SAW-2021-00985--NWP 29 and NWP 58 Verification--05 SEPT 23.pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00985 County: Lee U.S.G.S. Quad: NC -Colon
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: LGI Homes -NC, LLC.
Josh Spiegel
Address: 1450 Lake Robbins Drive, Suite 430
Spring, Texas 77380
Size (acres) —50 acres Nearest Town Sanford
Nearest Waterway UT to Deep River River Basin Cape Fear
USGS HUC 03030003 Coordinates Latitude: 35.544047
Longitude:-79.23097
Location description: The proiectsite is located east and west of Cumnock Road, north of Boone Trail Road and south of Cotton
Road in Sanford, in Lee County, North Carolina.
Description of projects area and activity: This verification authorizes the temporary discharge of dredged material within 0.016
acre of wetlands and 65 linear feet of stream channel. This verification authorizes the uermanent discharge of fill material
within 0.0013 acre (28 linear feet) of stream channel. This verification authorizes the temporary discharge of fill material
within 5 linear feet of stream channel. This verification authorizes the uermanent conversion of 0.016 acre of forested wetlands
to herbaceous wetlands.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments and NWP 58. Utility Line Activities for Water and Other Substances
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 6/2/2023, and the enclosed plans. Any violation of the attached conditions or
deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative
penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
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.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact George Lyle Phillips III at [phone] or George.L.Phillips(&usace.armv.mil.

Corps Regulatory Official: 4}B' �.1��' ?> l� /it Date: 09/05/2023
Expiration Date of Verification: 3/15/2026

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.anny.mil/cm_apex/f?p=l 3 6:4:0
Copy furnished: Joe Myers / NCDEQ-DWR / 3800 Barrett Drive, Raleigh, North Carolina 27609

SPECIAL CONDITIONS
a. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the site. On September 14,
2022, the 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 in the Federal Register. Work associated with
the aforementioned activities not completed by that time must cease and the permittee must contact the
Corps' (RaleighNCREGgusace.4,M.mil) to determine if additional coordination with the USFWS is
required under Section 7 of the ESA prior to continuing work.

Action ID Number: SAW-2021-00985 County: Lee
Permittee: LGI Homes -NC, LLC., Josh Spiegel
Project Name: Deep River East Phase 2
Date Verification Issued: 09/05/2023
Project Manager: George Lyle Phillips III
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: George Lyle Phillips III
Raleigh Regulatory Office
U.S Army Corps of Engineers
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 authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

DEEP RIVER EAST PHASE 2
SITE DATA TABLE
EXISTING TRACT ACREAGE: 50.24 AC
TOTAL TRACT WETLANDS: 5.02 AC
TOTAL TRACT STREAMS: 0.72 AC (3,743 LF)
PROPOSED TRACT IMPERVIOUS AREA: 91.25 AC (44.7%) (3,974,850 SF)
PROPOSED NUMBER OF LOTS: 90
Know what's below.
Call before you dig.
ENVIRONMENTAL IMPACTS
SANFORD, LEE COUNTY, NORTH CAROLINA
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FUTURE DEEP 0q0
RIVER EAST PH1
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VICINITY MAP
1 " = 1500'
Sheet List Table
Sheet Number
Sheet Title
CWI-0.0
COVER SHEET
CWI-1.0
EXISTING CONDITIONS
CWI-2.0
OVERALL ENVIRONMENTAL IMPACTS
CWI-2.01
ENVIROMENTAL IMPACTS TABLE
CWI-2.1
ENVIRONMENTAL IMPACT 1
CWI-2.2
ENVIRONMENTAL IMPACT 2
CWI-2.3
ENVIRONMENTAL IMPACT 3
CWI-2.4
ENVIRONMENTAL IMPACT 4
CWI-2.5
ENVIRONMENTAL IMPACT 5
CWI-3.0
NOTES AND DETAILS
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PERMANENT
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20' UTILITY EASEMENTS
o
INV OUT 236.95 (MH 06)
/
w
245 245
PROPOSED GRADE
a
EXISTING GRADE
+
TEMPORARY STREAM IMPACT
2
p
/
FOR UTILITY CONSTRUCTION
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36 LF, 144 SF, 0.0033 AC
240
240
DATE
02/23/2022
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W
100-YEAR FLOODPLAIN
IMPACT LEGEND
TEMPORARY STREAM -BLUE
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Call before you dig.
15.
JOB NO.
48020
SHEE{T NO.
CW1-2.2

EXISTING GRADE
MH 6A
TOP 235.16
INV IN 229.70 (MH 06)
245 INV OUT 229.49 (MH 05)
MH 06
TOP 238.67
INV IN 230.94 (MH 77A)
INV IN 230.94 (MH 07)
INV OUT 230.74 (MH 6A)
245
MH 05
TOP 235.24
INV IN 227.87 (MH 6A)
INV OUT 227.67 (MH 04)
240
240
235
235
I
230
62
SDR-26
230
105 LF
$ pvc
@ 1 680/0
SDR -26
8 pUC
@ 1.55%
225
225
L
L
L6
N
N
N
N
-0+50 0+00 1+00 2+00
IMPACT 3 PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
5
N
0 50
PROFILE SCALE
Know what's below.
0 Call before you dig.
LEGEND
2+50
PROPERTY LINE
PROPOSED RIGHT OF WAY
— — PROPOSED LOT LINE
— — — — — — — — — BUILDING SETBACK
UTILITY EASEMENT
GREENWAY EASEMENT
DRAINAGE EASEMENT
NEUSE RIPARIAN BUFFER
OPEN SPACE
\[, EXISTING WETLANDS
0 0 0 0 0- - 100-YEAR FLOODPLAIN
/ °r /MH06
1
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0
00 1 / 1+ 11 II PERMANENT CONVERSION TO PEM WETLAND IMPACT 3
I I FOR UTILITY CONSTRUCTION
1 125 SF, 0.0029 AC SCALE 1 "=20'
I Od .
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I 0 \ + +
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16
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0
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DATE
0212312022
DRAWN BY
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DESIGNED BY
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CHECKED BY
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OB NO
48020
CWI-2.3

24n
MH 05
TOP 235.24
INV IN 227.87 (MH 6A)
INV OUT 227.67 (MH 04)
94n
MH 04
TOP 233.94
INV IN 225.79 (MH 05)
INV OUT 225.59 (MH 03)
235
_
EXISTING
_
GRADE
235
230
230
160 LF
225
8' PVC SD
@
-26
225
220
220
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N
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N
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-0+50 0+00 0 2+00
IMPACT 4PROFILE
F I L E
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
5
0 50
PROFILE SCALE
Know what's below.
Call before you dig.
LEGEND
2+50
PROPERTY LINE
PROPOSED RIGHT OF WAY
— — PROPOSED LOT LINE
— — — — — — — — — BUILDING SETBACK
UTILITY EASEMENT
GREENWAY EASEMENT
DRAINAGE EASEMENT
NEUSE RIPARIAN BUFFER
OPEN SPACE
EXISTING WETLANDS
100-YEAR FLOODPLAIN
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+� 0 20' 40'
PERMANENT CONVERSION TO PEM WETLAND IMPACT 4
FOR UTILITY CONSTRUCTION
548 SF, 0.0126 AC
/
IMPACT LEGEND
PERMANENT CONVERSION TO PEM WETLAND - LIGHT PURPLE
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0
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0212312022
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480020
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TEMPORARY STREAM IMPACT 5
ry E
TOP 230.76
FOR UTILITY CONSTRUCTION
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INV IN 221.21 (MH 04)
29 LF, 116 SF, 0.0027AC
235
INV OUT 221.01 (MH 02)
235
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INV OUT 220.23 (MH 01)
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EXISTING GRADE
225
106 LF
225
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DATE
0212312022
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DESIGNED
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15"
48"
92 LF
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APPROXIMATE
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•
SCALE
CENTERLINE OF @ 0.52%, — 0 20' 40,
INTERMITTENT STREAM
\
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•
1
215
215
•
•
PROPISED AERIAL CROSSING
CONCRETE PIERS PER CITY OF
SANFORD SPECIFICATIONS
20' UTILITY EASEMENT
20' SPACING
/ MH 2
210
210
0
cV p
N N N
5
IMPACT LEGEND
= a
d
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TEMPORARY STREAM - BLUE
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2+50
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IMPACT 50 PROFILE
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PROFILE SCALE
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PROPOSED RIGHT OF WAY
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— —
PROPOSED LOT LINE
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— — — — — — — —
— BUILDING SETBACK
O
W
— — —
— UTILITY EASEMENT
GREENWAY EASEMENT
DRAINAGE EASEMENT
NEUSE RIPARIAN BUFFER
OPEN SPACE
EXISTING WETLANDS
g
Know whars below.
Call before you dig.
0 0 0 0 0 0 0
100-YEAR FLOODPLAIN
]OB N0.
48020
SHEET NO.
CWI-2.5

E
0
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N E
PUMP ZONE
= z E
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p W �
DISCHARGE WITH STABLE OUTLET
(NOTE 3) OR ON BEDROCK
ACTIVE WORK ZONE
250' MAX
SUMP HOLE
LL m
0, o M
OR POOL
= m
.,
Table 6.10a
Table 6.10a Temporary Seeding Specifications for Fall
Table 6.10a Temporary Beetling Specifications for Summer P rY 9 P
ROCK SILT SCREEN
"�' •"
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Temporary Specifications
Seeding Mixture Species Rate (Ib /acre)
X
a v LL
Winter
for Winter and Early Spring
E
Seeding Mixture Species Rate (Ib/acre) Rye Grain 30
p
o
Seeding Mixture Spades Rate (Ib/acre)
German Millet 15
In the Piedmont and Mountains, a small -stemmed sundangrass may
In the Piedmont and Mountains, a small -stemmed sundangrass may
p.M
N
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x o,
a
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Rye Grain 30
be substituted at a rate of 501b/acre.
be substituted at a rate of 501b/acre.
S�F'9,{y
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Seeding Dates
Seeding Dates
Seeding Dates
\ 0"5
F� W
INTAKE HOSE
c iDm
w
Mountains 15-Aug to 15-Dec
N
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Mountains >2500 ft. 15-Feb to 15-May
Mountains 15-May to 15-Aug Coastal Plain and 15-Aug to 30-Dec
rn
0
Q500 ft. 1-Feb to 1-May
Piedmont 1-May to 15-Aug Piedmont
\
..
Piedmont 1-Jan to 1-May
Coastal Plain 15-Apr to 15-Aug
Coastal Plain 1-Dec to 15-Apr
Soil Amendments
Soil Amendments Follow recommendations of soil tests or apply 2 toNacre ground
I
\\\
Soil Amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
Follow recommendations of soil tests or apply 2 toNacre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer
I
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Mulch
agricultural limestone and 750 lb/acre 10-10-10 fertilizer Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. Use 400 gallons of tack per acre
IIyh4,0001b/acre Anchor by tacking with
1
I
/
un
i
Apply 4,000Ib/acre straw. Anchor straw by tacking wtth asphaR,
straw. straw asphalt, or straw covered with inned nettin
P g
\ 1 1 1
/
0
nettin or a mulch anchorin tool. Use 400 gallons of tack r acre
g g g
or strew covered with pinned netting.
or o mulch anchoring tool. Use 400 gallons of tack per acre
or straw covered with pinned netting. Maintenance
or
Repair and refertilize damaged areas immediately. Topdress with
Maintenance 501b/acre of nitrogen in March. If it is necessary to extent
DISCHARGE i r i
HOSE
p
w
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and
immediately following
Refertilize tt growth is not (ally adequate. Reseed, refertilize and tem ore cover beyond June 15, overseed with 50lb/acre Kobe
mulch immediately following erosion or damage. P �' y
Piedmont and Coastal Plain
( )
DEWATERING
FLOW
w
i
mulch erosion or damage.
late February or early March
ZSPECIALSTILLINGSIN
SEDIMENT PUMP ��
a
a
AS NEEDED
z
_
DIVERSION PUMP
4
o
PERMANENT SEED MIX ERNST CONSERVATION SEEDS NC PIEDMONT FACW MIX OR APPROVED EQUAL BY DESIGNER
RAW PUMP
>
DATE
APPLICATION RATE 20 LBS/AC. TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS. WITH ROCK PAD BASE FLOW
0212312022
PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS OR
STREAMS
DRAWN BY
331
NOTES.,
1. WORK AREA TO BE STABILIZED AT THE END OF EACH WORK
TEMPORARY SEEDING SPECIFICATIONS
DAY
2. ROCK SILT SCREENS REQUIRED FOR PUMP AROUND
DESIGNED BY
331
3
OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING.
•
SCALE: NOT TO SCALE
3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL
CHECKED BY
FOR ENERGY DISSIPATION AND 45' ELBOW INSTALLATION AT
•
THE END OF THE PIPING SO THAT THE WATER DISCHARGES
MVZ
VERTICALLY UP IN THE AIR. THE OUTLET WILL BE APPROVED
BY THE DESIGNER PRIOR TO PUMPING.
•
SCALE
NTS
CONSTRUCTION SEQUENCE
STEP 1 (PERIMETER CONTROLS)
STEP 2
STEP 3
1.
PRIOR TO CLEARING TREES, GRUBBING, OR
1. APPROACH STREAM AND
1. GRADE STREAM CHANNEL SUCH THAT
DISTURBING THE SITE, CLEAR A 15' WIDE STRIP OF
REPLACE CULVERT BEDDING
STREAM WATER IS DIVERTED INTO PIPE 1.
TREES AND INSTALL DOUBLE ROW OF SILT FENCE
SOILS WITH STRUCTURAL FILL
AND A REINFORCED SILT FENCE OUTLET ALONG THE
AND COMPACT SOIL TO 95%-
2, KEEP PORTION OF COFFER DAM IN PLACE
TOP OF NORTHERN STREAM BANK. DO NOT CROSS
COORDINATE WITH OWNER'S
FOR ADDITIONAL SUPPORT OF PIPE 1 IF
OR IMPACT THE STREAM.
GEOTECHNICAL TESTING
NEEDED.
AGENCY.
0
(V
2.
ENTER THE SITE CLEAR A 15' WIDE STRIP OF TREES
3. REPLACE CULVERT BEDDING SOILS WITH
AND INSTALL DOUBLE ROW OF SILT FENCE AND A
2. INSTALL CULVERT PIPE 1 IN THE
STRUCTURAL FILL AND COMPACT SOIL TO
= a
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a o
REINFORCED SILT FENCE OUTLET ALONG THE TOP OF
DRY. DURING INSTALLATION
(
o
95 /D. COORDINATE WITH OWNER'S
0
J
SOUTHERN STREAM BANK. DO NOT CROSS OR
OF THE CULVERT, EXPOSED
GEOTECHNICAL TESTING AGENCY.
v
Q
IMPACT THE STREAM.
AREAS NOT BEING WORKED
SHOULD BE STABILIZED.)
4. INSTALL PIPE 2 IN THE DRY. (DURING
Q 0
Lu
0
3.
CONTACT THE CIVIL ENGINEER FOR AN INSPECTION
INSTALLATION OF THE CULVERT, EXPOSED
LLJ
OF THE INSTALLED SILT FENCE AND WHEN
3. FILL OVER PIPE 1 TO ELEVATION
AREAS NOT BEING WORKED SHOULD BE
z
APPROVED, INSTALL THE REMAINING EROSION
273 AND INSTALL RIPRAP. KEEP
STABILIZED.)
0
Q
CONTROL MEASURES SHOWN IN CONSTRUCTION
STREAM FLOWING.
W
U)
SEQUENCE STEP 2 AND 3.
5. DO NOT DISTURB BEYOND 5LF OF THE
u,
i
LLI
4. SURVEY THE EXISTING NORMAL
RIPRAP PADS (STREAM BED IMPACTS
0
O
4.
STABILIZE DISTURBED GROUND WITH TEMPORARY
STREAMBED ELEVATIONS AT
SHALL ONLY BE WITHIN THE LIMITS
°
z
SEEDING AND TEMPORARY SLOPE LININGS DAILY.
THE UPSTREAM AND
AUTHORIZED BY THE NATIONWIDE
d N
DOWNSTREAM ENDS OF THE
PERMIT).
W
5.
COORDINATE WITH CIVIL ENGINEER ONCE
PERMANENT CULVERT PIPE.
LU
CENTERLINE OF STREAM AND ALIGNMENT OF
RECORD THESE ELEVATIONS
6. INSTALL ROAD AND REMAINING
O
in
CULVERTS ARE CONFIRMED PRIOR TO INSTALLATION.
FOR FUTURE REFERENCE.
INFRASTRUCTURE.
6.
INSTALL COFFER DAM AND PUMP WATER AROUND
5. STABILIZE DISTURBED GROUND
7, INSTALL ADDITIONAL EROSION CONTROL
THE WORK AREA.
WITH TEMPORARY SEEDING
DEVICES AS REQUIRED DURING
AND TEMPORARY SLOPE
CONSTRUCTION.
7.
COORDINATE WITH NCDEQ TO INSPECT PUMP
LININGS DAILY.
PASS -AROUND DEVICES.
8. STABILIZE DISTURBED GROUND WITH
TEMPORARY SEEDING AND TEMPORARY
SLOPE LININGS DAILY.
-
Knowwhat's below.
-JOB N0.
48020
Call before you dig.
SHEET NO.
CWI-3.0