Stoltzfus Engineering Inc.
Civil Engineering Consultants
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 160
40
20
ZONE 1
ZONE 2
STMH-1
3
EX. SSMH
50' STREAM BU
F
F
E
R
30' UNDISTURBED BUFFER
40
'

W
A
T
E
R

A
N
D

S
E
W
E
R

E
S
M
T
.
8" WATE
R
8"

D
I

W
A
T
E
R
40' WATE
R

A
N
D

S
E
W
E
R

E
S
M
T
.
DEVELOPER INFORMATION:
DRB GROUP NORTH CAROLINA, LLC
3000 RDU CENTER DR. STE 202
MORRISVILLE, NC 27560 [phone]
PROJECT LOCATION:
STATE: NORTH CAROLINA
COUNTY: ALAMANCE & GUILFORD
TOWNSHIP: ROCK CREEK
12/05/2023
1"=40'
EXHIBIT #2
BELLEROSE
802.01CAlam. & Guil.
ARS
AGB
DEVELOPER INFORMATION:
DRB GROUP NORTH CAROLINA, LLC
3000 RDU CENTER DR. STE 202
MORRISVILLE, NC 27560 [phone]
PROJECT LOCATION:
STATE: NORTH CAROLINA
COUNTY: ALAMANCE & GUILFORD
TOWNSHIP: ROCK CREEK
P-33
15' P
U
B
L
I
C

D
R
A
I
N
A
G
E

E
S
M
T
.
YI-13
P
-
3
6
P-37
YI-15
15' P
U
B
L
I
C

D
R
A
I
N
A
G
E

E
S
M
T
.
EX. STREAM
PHAS
E

1
PHAS
E

3
DATE
SCALE
PROJECT #COUNTY
CHECKED BY
DRAWN BY
747 PARK LAWN COURT KERNERSVILLE, NC 27284 PH: [phone]
Stoltzfus Engineering Inc.
Civil Engineering Consultants
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
060 60 240
60
30
ZONE 1
ZONE 2
12/05/2023
1"=60'
EXHIBIT #3
BELLEROSE
802.01CAlam. & Guil.
ARS
JAS
DEVELOPER INFORMATION:
DRB GROUP NORTH CAROLINA, LLC
3000 RDU CENTER DR. STE 202
MORRISVILLE, NC 27560 [phone]
PROJECT LOCATION:
STATE: NORTH CAROLINA
COUNTY: ALAMANCE & GUILFORD
TOWNSHIP: ROCK CREEK
50' STREAM BUFFER
30' UNDISTURBED BUFFER
50' STREAM BUFFER
30' UNDISTURBED BUFFER
EX. ST
R
E
A
M
50
'

S
T
R
E
A
M

B
U
F
F
E
R
30
'

U
N
D
I
S
T
U
R
B
E
D

B
U
F
F
E
R
50
'

S
T
R
E
A
M

B
U
F
F
E
R
30
'

U
N
D
I
S
T
U
R
B
E
D

B
U
F
F
E
R
EX
.

S
T
R
E
A
M
1
0
0
-
Y
R

F
L
O
O
D

P
L
A
I
N
1
0
0
-
Y
R

F
L
O
O
D

P
L
A
I
N
PROPERTY LINE
FOLLOWS STREAM
TEMP. STREAM IMPACT: 34.7 LF
@ 7.2' AVG. WIDTH
249 SF (0.0057 AC)
20' EX. SAN. SEWER ESMT.
GUIL. CO. P.B. 172 PG. 71
COL. GREGORY, LLC
PIN: 8845016219
GUILFORD COMMON AREA "G"
PER P.B. 203 P.G. 66
D.B. 7366 P.G. 1849
ZONING: CD RM-5
SSMH TO BE
WATER TIGHT
ZONE 1
PERMANENT IMPACT:
2945 SF (0.0676 AC)
ZONE 2
PERMANENT
IMPACT: 1404 SF
(0.0322 AC)
8" SANITARY S
E
W
E
R
DISTURBED
LIMITS (TYP.)
100-YR FLOOD PLAIN
100-YR FLOOD P
L
A
I
N
TEMPORARY STREAM IMPACT:
44.7 LF @ 14.8' AVG. WIDTH
660 SF (0.0152 AC)
ZONE 2
TEMPORARY IMPACT:
1,455 SF (0.0334 AC)
FOR GRADING
OWEN PARK ASSOCIATES, LLC
PIN# 8845228513
DB 3956 PG 173
ZONING: RS-15
SINGLE FAMILY (LUC: 1)
DISTURBED
LIMITS (TYP.)
DISTURBED
LIMITS (TYP.)
DATE
SCALE
PROJECT #COUNTY
CHECKED BY
DRAWN BY
747 PARK LAWN COURT KERNERSVILLE, NC 27284 PH: [phone]
Stoltzfus Engineering Inc.
Civil Engineering Consultants
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 160
40
20
12/05/2023
1"=40'
EXHIBIT #1
BELLEROSE
802.01CAlam. & Guil.
ARS
JAS
DEVELOPER INFORMATION:
DRB GROUP NORTH CAROLINA, LLC
3000 RDU CENTER DR. STE 202
MORRISVILLE, NC 27560 [phone]
PROJECT LOCATION:
STATE: NORTH CAROLINA
COUNTY: ALAMANCE & GUILFORD
TOWNSHIP: ROCK CREEK
PERMANENT WETLAND
DISTURBANCE: 4,325 SF (0.0993 AC)
FOR ROAD CONNECTION & LOTS
P-16
P-2
1
P-11
EX. WETLANDS
E
X
.

T
R
E
E

L
I
N
E
TOTAL WETLAND DISTURBANCE:
0.0993 ACDISTURBED
LIMITS (TYP.)
20'

P
U
B
L
I
C

S
T
O
R
M

E
S
M
T
.
10
'

U
T
I
L
I
T
Y

E
S
M
T
.
LAND AQUISITION AND
DEVELOPMENT SERVICES, LLC
PIN# 8835913574
DB 8730 PG. 855
ZONING: RM-5
TOWNHOUSES (LUC: 2)
RE
V
I
S
I
O
N

N
O
T
E
DA
T
E
NO
.
1 2 3 4 5 6
BE
L
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ST
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A
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,

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&

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I
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T
U
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B
A
N
C
E

E
X
H
I
B
I
T
S
VICINITY MAP
1" =2,000'
DR
A
W
I
N
G

F
I
L
E

P
A
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H
:

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I

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d
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DRAWN BY: JAS
CHECKED BY: ARS
PROJECT NO.: 802.01C
REF. NO.:
SCALE: 1"=100'UTILITY POLE
GUY WIRE
DEED BOOKDB
PLAT BOOKPB
PAGEPG
RIGHT-OF-WAYR/W
EDGE OF PAVEMENTE/P
EDGE OF GRAVELE/G
CONCRETECONC
LEGEND
LIGHT POLE
REINFORCED CONCRETE PIPERCP
CURB INLETCIYARD INLET (YI)FINISH FLOOR ELEVATIONFFE
WOODSLINE (TYP.)
OVERHEAD POWER LINE
GAS LINE
W W WATER LINE
UNDERGROUND ELECTRICAL
GROUND LIGHT
GAS VALVE
BASEMENTBSMT
TELEPHONE PEDESTALTPED
TELEPHONE HAND HOLDTHH
X FENCE LINE
DROP INLETDI
G G
OHU
UE
DRAINAGE MAINTENANCE & UTILITY EASEMENTDMUE
WATER VALVE (WV)
STORM MANHOLE (STMH)
WATER METER BOX (WM)
FIRE HYDRANT (HYD)
SANITARY SEWER MANHOLE (SSMH)
CLEAN OUTSS
St
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2
7
2
8
4
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A
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A
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A
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SITE
C3
3 OF 5
THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE
PROPERTY OF THE ENGINEER. THESE DRAWINGS ARE PROTECTED UNDER
COPYRIGHT LAWS AND MAY NOT BE REPRODUCED IN PART OR IN WHOLE
WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ENGINEER.
2023 STOLTZFUS ENGINEERING, INC.
CI
R
C
L
E

D
R
.
DATE: 12/05/2023
8" DI SANITARY
SEWER TO BE PLACED
WITH 40' RESTRAINED
JOINT CENTERED ON
CREEK
EX. SSMH
NOTES:
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY OF RECORD
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY ALLRED LAND SURVEYING.
NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC.
ANNEXATION REQUIRED PRIOR TO CONSTRUCTION PLAN APPROVAL.
DE
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R

I
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:
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6
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9
8"

D
I

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T
A
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S
E
W
E
R
WATER TO BE PLACED WITH 3'
MIN COVER UNDER CREEK
AND SANITARY SEWER TO BE
PLACED WITH 2' MIN COVER
UNDER CREEK
PARCEL DATA:
TOTAL ACREAGE: 73.92 AC. +/-
PIN# 8845120815 (ALAMANCE)
8845021581 (GUILFORD)
DEED REF:
D.B. 8752 PG. 2213 (GUILFORD)
D.B. 8752 PG. 2216 (GUILFORD)
D.B. 4499 PG. 139 (ALAMANCE)
D.B. 4499 PG. 142 (ALAMANCE)
EXISTING ZONING: RM-5
EXISTING USE: VACANT
PROPOSED USE: RESIDENTIAL
SUBDIVISION UNIT INFORMATION:
PHASE 1 DETACHED TOWNHOME UNIT COUNT: 65
PHASE 2 DETACHED TOWNHOME UNIT COUNT: 63
PHASE 3 DETACHED TOWNHOME UNIT COUNT: 64
TOTAL DETACHED TOWNHOME UNIT COUNT: 192
OVERALL DENSITY: 2.64 UNITS/AC
DENSITY EXCLUDES AREA TO BE DEEDED TO CHURCH
OPEN SPACE CALCULATION:
TOTAL OPEN SPACE: 21.06 AC
TOTAL AREA: 73.92 AC
% OPEN SPACE: 28.49%
%OPEN SPACE EXCLUDES AREA TO BE DEEDED TO CHURCH
PARKING REQUIREMENTS:
REQUIRED PARKING 2 SPACES/UNIT ON SAME LOT
192 x 2 = 384 SPACE REQUIRED
SPACES PROVIDED: 384 + AMENITY PARKING W/ ONE VAN ACCESSIBLE SPACE
ALL HOMES TO HAVE TWO-CAR GARAGE WITH
ADDITIONAL PARKING IN DRIVEWAY
TOWNHOME SETBACKS:
FRONT: 15'
MIN. BLDG SEPARATION: 20'
EXTERNAL BOUNDARY SETBACK: 25'
SIDE STREET: 15'
WATERSHED INFORMATION:
THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED.
FLOOD INFORMATION:
A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
AREA PER FIRM MAP 3710884500L REVISED 11/17/2017
5' TEMPORARY
CONSTRUCTION ESMT.
30' PUBLIC SA
N
I
T
A
R
Y

S
E
W
E
R

E
S
M
T
.
ZONE 2
TEMPORARY
IMPACT: 436 SF
(0.0100 AC)
ZONE 1
TEMPORARY IMPACT:
908 SF (0.021 AC)
ZONE 2 TEMPORARY IMPACT.
FOR GRADING
548 SF (0.0126 AC)
03/13/2024
EX.
WETLANDS
LIMITS OF WETLAND
DELINEATION WEST SIDE OF STREAM
TEMPORARY WETLAND
IMPACT 6,150 SF (0.141 AC)
03
/
1
3
/
2
4
EX
H
I
B
I
T

#

4

E
X
P
A
N
D
E
D

D
E
L
I
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T
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EX.
S
T
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E
A
M
EX. STREAM
PROP. GR
A
D
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E
X
.

G
R
A
D
E
188.
7
9

L
F

@

3
.
5
8
%

8
"

D
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c
t
i
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e

I
r
o
n
76.21 LF @ 0.66% 8" Ductil
e

I
r
o
n
187.52 LF @ 0.53% 8" Ductile Iron
SSMH-11
STA.: 0+00.00, 0.00
RIM: 654.09
INV. IN: 641.20 (SSMH-14 )
INV. IN: 641.20 (SSMH-10)
INV. OUT: 641.00 (SSMH-12)
SSMH-12
STA.: 1+88.79, 0.00
RIM: 642.58
INV. IN: 634.25 (SSMH-11)
INV. OUT: 634.05 (SSMH-13)
SSMH-13
STA.: 2+65.01, 0.00
RIM: 640.61
INV. OUT: 633.35 (EX. SSMH)
INV. IN: 633.55 (SSMH-12)
EX. SSMH
STA.: 4+52.53, 0.00
RIM: 647.72
INV. IN: 632.35 (SSMH-13)
EX.

G
R
A
D
E
100 F 100 F 100 F 100 F 100 F 100 F 100 F 100 F 100 F
WATER TIGHT
MANHOLE
APPROX. 100-YR
FLOOD LINE
MIN 2' COVER
SAN SEWER
UNDER CREEK
8"X8" TEE
TIE TO
CIRCLE DR. WATER
END WATER
P
R
O
P
.

8
"

D
I

W
A
T
E
R
L
I
N
E
MIN 3' COVER
WATERLINE
UNDER CREEK
MI
N

3
'

C
O
V
E
R
(4
'

T
Y
P
)
MIN 3'
COVER
INV. OUT: 632.15 (EX. OWEN PARK)
INV. IN: 632.35 (EX. OWEN PARK)
PR
O
P
.

8
"

D
I

W
A
T
E
R
L
I
N
E
10
0

F
1
0
0

F
1
0
0

F
10
0

F
1
0
0

F
1
0
0

F
1
0
0

F
1
0
0

F
1
0
0

F
10
0

F
1
0
0

F
1
0
0

F
10
0

F
10
0

F
10
0

F
1
0
0

F
10
0

F
1
0
0

F
10
0

F
1
0
0

F
1
0
0

F
10
0

F
10
0

F
10
0

F
10
0

F
10
0

F
10
0

F
10
0

F
15+
0
0
16
+
0
0
S
S
S
S S
1
8
+
0
0
650
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
149
°
65
0
X
X
X
X
XX
X
X
X
X
C4
4 OF 5
RE
V
I
S
I
O
N

N
O
T
E
DA
T
E
DR
A
W
I
N
G

F
I
L
E

P
A
T
H
:

S
E
I

P
r
o
j
e
c
t
s
\
8
0
2
.
0
1
C
\
d
w
g
\
M
a
s
t
e
r
.
d
w
g
DRAWN BY: JAS
CHECKED BY: ARS
PROJECT NO.: 802.01C
REF. NO.:
SCALE: 1"=40'
NO
.
1 2 3 4 5 6
0+00 1+00
660
650
640
630
660
650
640
630
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 80
40
16020
WATER & SANITARY
SEWER OUTFALL
STA. 0+00 TO STA 6+00
2+00 3+00 4+00 5+00 6+00
620620
EX. STREA
M
WA
T
E
R

&

S
A
N
I
T
A
R
Y

S
E
W
E
R

P
L
A
N

&

P
R
O
F
I
L
E
EX. SSM
H
SSMH-1
3
SS
M
H
-
1
0
S
S
M
H
-
1
1
SSMH-12
83
84
112
C
B
-
2
6
P
-
4
6
P
-
4
3
CB
-
2
7
P-
4
7
P-4
8
P-4
5
P-68
E
X
.

S
T
R
E
A
M
3
0
'

S
T
R
E
A
M

B
U
F
F
E
R
(
N
O

D
I
S
T
U
R
B
A
N
C
E
)
5
0
'

S
T
R
E
A
M

B
U
F
F
E
R
(
L
I
M
I
T
E
D

D
I
S
T
U
R
B
A
N
C
E
)
PHASE 1
PHASE 2
POND #2
40' WATER & SEWER ESMT.
8" WATER LINE
10
'

U
T
I
L
I
T
Y

E
S
M
T
.
10'

U
T
I
L
I
T
Y

E
S
M
T
.
8
'

S
E
W
E
R
8' W
A
T
E
R
8'
S
E
W
E
R
3
0
'

S
T
R
E
A
M

B
U
F
F
E
R
(
N
O

D
I
S
T
U
R
B
A
N
C
E
)
5
0
'

S
T
R
E
A
M

B
U
F
F
E
R
(
L
I
M
I
T
E
D

D
I
S
T
U
R
B
A
N
C
E
)
MJR WITH
THRUST
BLOCKING
(1) 8" x 8"
TEE
8" SAN. SEWER
GENERAL NOTES:
1. PROPERTY TO BE SERVED BY TOWN OF GIBSONVILLE PUBLIC
WATER AND SEWER.
2. ALL CONSTRUCTION TO BE TO TOWN OF GIBSONVILLE STANDARDS
AND SPECIFICATIONS.
3. 5' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS.
4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
5. AREA DETERMINED BY D.M.D. METHOD.
6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE
RECORDATION OR CONVEYANCE OF PROPERTY.
7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR
RIGHTS OF WAY RECORDED PRIOR TO THE DATE OF THIS MAP
WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
8. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE
REPORT AND DOES NOT NECESSARILY INDICATE ALL
ENCUMBRANCES ON THE PROPERTY.
9. DIP SANITARY SEWER PIPE TO BE CLASS 50.
St
o
l
t
z
f
u
s

E
n
g
i
n
e
e
r
i
n
g

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c
.
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i
l

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i
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e
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r
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g

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n
s
u
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t
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t
s
Ad
e
n

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.

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t
o
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f
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,

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-
3
8
1
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ad
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r
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g
.
c
o
m
33
6
-
9
0
4
-
0
2
0
7
68
3

G
r
a
l
i
n

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t
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e
t
Ke
r
n
e
r
s
v
i
l
l
e
,

N
C

2
7
2
8
4
40' WATER &
SEWER ESMT.
(1) 8" PLUG W/ DEADMAN
BEFORE VALVE
(1) 8" G.V.
(1) 2" BLOW OFF
BE
L
L
E
R
O
S
E
,

P
H
A
S
E

1
DE
V
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L
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N
F
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N
:
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30
0
0

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U

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.

S
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E

2
0
2
MO
R
R
I
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,

N
C

2
7
5
6
0
PR
O
J
E
C
T

L
O
C
A
T
I
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N
:
ST
A
T
E
:

N
O
R
T
H

C
A
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O
L
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CO
U
N
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Y
:

A
L
A
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A
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E

&

G
U
I
L
F
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TO
W
N
S
H
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P
:

R
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C
K

C
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K
/
B
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E

S
T
A
T
I
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N
PR
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Y

O
W
N
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R

I
N
F
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M
A
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:
KI
R
K
P
A
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&

A
S
S
O
C
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S
,

L
L
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40
0
4

B
A
R
R
E
T
T

D
R
.

S
T
E

2
0
4
RA
L
E
I
G
H
,

N
C

2
7
6
0
9
DATE: 12/05/2023
40' OF RESTRAINED
JOINT DIP FOR
WATER AND SEWER
CENTERED ON CREEK
CROSSING.
CI
R
C
L
E

D
R
I
V
E
50
'

P
U
B
L
I
C

R
/
W
ZONE 1 PERMANENT IMPACT.
3,315 SF (0.076 AC)
ZONE 2 TEMPORARY IMPACT.
548 SF (0.0126 AC) FOR GRADING
ZONE 2 PERMANENT IMPACT
2,134 SF (0.0490 AC)
TEMPORARY STREAM IMPACT:
44.7 LF @ 14.8' AVG. WIDTH
660 SF (0.0152 AC)
03/13/2024
TEMPORARY CROSSING - "PUMP AROUND" FOR UTILITY
INSTALLATION
NOTES
1) EROSION STONE TO BE "CLASS I" RIP-RAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PLAN.
2) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS.
3) MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO
ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO
PREVENT LEAKAGE OF FILL MATERIAL. (i.e. SAND, FINE GRAVEL, ETC.)
CONSTRUCTION SEQUENCE FOR UTILITY CROSSING-PUMP AROUND
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACKFLOW INTO CONSTRUCTION AREA.
3) INSTALL PROPOSED EARTH BERM ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
4) INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING TEMP. SEDIMENT TRAP.
5) UPON CONSTRUCTION COMPLETION, REMOVE FILTER FABRIC.
DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP RAP IS LEVEL WITH STREAM BOTTOM.
6) UPON STABILIZATION OF CLEARED AREAS, REMOVE SILT FENCE, EARTH BERM, SEDIMENT
TRAP, AND DEWATERING BASIN.
TEMPORARY
CONSTRUCTION
STREAM CROSSING
FLOW
PIPE
F
L
O
W
STREAM
FLOW
SAND BAGS
PROPOSED
EARTH BERM
(TYP.)
5'
MIN
5'
MIN
PROPOSED
EARTH BERM
(TYP.)
CLASS "I"
RIP RAP
POLYETHYLENE FABRIC
ON FACE (8 ML. THICK)
TO PUMP
PROPOSED
EARTH BERM
(TYP.)
TOP OF
BANK
FROM
PUMP
EX. INV.
CREEK
TEMPORARY
STONE DAM
POLYETHYLENE FABRIC
ON FACE (8 ML. THICK)
REMOVE SANDBAGS & FABRIC TO ALLOW FLOW THROUGH
WHEN NOT PUMPING AROUND.
STREAM
FLOW
PLAN
DISTURBANCE LIMITS
SECTION A-A
AA
3'
MIN.
0+00 1+00
2
+
0
0
3+00
4+00
4+53
EX.
WETLANDS
03
/
1
3
/
2
4
TEMPORARY WETLAND
IMPACT 6,150 SF (0.141 AC)
EX
H
I
B
I
T

#

4

E
X
P
A
N
D
E
D

D
E
L
I
N
E
A
T
I
O
N
220.23 LF
@

1
.
6
8
%

8
"

S
D
R
-
3
5

P
V
C
142.9
2

L
F

@

3
.
1
1
%

8
"

S
D
R
-
3
5

P
V
C
212.11 LF

@

1
.
8
4
%

8
"

S
D
R
-
3
5

P
V
C
156.75 LF
@ 0.53% 8" Ductile Iron
SSMH-34
STA.: 0+00.00, 0.00
RIM: 658.16
INV. IN: 650.40 (SSMH-33)
INV. OUT: 650.95 (SSMH-35)
SSMH-35
STA.: 2+20.23, 0.00
RIM: 654.27
INV. IN: 647.25 (SSMH-34)
INV. IN: 647.25 (SSMH-39)
INV. OUT: 647.05 (SSMH-40)
SSMH-40
STA.: 3+63.15, 0.00
RIM: 650.35
INV. IN: 642.60 (SSMH-35)
INV. OUT: 642.40 (SSMH-41)
SSMH-42
STA.: 7+06.01, 0.00
RIM: 635.03
INV. IN: 626.50 (SSMH-41)
INV. OUT: 624.10 (EX. ASHLEY WOODS OUTFALL)
EX. ASHLEY WOODS OUTFALL
STA.: 8+62.75, 0.00
RIM: 631.79
INV. IN: 623.27 (SSMH-42)
PROP.

G
R
A
D
E
EX.
G
R
A
D
E
PROP.

G
R
A
D
E
EX. GRADE
EX.
G
R
A
D
E
EX. GRADE
TIE TO EX. ASHLEY
WOODS OUTFALL
100-YR FLOOD LINE
40' RESTRAINED
JOINT CENTERED ON
CREEK
CONCRETE
SLIDE
100 F 100 F 100 F 100 F 100 F 100 F
SSMH-41
STA.: 5+75.26, 0.00
RIM: 651.64
INV. IN: 638.50 (SSMH-40)
INV. OUT: 638.30 (SSMH-42)
1
3
0
.
7
5

L
F

@

9
.
0
2
%

8
"

S
D
R
-
3
5

P
V
C
S
S
S
S
S
S
6
4
0
65
0
6
5
0
6
5
0
6
6
0
6
4
0
10
0

F
10
0

F
10
0

F
10
0

F
100

F
100

F
10
0

F
10
0

F
10
0

F
10
0

F
10
0

F
10
0

F
10
0

F
100

F
1
0
0

F
10
0

F
10
0

F
10
0

F
1
0
0

F
10
0

F
1
0
0

F
100

F
1
0
0

F
1
0
0

F
10
0

F
10
0

F
100

F
100 F
100 F 100 F
100 F
100
F
SS
SS
SS
SS
SS
SS
S
PAD: 659.10
PAD: 657.60
174.36 LF
@

1
.
5
2
%

8
"

S
D
R
-
3
5

P
V
C
SSMH-35
STA.: 1+74.36, 0.00
RIM: 654.27
INV. IN: 647.25 (SSMH-34)
INV. IN: 647.25 (SSMH-39)
INV. OUT: 647.05 (SSMH-40)
SSMH-39
STA.: 0+00.00, 0.00
RIM: 657.38
INV. OUT: 649.90 (SSMH-35)
INV. IN: 650.10 (SSMH-38)
PROP. GRADE
EX. GR
A
D
E
CB-
5
2
YI
-
4
0
CB-63
P-12
2
YI-44
P-121
YI-4
1
P
-
1
2
0
P-11
7
Y
I
-
4
2
P
-
1
1
9
P-
1
1
8
P
-
1
1
6
SSM
H
-
3
4
SS
M
H
-
3
5
SS
M
H
-
3
9
SSMH-40
SSMH-41
EX. S
S
M
H
C5
5 OF 5
RE
V
I
S
I
O
N

N
O
T
E
DA
T
E
DR
A
W
I
N
G

F
I
L
E

P
A
T
H
:

S
E
I

P
r
o
j
e
c
t
s
\
8
0
2
.
0
1
C
\
d
w
g
\
M
a
s
t
e
r

P
h
a
s
e

3
.
d
w
g
NO
.
1 2 3 4 5 6
0+00 1+00
660
650
640
630
660
650
640
630
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 80
40
16020
SSMH-34 TO SSMH-44
STA. 0+00 TO STA 12+00
2+00 3+00 4+00 5+00 6+00
620620
BE
L
L
R
O
S
E
SA
N
I
T
A
R
Y

S
E
W
E
R

O
U
T
F
A
L
L
,

P
H
A
S
E

3
PR
O
J
E
C
T

L
O
C
A
T
I
O
N
:
ST
A
T
E
:

N
O
R
T
H

C
A
R
O
L
I
N
A
CO
U
N
T
Y
:

A
L
A
M
A
N
C
E

&

G
U
I
L
F
O
R
D
TO
W
N
S
H
I
P
:

R
O
C
K

C
R
E
E
K
PROPERTY LINE
FOLLOWS STREAM
168
167
166
165
164
P-11
5
S
T
M
H
-
6
149
150
151
152
30' SANIT
A
R
Y

S
E
W
E
R

E
S
M
T
.
20' PUBLIC STORM D
R
A
I
N
A
G
E

E
S
M
T
.
20'
P
U
B
L
I
C

S
T
O
R
M

D
R
A
I
N
A
G
E

E
S
M
T
.
10'

T
Y
P
E

D

L
A
N
D
S
C
A
P
E

B
U
F
F
E
R
10'

T
Y
P
E

D

L
A
N
D
S
C
A
P
E

B
U
F
F
E
R
1
5
'

P
R
I
V
A
T
E

S
T
O
R
M

D
R
A
I
N
A
G
E

E
S
M
T
.
30
'

S
A
N
I
T
A
R
Y

S
E
W
E
R

E
S
M
T
.
8" SANITA
R
Y

S
E
W
E
R
8" SA
N
I
T
A
R
Y

S
E
W
E
R
3
0
'

S
A
N
I
T
A
R
Y

S
E
W
E
R

E
S
M
T
.
8"

S
A
N
I
T
A
R
Y

S
E
W
E
R
7+00 8+00 9+00 10+00 11+00 12+00
1
0
0
-
Y
R

F
L
O
O
D

L
I
N
E
100-YR F
L
O
O
D

L
I
N
E
E
X
.

S
T
R
E
A
M
SSMH-39 TO SSMH-35
STA. 0+00 TO STA 2+00
0+00 1+00 2+00
DRAWN BY: JAS
CHECKED BY: ARS
REF. NO.:
SCALE: 1"=40'
DATE: 12/05/2023
PROJECT NO.: 802.01C
DE
V
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GENERAL NOTES:
1. PROPERTY TO BE SERVED BY TOWN OF GIBSONVILLE PUBLIC
WATER AND SEWER.
2. ALL CONSTRUCTION TO BE TO TOWN OF GIBSONVILLE STANDARDS
AND SPECIFICATIONS.
3. 4' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS.
4. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
5. AREA DETERMINED BY D.M.D. METHOD.
6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE
RECORDATION OR CONVEYANCE OF PROPERTY.
7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR
RIGHTS OF WAY RECORDED PRIOR TO THE DATE OF THIS MAP
WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
8. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE
REPORT AND DOES NOT NECESSARILY INDICATE ALL
ENCUMBRANCES ON THE PROPERTY.
9. DIP SANITARY SEWER PIPE TO CLASS 50.
OPHELIA WAY
50' PUBLIC R/W
EX
.

S
T
R
E
A
M
SSM
H
-
4
2
TEMPORARY STREAM IMPACT:
34.7 LF @ 7.2' AVG. WIDTH
249 SF (0.0057 AC)
20' EX. SAN. SEWER
ESMT.
GUIL. CO. P.B. 172 PG.
71
COL. GREGORY, LLC
PIN: 8845016219
GUILFORD COMMON AREA "G"
PER P.B. 203 P.G. 66
D.B.7366 P.G. 1849
ZONING: CD RM-5
ZONE 1
PERMANENT IMPACT:
2945 SF (0.0676 AC)
LAND AQUISITION AND
DEVELOPMENT SERVICES, LLC
PIN# 8835913574
DB 8730 PG. 855
ZONING: RM-5
TOWNHOUSES (LUC: 2)
8" DI SANITARY
SEWER TO BE PLACED
WITH 40' RESTRAINED
JOINT CENTERED ON
CREEK
5' TEMPORARY
CONSTRUCTION ESMT.
ZONE 2
PERMANENT
IMPACT: 1404 SF
(0.0322 AC)
ZONE 1
TEMPORARY
IMPACT: 908 SF
(0.021 AC)
ZONE 2
TEMPORARY
IMPACT: 436 SF
(0.010 AC)
12/05/2023
TEMPORARY CROSSING - "PUMP AROUND" FOR
SANITARY SEWER INSTALLATION
NOTES
1) EROSION STONE TO BE "CLASS I" RIP-RAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PLAN.
2) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS.
3) MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO
ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO
PREVENT LEAKAGE OF FILL MATERIAL. (i.e. SAND, FINE GRAVEL, ETC.)
CONSTRUCTION SEQUENCE FOR SANITARY SEWER CROSSING-PUMP AROUND
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACKFLOW INTO CONSTRUCTION AREA.
3) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
4) INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER CONSTRCTION
AREA BETWEEN TEMPORARY DAM USING TEMP. SEDIMENT TRAP.
5) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC.
DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP RAP IS LEVEL WITH STREAM BOTTOM.
6) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP, AND DEWATERING BASIN.
TEMPORARY
CONSTRUCTION
STREAM CROSSING
FLOW
PIPE
F
L
O
W
STREAM
FLOW
SAND BAGS
PROPOSED
EARTH BERM
(TYP.)
5'
MIN
5'
MIN
PROPOSED
EARTH BERM
(TYP.)
CLASS "I"
RIP RAP
POLYETHYLENE FABRIC
ON FACE (8 ML. THICK)
TO PUMP
PROPOSED
EARTH BERM
(TYP.)
TOP OF
BANK
FROM
PUMP
EX. INV.
CREEK
TEMPORARY
STONE DAM
POLYETHYLENE FABRIC
ON FACE (8 ML. THICK)
REMOVE SANDBAGS & FABRIC TO ALLOW FLOW THROUGH
WHEN NOT PUMPING AROUND.
STREAM
FLOW
PLAN
DISTURBANCE LIMITS
SECTION A-A
AA
3'
MIN.

Compliance Certification Form

File Number: SAW-2021-02522 County: Guilford

Permittee: DRB Group North Carolina, LLC, J. Adam Ashbaugh

Project Name: Bellerose

Date Verification Issued: 4/15/2024

Project Manager: Laura Meyer

Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:

US ARMY CORPS OF ENGINEERS
Wilmington District
Attn: Laura Meyer
Raleigh
3331 Heritage Trade Drive Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]

Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. Failure to comply with any terms or conditions
of this authorization may result in the Corps suspending, modifying or revoking the
authorization and/or issuing a Class I administrative penalty, or initiating other
appropriate legal action.

I hereby certify that the work, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.

Date Authorized Work Started: ___________ Completed: ___________

Describe any deviations from permit (attach drawing(s) depicting the deviations):

______________________________________________________________________

______________________________________________________________________
*Note: The description of any deviations on this form does not constitute approval by the Corps.

__________________________________ ______________________
Signature of Permittee Date