20230739 Ver 1_USACE Permit_20231130

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-01945 County: Alamance U.S.G.S. Quad: NC-Gibsonville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: AF Elon, LLC
Attn: Jeff White
Address: 1330 Sunday Dr, Ste 105
Raleigh, NC 27607
E-mail: iwhite(a,Ereenhawkcorp.com
Size (acres) --58 Nearest Town Elon
Nearest Waterway UT to Travis Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude: 36.113928; 79.514933
Location description: The proiect site is located at the intersection of University Drive and Shallowford Church Road
approximately two miles west of NC-87 and two miles north of US-70 in the Town of Elon, Alamance County, NC.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.022 acre
(147 linear feet) of stream channel (0.003 acre [25 linear feet] of which is not a permanent loss of waters) and the temporary
discharge of fill material into 0.006 acre (381f) of stream channel necessary to construct access and infrastructure for the Parc
Northwest mixed use residential and commercial development.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
Authorization: Nationwide Permit 39
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 11/8/2023, and the enclosed plans Parc Northwest Sheets 1, 113, 4G, and 5A of 13
dated (Engineer's seal) 11/6/2023. 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 Julia Tillery at [phone]or iulia.a.tillerv(&usace.army.mil.
Corps Regulatory Official: Date: 11/30/2023
Expiration Date of Verification: 3/14/2026

SAW-2021-01945
SPECIAL CONDITIONS
1. 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' (Attn: Julia Tillery, (919)
440-1951 or [e-mail]) to determine if additional coordination with USFWS is
required under Section 7 of the ESA prior to continuing work.
2. Please note that future impacts and/or phases of the Parc Northwest development, and related activities
associated with Corps Action ID: SAW-2021-01945, may be considered part of a single and complete
project; these impacts may be considered cumulative with impacts authorized during earlier phases with
respect to compensatory mitigation and Nationwide Permit thresholds. Current cumulative impacts to
waters of the US for the Parc Northwest single and complete project include a total loss of 0.02 acre (122
linear feet) of stream channel (total potential waters of the US).
Corps Regulatory Official: Date: 11/30/2023
Expiration Date of Verification: 3/14/2026
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 https://re ug latory.ops.usace.army.miUcustomer-service-survey
Copy furnished:
Bradley Luckey, Pilot Environmental, [e-mail]
Seren Homer, NCDEQ-DWR, seren.homer&deq.nc.gov

RE51 DENTIAL
U5E ST
- 1 ODES DR ��/ (� (821 (81l o DEED BOOK 2322 PAGE 970 PLAT BOOK 70 PAGE 128 I
URAL GAS COMPANY RIGHT OF WAY AND EASEMENT. 83 T
T SPECIFIC TO LOCATION AND WIDTH. 50' EASEMENT CENTERED ON I `SOON pu8�\c R'� (84l v -- z c� Pow BASIS DEED AND PLAT FOR CABLE SQUARE __ 1 z (361 I CL (35l
=D ON RECORDED PLATS TO THE EAST AND WEST OF SURVEYED 52 ��� ($sl QVPRE� `� D' O m (52� I (49l �-__ O I - I CABLE C S'/�Q 1D9107 20 ELON-OSSIPEE RD
PRESENTATIVES OF PIEDMONT NATURAL GAS HAVE INDICATED A 50' I \� S �j1 (80� Q - O I m Gj�
v Cl) = SQUARE (l I` ` nZ \ NC SECONDARY ROAD 1504
LINE TABLE
Line
#
Bearing
Distance
L-1
S
17*24'14"
E
151.68'
L-2
N
76°09'40"
W
32.69'
L-3
S
13°02'46"
W
66.65'
L-4
S
30°39'09"
W
96.85'
L-5
S
29*12'26"
W
47.22'
L-6
S
19*40'10"
W
65.72'
EK TOEAT 128 PROPERTY LENE BELOW S "THE OPERTY LINE S THE COMMONLOW ARE ON BORDER WITH R % GpB��9` pG \ 0O p d - -_ - (43l I � � < J m -_ / 34 �` X=1 589.723 Un \ 1 / 1AS.'
/`
N m J - Q't (40) ; Q CABLE SQUARE I PB 75 i Y=861 .892 \ 60' PUBLIC R W
IPERTY AND CABLE SQUARE.THE RIGHT OF WAY LINES FOR PIEDMONT I I \ PB 1 -- OLO (48� (47� I � - '� cV PG 261 Cq o ` DB 312 PG 335
LINE AS SHOWN ON SURVEYED PROPERTY ARE CENTERED ON SAID -- - (46l (45l (\ 1 00 ai PB 75 PG 261 I 0 6 646.893`.
CABLE SQUARE SINGLE FAMILY 44 (37� / 6 jF / (33� �`� 30' EASEMENT TO SERVE t5`
D v \ SURVEYED PROPERTY C) \
i HOMEOWNERS ASSOCIATION, INC R' w(53) CABLE SQUARE SINGLE FAMILY CABLE SQUARE - i SQL Mo._.._.._.._.._.._.._.._.._.._.._.._..J �/ 3 DB 3764 PG 780 (1 m m ¢ay v HOME DEED_ _ _ _ COMMON ELEMENTS �g < m>=OWNERS ASSOCIATION, INC PB 77PG 466 1 DB 3564 PG 134_.._.._.._.._._.._.._.._.._.. I J (39) Yi CABLE 1DWER STEEL TOWERL iBOOK 2322 PAGE 970 .._._.._P 79..P.C..�.�1.._.. ��� aar >> F 32ON LINE. NO DEED - ""•r ° Nm� 1 rtr ELEMENTS < >m SQUARE ` i ,_�Sp_. -- P _____ 1 i CABLE SQUARE HOMEOWNERS ASSOCIATION, INC--ON ' G15 IND CATES
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JRVEYED PROPERTY Of kaQa�N -� ' PIPE PROPOSED
DICATE A 68' R/W. 1 63 7 a 6 9 14 ..- - - o- - - - - _ - __.. I \ AB
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DUKE POWER POLE •- _.._., PARCEL ID 77 PG 67 -' _" -" ( \\ REGULATOR I� a \' 17 /
RANSMISSION LINE. DEED 2 "-' -••-•• - 17352 & PARCEL 1 17351 "-" - - •-,.�663. - - -" G �\ P BL STATION- LINGTON PIPE \ 31 55'1
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DT SPECIFIC TO LOCATION I632.4"-"- -
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X
Travis Creek - I- -law River
12 DC-030300020404
10 DN-Back Creek - haw River
10 DC 0303000204
8 DC 03030002
RIVER BASIN: Cape Fear
12 DA 22,3 14.01 Ac.
Travis Creek - W5-V;N5W
Total Wetland Area on Site:
2.44+.23+.008+.3G = 3.038 Ac.
Total Stream Length on Site:
1 ,225+238+23+530 = 2,01 G If.
Action ID No. 5AW-202 1-01945
Stream to west = M5A
Stream to East = D5A
Town of Elon 5tormwater Designation M5-II
�:t:ical
(OVEN WIRE FENCE)
PED WITH BARBE
RUNS ALONG TH
OLLED ACCESS/OF
UNIVERSITY IVE
SURVEYOR'S LEGEND
671.0 671.7
X Cx
e
671. C
x
X 73.
Monument ■
Existing Iron Pin
Mathematical Point x
Power Pole •PP
Utility LineTransmission Line Line Tower
lop
Metal Fence 0-�
Fire Hydrant OFH
Water Valve 0
Man Hole •
Road Sign (Speed/etc) in
R/W Controlled Access e
A
Gas Line
R/W Indicator Post 0
Pipe Indicator Post O
LINETYPES
BOUNDARY
ADJOINING BOUNDARY
OLD BOUNDARY------------
EASEMENT-••-••-••-••-
GAS-..-..-..-..-..-.._
WATER -•-•-•-•-•-•-
COMMUNICATION ----------
WETLAND----- ----
ABBREVIATIONS
DB DEED BOOK
PB PLAT BOOK
PG PAGE
RD ROAD
DR DRIVE
RCP REINFORCED CONCRETE PIPE
NCDOT NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
PVMT PAVEMENT
ID IDENTIFICATION
` v � f ` PP
d
o \ "� N 89°47'22" W
350.00' TOTAL
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X
7 NCDOT ALUMINUM CAP RES 1 D E NT I AL
0
USE
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X
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zie• I - QWN CONTROLLED A
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X cO U5E X
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READ THE PERMIT - READ THE PLANS
USDA Soil Survey
Information
Cullen Clay G% to 10%D slopes
Frogsboro Sandy Loam G%D to 10%D slopes
Helena Sandy Loam 2% to 10% slopes
Iredell Loam 2% to G% slopes
Wynott-Enon complex 2 % to G% slopes
CALL '13E1=0RE YOU DIG! ITS THE LAW
ULOCO North Carolina One Call Center
1-800-632-4949
01 200' 4001
Graphic Scale
100,
SHEET
1,/13
rl I - I 0-221
LJ J LJ/ l� V I I
DRAWN IN THE U5A BY
I%
REVISIONS
I-3-POPP nA,t
1-13-2023 Master
Development plan
3r6 Submittal
10-24-2023 Stream Impact
Plan Update
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OR / IY 3�: STO
JRAL GAS COMPANY RIGHT OF WAY AND EASEMENT. Op6�OR'vJ �� \ (83) (82� (s1� o _ DEED BOOK 2322 PAGE 970 PLAT BOOK 70 PAGE 128 of I S2?N_ cq \
2 & DB 554 PG 805. �\E ( v \ v _ _ v - - I 0 Qf (351 - `,
�0 L\ (841 w _ BASIS DEED AND PLAT FOR CABLE SQUARE __ (l 1
T SPECIFIC TO LOCATION AND WIDTH. 50' EASEMENT CENTERED ON 1 \S PVg \ Z O I z U 36
D ON RECORDED PLATS TO THE EAST AND WEST OF SURVEYED 52 O RED W ,- C) J (g2 ! L I O J v 1 / ` Q �R 7 O ELON-OSSIPEE RD
i 85 ` Q\' P li L(j O m WITHIN PUBLIC RIGNTC (49� �- - - _ _ V) m CABLE
:PRESENTATIVES OF PIEDMONT NATURAL GAS HAVE INDICATED A 50' 1 \/ - S 51 (1 Q F- WAY, COORDINATE WITH I �Ji ��
1 \ 80 TOWN Of _ __ - I _J a- __� SQUARE (34) \ ` NC SECONDARY ROAD 1504
E. THEPROPERTYLT 128 INE BELOW ISS "THE THECOMMONERTY LINE BORDERWITOW ARE ON H CPB\�9 PG v AB°SOKCIATIONABLES / (431 Yc�O < Q 0 PB 75 / v %` X=1 589.723 ll- \
PERT Y AND CABLE SOUARE.THE RIGHT OF WAY LINES FOR PIEDMONT I I PB � V) O N / (l Q (40) Ir _ CABLE SQUARE 1 / C Y=861 .892 7J 60 PUBLIC R W
-- _ LO 48 (47) (46) (451 (� `� 1 = 9 ,� PB 75 PG 261 1 PG 261 / A 9� 646.893`. 0 DB 312 PG 335
LINE AS SHOWN ON SURVEYED PROPERTY ARE CENTERED ON SAID CABLE SQUARE SINGLE FAMILY v -- 44 \ 6 �1 (33) �` 30' EASEMENT TO SERVE rs
!!TOWN OF TION STANDARD SIDEWALKAND •� (n (371 `� / v \ , n
I I HOMEOWNERS ASSOCIATION, INC F - cnB�E5TOREMOVEFE°CE.MATC„�°TNG T°""°R _ DEED
-"-"-"-"-"-"-"-"-"-"...... J I r f 053 CABLE SQUARE SINGLE FAMILY CABLE S ARE v A` CR SQ
SURVEYED PROPERTY
DB 3764 PG 780 m pyyy y.J71 L� LINE AND GUTTrRAFLOW ROUGH EDGER. Q WAY. COORDI RITE 1r TH / n \ BOOK 2322 PAGE 970
(791 Q m tGV, PRESERVE GUTTER FLow uNE, AND REPA51K HOMEOWNERS ASSOCIATION, INC PB 77 PG 466 I �> -_ TdOWNCOF°ELOINAPUBLIC„ ' N ` v
-__.._.._.._.._.._. _. _. _. _. COMMON ELEMENTS - c� m m>Z ,� ALLDITUK51DARFAS 5EEDSTRAYANDSTABILI2B! W G p •
)WER STEEL TOWER - DB Sr, (l F 32 1 \
LINE TABLE
Line
# Bearing
Distance
L-1
S 17*24'14"
E
151.68'
L-2
N 76.09'40"
W
32.69'
L-3
S 13'02'46"
W
66.65'
L-4
S 30'39'09"
W
96.85'
L-5
S 29*12'26"
W
47.22'
L-6
S 19*40'10"
W
172'
L M 1N4S ES
cn I _� PB_7.�,P.. 174920 TT g{ORM ORALN
1 m 3s� CABL
6. 5ASSOCIATION,
L 87. PARCEL ID 174920 50 ASSOCIATION y>>
)N LINE. NO DEED Q o I � _. „ _ ELEMENTS T Q m m>� ARE w _ ___ _ 0 ,
- w - mZ 1 TI oSALR. rD i CABLE SQUARE HOMEOWNERS INC -- DB 2896 PG 486
5 GwC R/`" N&T \
FOUND GRANTING -"- c� Ln - - -- PB 77 PG 466 _ _ _ 1 _ _ a GOAMNICATION �8 PE+s�7 ONE MATGn i
NAY OR EASEMENT. - + g• g __ _ I 5nNG51DEwALK •
PLATS EAST AND\- --.._.._.._.._.._. _ Top _ -.. _..
- T S
PARCEL ID 173512 P
67' PA_ ID 17
-..-..-. 8 4'0 »
PG 46
EL ID 17351 1'
-.._.._.._.._.._....- 10 _
.._.._.._.._.._.._.._.._.._. _ -- PARCECOMMOLN ID 1 M 0715�
IRVEYED PROPERTY �'-��aaN -�` PIPE LI1o11 _ o alai -..- - J PB 3 PG 11 _� �Q
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DUKE POWER POLE -�' �'- - _• N I - --..-..-..-..-..- COMMON ELEMENTS PB567 PG 139 -..--..-..-..-..-..-..- - - -..-.. N�� '�.•//� \\ .al �_ ,:'!�•• �._.._.._.._._.IT10P. ..=PJEDMS?N_T NATURAL' \GAS 78.97' / L..-..-..-..Fill,_
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MANNING AVENUE
SANITARY SEWER OUTFALL \2,Ts`"
20' EASEMENT
DB 526 PAGE 920��/ i AR�s- _ �"-Y�. m _ , 2 tiq �� \ �\\
DB 529 PAGE 167
PB 34 PG 132 / / 11 a
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\ \� SET IN 88'46'01" W- N 88'56'09 W
TREE 395.29' POLE SHED 159.25'
\ \ STUMP )ENCROACHES R®AR
/ POLE 0.8' • i
\ EAVE 3.1• / PAINT OF
DEBBIE JEAN HINSHAW / � o
\ ADJOINER'S TOWN OF ' o, EGINNING. G 'S; •�
ROSEANNA D. YANCEY POLE SHED / /\ 2 .�� 6:
\ \ JANICE ALPERTSON ENCROACHES / ELON COLLEGE A 0� / o /
\ \ POLE 0.8: /DB 402 PG 626
DEED BOOK 1395 EAVE 3.1
WELL SITE 2
\ \ PAGE 374 / PB 16 PG 40;/ f
\ \ PARCEL ID / PARCEL ID/ a /
�i
109293 I,•I
\ \ 109294i' , �� `� •C GEOD"C STATION
"MANNIN "
NC GRrIC00RDINATES
\ \ • \ / �- ��`� N )359 239.28
E j 1,847,163.46
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G ALUMINUM
CAP
C NALUM NUM PGGO`�'N�O
CAP P1,1. e0
G'\
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EDGf p
3p3 59 NCDOT C
ALUMINUM e e
C CAP WOVEN WIRE FENCE A
'59" E A TOPPED WITH BARBED OFF5ITE DRAIN GE SHALL BE DIRECTED
A`34,8
/ N 74•'o WIRE RUNS ALONG THE HROUGH THE DE ELOPMENT AREA TO THE 9
CONTROLLED ACCESS OF PRECONSTRUCTI N POINT OF DISCHARGE 45.91'
C UNIVERSITY DRIVE
E A OFF SITE DRAI E SHALL FLOW THROUGH N 01.52'22" E
NCDOT EMSTING IRON PIPE
ALUMINUM
CAP (/+ �S
W
NO ON5TREET PARKING IS ALLOWED ON
PRIVATE ALLEYS AND ON PUBLIC STREETS
27' b-b OR NARROWER.
S
NR-CAD Zoning West Of This Lined VC-CPD Zoning East Of Th15 Line
With TND Overlay Conditional Rezoning Case # RZ-2022-02
\ WETLANDS
SWA
1 - 1 4-2023 Planning Note: Mixed -Use Building Floor Area Limits and Uses Table
\ lot 500: 88,0005f. 22,0005f. Nonresidential Use / 88,0005f. Residential Use
lot 501 : 89,2005f. 22,3005f. Nonresidential Use / 89,2005f. Residential Use
\ \ lot 502: 70,5005f. 23,5005f. Nonresidential Use / 70,5005f. Residential Use
•\
A \ Note: Mixed -use buildings conslsting of: multifamily above commercial, commercial, retail, office, apartment and
nonresidential uses, unit counts and densities may be transferred between buildings and floors as long as the
STREAK' maximums in the development standards chart are maintained (ref. Ca5e#RZ-2022-02). Footprints Indicated
hereon are preliminary and subject to change at the construction drawing stage. Construction Plans shall be in
substantial compliance with this Development Plan.
OFFSITE DRAINAGE SHALL BE DIRECTED
THROUGH THE DEVELOPMENT AREA TO THE
PRECON5TRUCTION POINT OF DISCHARGE
OFF SITE DRAINAGE SHALL FLOW THROUGH
STREET NAMES WILL BE PROVIDED
ON THE CONSTRUCTION PLANS
SEQUENCE OF CONSTRUCTION PHASES
PHASE I
PHASE 2
�PHASE 3�
PHASE 3A PHASE 35 PHASE 3C
THIS PROJECT IS LOCATED WITHIN THE
JORDAN LAKE WATERSHED. THE SITE
SHALL MEET ALL WATER QUALITY
MANAGEMENT PLAN REQUIREMENTS.
BUFFER ZONE GUIDELINES
0'-30' Zone I - UNDISTURBED
30'-50' Zone 2 - GRADING ALLOWED
PHASE I Includes:
1.) Water Main in University Drive from W1111am5on to Western Parc Project
Property Line Extended.
2.) Any NCDOT required improvements at the westernmost University Drive
connection to Phase I Street Access.
PHASE 2 includes:
I .) Any NCDOT required improvements at the easternmost University Drive
connection to Phase 2 Street Access.
2.) Meandering Parc Project frontage sidewalk north of and along University
Drive west from Shallowford Church Road.
3.) Street, Waterline and Sidewalk Connections to Cable Square.
4.) University Drive and W111lam5on Ave. / Shallowford Church Rd.
Intersection improvements north of University Drive to the proposed water
main connection in Shallowford Church Rd. and west of Williamson Ave. /
Shallowford Church Rd.
PHASE 35 includes:
I .) Williamson Ave. sidewalk south of University Drive.
PHASE 3C includes:
1.) Shallowford Church Road / Elon Ossipee Road sidewalk walk west of
Shallowford Road and North of University Drive.
SURVEYOR'S LEGEND
Monument ■
Existing Iron Pin
Mathematical Point x
Power Pole •pp
Utility Line-k--A-
Transmission Line Tower
Metal Fence o--- o--- 0---0.-
Fire Hydrant OFH
Water Valve 0
Man Hole •
Road Sign (Speed/etc) 13
R/W Controlled Access e
A
Gas Line
R/W Indicator Post
Pipe Indicator Post O
LINETYPES
BOUNDARY
ADJOINING BOUNDARY
OLD BOUNDARY------------
EASEMENT-••-'•-•--'•-
GAS-..-..-..-..-..-.._
WATER -•-•-•-•-•-•-
COMMUNICATION ----------
WETLAND - - - - - - -
ABBREVIATIONS
DB DEED BOOK
PB PLAT BOOK
PG PAGE
RD ROAD
DR DRIVE
RCP REINFORCED CONCRETE PIPE
NCDOT NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
PVMT PAVEMENT
ID IDENTIFICATION
READ THE PERMIT - READ THE PLANS
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% 350.00' TO-
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ALUMINUM CAP
CONTROLLED ACCESS
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CALL BE1=0RE YOU DIG! ITS THE LAW
ULOCO North Carolina One Call Center
1-800-632-4949
0' 200' 4001
Graphic Scale
Scale: 111 = 1001
SHEET
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JAIL
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DRAWN IN TI1E USA BY
REVISIONS N I
n 3 2023 aster
1-13-2023 Master
Development plan
3rd 51jbrtt.1 - New sheet
Required
1-23-2023 Master
Development plan
4th 5ubm,ttal - New Sheet
Rc qmU ed
4th S^ubm„ttal ^New Sheet
Phase Sequence Chart
5-1 7-2023 L05 Comments
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DISCHARGE
DOWN STREAM BEYOND
WORKING AREA PARALLEL
WITH FLOW CHANNELON
SAND BAG TO AT OR
\
BEDROCK OR IN'dA, 1,W
ED geot OK1.1iI ender R)P RAP
1 ABOVE TOP OF BANK
O PWNGEAND 5PLA5HPAD
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G� WRAPPING ENTIRE DIKE
WITH IMPERMEABLE
TOP OF BANK
NypJ x�
MEMBRANE, TARP OR
OTHER WATER PROOF
O 5AA
BAG
MATERIAL
1
SAND
RAG AND
Ill
BAG BRND AG BB AG
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PROPOSED 8" SEWER MAIN
L j I
FROM SITE.
Exca tion Neat -line one bucket width or sufficient to lay
MP j
pipe and carrier pipe.
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THROW SPOILS TOWARD PROJECT SIDE OF STREAM
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WITHIN SILT FENCE AREAS OR HAUL TO UPLAND SITE
SAND O SAND
BAG
AREA
BAG
BAD BRAG B� EAR
\SAND BAG TO AT OR
1 j
ABOVE TOP OF BANK
1
OP OFBANK
WRAPPING ENTIRE DIKE
(typ )
WITH NON WOVEN
GE OTEXTILE FILTER (Goz.
or heavier) FABRIC
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EXISTING SANITARY
SDN,P
SEWER MAIN
(Proposed Tie To Existing)
Backflllmg wltn washed #G7 stone
CK055ING
anci Native from
DETAILS (NOT TO SCALE) exavatonover carrierppe.
G" RIPRAP / Native Material
Armor above.
P
TOP OF BANK
(typ.)
TOP OF BANK
typ.
SUMP
DISCHARGE
C��O
--------------
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_— — — — — — —
RMAIN—Q
EXISTING SANITARY SEWS _---__
--------------
Tc eNCH
Neat -line Evcav'ation bucket width to
suNicient depth to establisM1 line aM grade and
with career pipe.
CR055ING IMPACT DATA TABLE AND 5YM50L LEGEND:
2 Permanent Impact from Culvert / Wall Fill 1221f. / 771 sf. (9-28-23)
Permanent p p Imp Y act from keyed in RI Rap Armor 251f. / 191 sf.*
* Permanent Impact from sewer crossing under
streambed Is Included In this area
Tempo
rary Y Imp 9 act from dewaterin hole: 4' x 4' = I Gsf.
Temporary length of total stream Impact from dewatering operations:
38 If / 220 sf. (from dewater hole to pipe Invert In.)
Note: For any areas of temporary stream Impact, the stream bed
and banks shall be restored to preconstruction elevations and
stablllzed with herbaceous seed mix and biodegradable matting.
Total Length of temporary impact due to dewatering: 159 If.
Total Area of temporary impact due to dewatering: I , I GG sf.
THE L.E.A.D.S. GROUP, P.A.
505 EAST DAVIS STREET
BURLINGTON, NC 27215
phone: [phone]
Land Engineering And Development Services fax: [phone]
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1-21-1045
PROJECT NUMBER:
PROPOSAL NUMBER:
GG5
GGO
G55
G50
G45
G40
G35
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SEWER MAIN:
The sewer main shall be Installed beneath the
keyed -in rip rap channel armor. O
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5TREET '' I '' FROEI LE AND CREEK CRO551 NG
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VI ELEV. 645.3
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R05SING OCCURS DOWNSTREAM
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A: 8+83.79
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MECHANICALLY RE
TRANED
JOINTS THROUGH
ET: G9. 1 7 L
THE C
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ER PIPE
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CREEK CR0551 NG
PLAN � PR0fI LE
RS
CREEK CROSSING NOTE:
The sewer main creek crossing shall be subsurface in
accordance with NCDWR minimum design criteria.
SEWER CROSSING NOTE:
SEWER CROSSING NOTE: Bottom of Stream Elevation: G34
Notice that the sewer main does not 5jo under the Top of Proposed Casing Elevation: G33.2
Crossing Culvert. The water main and street storm
drainage are located over the Crossin Culvert.
PROJECT:
PARC
NORTHWEST
Town of Elon
Alarrance County, North Carolina
Profile Horizontal Graphic Scale
Scale: 1 " = 40'
GG5
GGO
G55
G50
t3R
G40
G35
G30
CALL BEFORE YOU DIG! IT5 THE LAW
ULOCO North Carolina One Call Center
1-800-632-4949
CREEK CRO551 NG
WITH IMPACT TABLE
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READ THE PERMIT - READ THE PLANS
SHEET
5A 13
C-1939

O' 80' 1 GO'
Profile Horizontal Graphic Scale
Scale: 1 " = 40'
preconstruction flow
path from 42" rcp
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Top of
Grate:GG3
READ THE PERMIT - READ THE PLANS
CALL DEEORE YOU DIG! ITS THE LAW
ULOCO North Carolina One Call Center
1-800-632-4949
IVlain to Km
w
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FH (all typ.)
GV and
HYD TEE
24" rcp penetration m5e wall
to existing headwater and riprap armor
G70
GG5
G55
G50
THE L.E.A.D.S. GROUP, P.A.
505 EAST DAVIS STREET
BURLINGTON, NC 27215
phone: [phone]
Land Engineering And Development Services fax: (336) 2C# 1939
Proposed M5E fill wall
with 24" rcp penetration
to daylight
15 If. from proposed limits
Of disturbance to the
beginning of stream
LD
15 If. from the end of
rip rap armor to the
beginning of stream
Proposed grade
Ex�St� � grade
\u
RCP 24" inv. out: G57
to I G If. rip rap armor
key -in below CL Goz.
geotextile under
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PROPOSED 42" OFFSITE
postconstruction flow
path from 42" rcp
1-21-1045
PROJECT NUMBER-
PROPOSAL NUMBER-
sin
124.55 35.—G�— 5
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20+00 '® w
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postconstruction flow
ROAD 7 path from 24" rcp
SIGN
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PREDEVELOP PATH
DRAINAGE �
instruction
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University Urive - Williamson Avenue - Clon U55ipee I Z" Water Main
i
WELL
1NCDOT ALUMINI.
BEGIN CONTROL
TIE TO EXST. WATER
PER TOWN OF ELON
STANDARD
SPECIFICATIONS
AND DETAILS TOWN
12" MAIN -ALL MECr
JOINT RESTRAINTS
AND CONCRETE BLO
NCDOT
ALUMINUM
•
CROSSING IMPACT DATA TADLE AND
5YMD0L LEGEND:
1
• • •
—
— Permanent Impact from Culvert / Wall Fill Olf. / 05f.
1
, ►•,
�;MO
—'.■_
v
Permanent Impact from keyed in Rip Rap Armor
Olf. / 0 5f.
1
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MISSION
1014
n 24924
PLAN PROEI LE
0' PPOJECT:
PARC NORTHWEST
Town of Elon Al-- ­County, North Carolina
Water Main Extension
Elon 055ipee to University Drive
FROM STA. 1 2+00 TO STA. 24+7G.49
G80
G75
G70
GG5
-Off
G55
G50
G45
G40
4G 13
C-1939

Action ID Number: SAW-2021-01945 County: Alamance
Permittee: AF Elon, LLC, Attn: Jeff White
Project Name: Parc Northwest
Date Verification Issued: 11/30/2023
Project Manager: Julia Tillery
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: Julia Tillery
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