20201102 Ver 1_USACE Permit_20201009

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01884 County: Guilford U.S.G.S. Quad: NC-McLeansville
GENERAL PERNHT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City Switch II -A, LLC
Attn: Jason Groseclose
Address: 1900 Century Place, Suite 320
Atlanta, GA 30345
Size (acres) —7.46 Nearest Town McLeansville
Nearest Waterway UT to North Buffalo Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.1149,-79.7088
Location description: The project area is located on the south side of Camp Burton Road, approximately 0.25 mile east of its
intersection with Rankin Mill Road, at 4226 Camp Burton Road, in McLeansville, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 46 linear feet
(0.005 acre) of stream channel (all a loss of waters of the US ) and 0.04 acre of riparian non-riverine wetlands, necessary for
the installation of one road crossing for construction access and long-term maintenance of a cellular tower.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 39. Commercial and Institutional Developments
REMARKS: The use of this permit has been verified After -the -Fact.
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 enclosed
Conditions, your application signed and dated 8/27/2020, and revised information sent via email on 10/9/2020, and the enclosed
plans Sheet Numbers C-1, C-2.1, and C-9.3. 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 authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide 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 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 permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide 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.
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 David E. Bailey at [phone] X 30 or David.E.Bailev2(&usace.armv.mil.
Corps Regulatory Official:
Expiration Date of Verification: 03/18/2022
% Date: 2020.10.0915:10:19
-04'00'
Date: 10/09/2020

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.army.mil/cm apex/f?p=136:4:0.
Copy furnished:
Nick Creidler, Headwater Environmental, Inc., 1121 Military Cutoff Road, Suite C #306, Wilmington, NC 28405
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

I
DRAINAGE NARRATIVE:
THE PROPOSED SITE DISTURBANCE FOR THIS CELL TOWER SITE
INCLUDES A 808' ONSITE ACCESS ROAD AND TURNAROUND, A
80'X80' NON -VEHICULAR GRAVEL COMPOUND, AND THE LANDSCAPE
AREA SURROUNDING THE 80' X 80' GRAVEL COMPOUND. THE TOTAL
PROPOSED DISTURBED AREA IS 40,487.52 SF (0.929 AC). THE
TOTAL PROPOSED DISTURBANCE AREA IS LESS THAN 1 ACRE. A
GRADING PERMIT IS NOT REQUIRED.
THIS AREA IS CURRENTLY UNDEVELOPED.
THE PRE -DEVELOPMENT FLOW RATE IS BASED ON THE RATIONAL
METHOD (Q=CiA), C=0.35, i=0.304 IN/HR, A=7.47 AC FOR A
1DO-YR 24-HR DESIGN STORM PER NOAA ATLAS 14 POINT
PRECIPITATION DATA.
THE POST -DEVELOPMENT FLOW RATE IS CALCULATED USING THE
RATIONAL METHOD WITH A WEIGHTED 'C' VALUE OF 0.38.
THE PRE -DEVELOPMENT IMPERVIOUS COVER HAS BEEN TREATED AS
0 SF AND THE POST DEVELOPMENT IMPERVIOUS COVER IS 16,455.34
SF. THE PARENT PARCEL IS 325,257.31 SF. THE PROPOSED POST
DEVELOPMENT IMPERVIOUS COVER IS 5.1%
Qpre = 0.795 CPS
Qpost = 0.863 CFS
THE PROPOSED DEVELOPMENT WILL RESULT IN AN INCREASE IN
STORMWATER RUNOFF OF 0.068 CFS.
WATERSHED INFORMATION:
NORTH BUFFALO CREEK
THE NORTH BUFFALO CREEK SUBWATERSHED (HUC12:
030300020105) IS IN THE REEDY FORK WATERSHED
(HUC10:0303000201) WITHIN THE HAW RIVER SUB BASIN
(HUC8: 030300002) WHICH IS A PART OF THE CAPE FEAR
RIVER BASIN (HUC6: 030300).
NOTE: EXISTING
ACCESS DRIVE SHALL CONSIST OF AN
"ALL- WEATHER" GRAVEL SURFACE.
PROPOSED 80' x 80'
FENCED GRAVEL COMPOUND
PROPOSED 100' x 100'
LEASE PARCEL
PROPOSED PARKING AND
TURNAROUND AREA
N/F
CHARLOTTE FOGLEMAN
PARCEL ID: 115371 ZONED -
AG -AGRICULTURAL
DB R 6723 PG 30
WETLAND LIMITS
EXISTING 12" RCP
c4mp
(4SPN6IJRTON Ro
60,�W�AD
—EXISTING RCP
EXISTING OVERHEAD
POWER
N/F
61D W&SITIRLEY TATUM
PARCEL ID: 115373
NED: AG -AGRICULTURAL
N/A
PROPOSED 12' WIDE /
GRAVEL ACCESS ROAD
PROPOSED 20' WIDE
ACCESS & UTILITY
EASEMENT
PARENT PARCEL
N/F
LAWRENCE B. MAY
PARCEL OF 115372 ZONED:
AG -AGRICULTURAL
DB 2602 PG 384
jk&Sk
FAND LIMITS EXIST. STREAM
SQ FT LEASE AREA
PROPOSED 220' SELF
SUPPORT TOWER
OOVERALL r0000000ioiaii000i000ioii
I .I 11 51 200
N/F
SHERRY E. CASEY
PARCEL ID: 115356
ZONED: RS-30
DB 4907 PG 1711
N/F
THE CITY OF GREENSBORO
PARCEL IF. 217968
ZONED: PI -UNKNOWN
DB R 8059 PG 2437
WETLAND TABLE:
STREAM LENGTH = 390' (PERENNIAL, WITHIN PARCEL)
STREAM WIDTH = 3' +/-
LENGTH OF STREAM IMPACTS 40' (CULVERT)
IUATCC.
1. SEE LEGEND, SITE DATA, AND GENERAL NOTES ON SHEETS
GN-1.
2. TOWER LATITUDE, LONGITUDE & ELEVATION MEET FAN-1-A"
ACCURACY REQUIREMENTS.
3. PROPOSED SELF-SUPPORT TOWER.
CENTER OF TOWER
LATITUDE: NORTH 36o06'50.39" (36.113997) NAD 83
LONGITUDE: WEST-79o42'32.86" (-79.709128) NAD 83
GROUND ELEVATION @ 747T A.M.S.L.
4. THE PERPENDICULAR DISTANCES FROM THE CENTER OF
PROPOSED TOWER TO PARENT TRACT BOUNDARY LINE WERE
ESTABLISHED FROM ACTUAL FIELD MEASUREMENTS AND
OBSERVATIONS PERFORMED BY POINT TO POINT LAND
SURVEYORS 2/182019. AND ARE AS FOLLOWS:
NORTH: 804.3't
SOUTH: 228.6't
EAST: 197.4't
WEST: 111.8't
5. EXISTING FEATURES SHOWN ARE BASED ON FIELD SURVEY
BY POINT TO POINT LAND SURVEYORS PERFORMED ON
2/182019.
6. THIS PLAN IS NOT A BOUNDARY SURVEY. PROPERTY
BOUNDARY INFORMATION SHOWN IS FOR REFERENCE ONLY.
POINT TO POINT LAND SURVEYORS DID NOT VERIFY
BOUNDARY AS PART OF THIS SURVEY. DEED BEARING AND
DISTANCE IN PARENTHESIS.
7. NO WETLANDS INVESTIGATION WAS PERFORMED AS PART
OF THIS SURVEY.
S. NO INVESTIGATION OF THE PRESENCE OF HAZARDOUS
MATERIALS WAS PERFORMED AS A PART OF THIS SURVEY.
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1�1PROJECT NO: 132151
11CH CK BY: DLS
ISSUED FOR:
9. UTILITIES SHOWN PER FIELD LOCATIONS FROM ABOVE
REV
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3-11 PnoR
GROUND INSPECTION OF THE SITE AND UTILITY MARK -OUTS IN
.
of /oz1.
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THE FIELD. UTILITIES THAT EXIST MAY NOT BE SHOWN.1
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10. CONTRACTOR TO VERIFY POWER & TELCO DEMARCS WITH
UTILITY PROVIDERS PRIOR TO BIDDING PROJECT.
B&T ENGINEERING,
INC.
C-4171
Expires 6/30/20
11. NO WATER, WASTEWATER, OR SEPTIC UTILITIES ARE
REQUIRED FOR THIS DEVELOPMENT.
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT
A FINAL, SIGNED
AND SEALED
FLOOD ZONE NOTE:
NO PORTION OF THIS PROPERTY IS LOCATED IN A
SPECIAL FLOOD AREA AS PER F.I.R.M. COMMUNITY
PANEL NO. 37107896003 DATED 6/18/2007.
OVERALL SITE
PLAN
SHEET NUMBER:
C-1

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\ _—t A (8o1ToM RIGI{r)
PROPOSED 197 LFt PROPOSED 20' WIDE
12' WIDE GRAVEL / \ ACCESS &UTILITY
ACCESS ROAD EASEMENT
v
\ PROP. UNDERGROUND
\ \\EC.
Conservative sca
\
\
\ \
\ PROP. UNDERGROUND
measurement of
wetland impact
TELCO ,
\ \ \
QQ
Q
\ \ PROPOSED AT&T 240
�� \ 3�SQ. FT. LEASE AREA
NOTES:
ACCESS DRIVE SHALL CONSIST OF AN
"ALL- WEATHER" GRAVEL SURFACE.
FG=744.7 _
\
\ ��
REFER TO SHEET E-2 FOR CARRIER
\
GROUND EQUIPMENT INFORMATION.
WETLAND LIMITS
FG=747.1 \ \\ \ \ \ \ \�
U�
FG=747.6 — FG=745.7
FG=747.1 _ G \ \ \ \
FG=747.2 TO \\ \ FG=742.4
12' DOUBLE— TOC=747.48 \ \ \
o SWING GATE \ \
=G=7477 \ \ \ PROPOSED SILT z
FENCE (TYP) c-e FG=747 WE
\ OV\ \\ TOTAL 230 LFt
\ 92 \
FG=749.0 \ \mom \ \
=G=748.4 \ E \ 2 \\ \
GRAVEL c�
FG=748.6 FG 749\ \ \ COMPOUND \9P \
1 PROPOSED V V A V �V V THE A
— — — P-a H-FRAME \ \ \ \ \ �Q \ SITE BEFORECONTRACTOR SHL MSIT THE
B DDINGAON THE WORK
\ \ \ \ \ \ F ST \ CONTAINED WTHIN THIS DESIGN
i PROPOSED 220' SELF \ 2
c� SUPPORT TOWER \ \ \ 1 \ PACKAGE. DISCREPANCIES AND
\ \ \\ \ \ \ \ FG=745.7 .aF\ \ OMISSIONS SHALL BE BROUGHT TO
PROPOSED 50' x 50' \ \ \ \ TO BIDDING. THE ENGINEER'S ATTENTION PRIOR
\ \ \
-�o FE \ED CO\POUN\ �\ \ \ \ \\ \\ \
'ss PROPOSED 100' x 100' \ \ \ n LEGEND
LEASE AREA \ \ \ s `r
\ � \ \ \ \ e 745 INDICATES EXISTING
CONTOUR
ss
o� FG=745.9 INDICATES FINISHED
GRADE ELEVATION
A PROPOSED IMPROVEMENTS PLAN/Illllli\
y-,,,,,,,,,,,
80
PROPOSED
c9 WIDE GRN
ROAD
FG=725.9
FG=725.5
REMOVE 26'
IXISTING 12" RCP �26
FG=725.8
TLAND LIMITS
14�
5
733
�731
�. PROPOSED 20' WIDE
ACCESS & UTILITY
EASEMENT
UNDERGROUND
3TALL TEMPORARY
INSTALL 40 L.F. 18" ADS N-12 S.D. PIPE WITH
/ END SECTIONS (OR APPROVED EQUAL) (SEE
DETAILS 1, 2 SHEET C-9.3)
FG=726.3
WETLAND LIMITS
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PBOI F.CT VO: 132151
CH CK BY: DLS
ISSUED FOR:
B&ExpireC fi/30/20NC.
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT
A FINAL, SIGNED
AND SEALED
PROPOSED
IMPROVEMENTS PLAN
SHEET NUMBER:
C-2.1

20'
ACCESS/UTILITIES
EASEMENT
PROPOSED TOP OF DRIVEWAY
(MAINTAIN 1' MIN COVER
OVER TOP OF PIPE) 12'
727 ---------------------------------- ----------------
EXISTING DRIVEWAY SURFACE-
726--------------------------------
FC=725.7- -----5_2�-�----
725 T.O.P.=724.50 -\ I \
724
723
722------------------------IE=722.80 _
PROPOSED 18" ADS N-12 HOPE PIPE W/
END SECTIONS OR APPROVED EOUAL, 20%
721 ---- STREAMBED BURIAL --
-1----------------------------------
FG=726.2
--- ---------------------
T.O.P-=724.61
________4EIT11NG
___ ___________________________________.
EXISTINGGROUND--- - - -----------------
SURFACE-.91.___ _PIPE END SECTION
()
_________ISTING 12" RCP STORM DRAIN, W/
INVERT PERCHED APPROX 2° ABOVE
FLOW LINE
STORM DRAIN PROFILE
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PROJECT VD: 132151
CHECKED BY: DLS
ISSUED FOR:
II B&T ENGINEERING, INC. GIIIIII
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT
A FINAL, SIGNED
ANJD CFAl.FD
ENGINEERING
DETAILS
SHEET NUMBER:
C-9.3

Action ID Number: SAW-2019-01884
Permittee: City Switch II -A, LLC (Attn: Jason Groseclose)
County: Guilford
Project Name: May site / cellular tower / 4226 Camp Burton Road / McLeansville / Guilford County /
Commereial
Date Verification Issued: 10/09/2020
Project Manager: David E. Bailey
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: David E. Bailey
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