20080902 Ver 2_More Information Received_20220609 (2)

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2008-01696 County: Chatham U.S.G.S. Quad: NC -Bynum
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Laurel Ridge Development Inc.
Hadley Kirkland
Address:
PO Box 5689
Cary, NC 27312
Telephone Number:
919-417-2990
E-mail:
hadlevAswainco.com
Size (acres) 70 Nearest Town Pittsboro
Nearest Waterway Haw River River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude: 35.8106
Longitude:-79.2117
Location description: The project site is approximately 70 acres located adjacent to Old Graham Road, and bordered to the
north by Rockrest Road, near the town of Pittsboro, Chatham County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 69 LF (291
SF/0.006 acres) of stream channel; permanent -no permanent loss impacts to 38 LF (109 SF/0.002 acres) of stream channel;
and temporary stream channel impacts to 30 LF (146 SF/0.003 acres) of stream channel for the installation of two culverted
driveway crossing. No mitigation is required for this proposal.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 29-Residential Development
SEE ATTACHED NW? 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 5/18/2022, and the enclosed plans entitled "Laurel Ridge Phase 2B" recieved
5/18/2022. 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 James Lastinger at 919-554-4884 ext 32or James.C.Lastingernusace.army.mil.
Corps Regulatory Official: cmto .,,,_.� Date: 6/7/2022
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.army.mil/cm_apex/Pp=13 6:4:0
Copy furnished:
Agent: Soil and Environmental Consultants
Camden Brunick
Address: 8412 Falls of Neuse Road, suite 104
Raleigh, NC 27615
Telephone Number: 919-846-5900
E-mail: cbrunickAsandec.com

Action ID Number: SAW-2008-01696 County: Chatham
Permittee: Laurel Ridge Development Inc., Hadley Kirkland
Project Name: Laurel Ridge, phase 2B
Date Verification Issued: 6/7/2022
Project Manager: James Lastinger
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: James Lastinger
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

EST�OABI—SR9�7�
\ \ \ as
\ \ \ 51 50 \\
\ \ DRAINAGE
\ \\ as II --�EASEME�T a5
\ \\ EXISTING 20'
\\ DRAINAGE 34 JORDAN LAKE
\ as I \ \ \\ T n RIPARIAN BUFFER
\ \ \ X I 1 STREAM C
\ I \\ \\ I Z a3
\ O
DRIVEWAY CROSSI 3sR I
EXISITING \ \
\ \,Q' COLONIAL1\
EAS€MENT
\ \ RIVE CROSSING #2
\ \ 36R
STREAM B
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX. [phone]
co
NORTH
400' 0 400' 800'
SCALE: 1" = 400'
REVISIONS:
OVERALL IMPACT TOTALS
ZONE 1 ROAD IMPACT
5,689 SF
ZONE 2 ROAD IMPACT
2,809 SF
PERMANENT STREAM IMPACT
291 SF
69 LF
PERMANENT STREAM IMPACT NO LOSS
109 SF
38 LF
TEMPORARY STREAM IMPACT
146 SF
30 LF
NOTE: IMPACT REQUIRED FOR RESIDENTIAL LOT
ACCESS.
LAUREL RIDGE PHASE 213
OVERALL KEY MAP
CHATHAM COUNTY, NC
SHEET 1

((fl (v�
)1� s'
�JIIJill
Tin'
SHEET 2
40
4 REVISIONS: LAUREL RIDGE PHASE 2B
CE GROUP
301 GLENWOOD AVE. EXISTING CONDITIONS MAP
SUITE 220 NORTH
RALEIGH,NC 27603 400' 0 400' 800'
PHONE: [phone]
FAX:[phone] CHATHAM COUNTY, NC
SCALE: 1" = 400'

\ m 01 LOT LINE
Q ZONE 2 30' 20NE
\\
'
30 2 ONEIB�FFER I
� BUFFER � IBUFFER
/
�
\ Y
r
TOP OF BANK
�
\ o TEMPORARY STREAM
I
\ \ R
1
o IMPACT 71 SF
\ ZONE1ROAD
w I
\ \
\
34R \ GT 1,574 SF
ZONE 2 ROAD IM T O IMPAI/
c i
I
\
I
844 SF \
PERMANENT STREAM
I
IMPACT 199 SF
ZONE 1 ROAD
A
�■■r■ut■nru■r�� ■� r l l
�aoutu■uu■gogooliAll
•■ut■nir.cunu� - �•
D MIT
■■:::ice ::::::
�■■■.�■:��!i�:::i� I ILI i:ZONE /2ROAD'IMPACT/
22on
ins►
PROPOSED LIMIT
OF DISTURBANCE
w■■u■.rur� �r��r►_ �ys��u.Llur�nnn■pu.
.nLlnLla■n.Llan� -_.� Llano *■■■■■■■
mass
AN 11,12
1) RCP WITH 1'BURIED
R AQUATIC PASSAGE
427.0 31 '•• _�� ILln■a■a■a■��Ll�n■�
•
••• • I.
TF
16 SF
Owl -■.■■on,
■nsor
�4 IMPACT NO LOSS
(RIPRAP) 71 SF
• , 1 /
STONE22.5" THICK CLASS 1
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
20' 0 20' 40'
SCALE: 1" = 20'
REVISIONS:
IMPACT TOTALS
ZONE 1 ROAD IMPACT
3,174 SF
ZONE 2 ROAD IMPACT
1,725 SF
PERMANENT STREAM IMPACT
199 SF
39 LF
PERMANENT STREAM IMPACT NO LOSS
71 SF
16 LF
TEMPORARY STREAM IMPACT
87 SF
15 LF
ZONE 1 ROAD IMPACT
ZONE 2 ROAD IMPACT
STREAM IMPACT
STREAM IMPACT NO LOSS (RIP RAP)
■ x �
# x ■ # x ' # • x = TEMPORARY STREAM IMPACT
# # # # x # # # # #
#
NOTE: UPSTREAM IMPACT INCLUDES TEMPORARY
CLEAN WATER DIKE FOR BYPASS PUMPING PER
DETAIL.
NORTH SHEET 3
LAUREL RIDGE PHASE 2B - LOT 34R/35R
DRIVEWAY CROSSING # 1
COMBINED DRIVEWAY CROSSING
CHATHAM COUNTY, NC

435
43C
42E
4'
20'
4'
DRIVEWAY
PROPOSED
GRADE
SERVICE
RECAST
SEWER
SERVICE
PRECAST
HEADWALL
(1) 30" RCP (32 LF)
(1) 36" RCP (32 LF)
BURIED 1' FOR
_AQUATIC PASSAGE30"
RCP
30"
RCP
\
INV OUT=426.0
INV
IN=427.0
v
EXISTI
STREAM
36" RCP
INV I1\4=42 .
36" RCP
V OUT=425.0
D50=10"
DMAx=15"
8'(W)x21.3'(L)
22.5" THICK
CLASS 1 STONE
RIPRAP
435
430
W7
20 30 40 50 60 70 80 90 100 110 120125
NOTE: PROPOSED RIP RAP TO MATCH EXISTING CHANNEL
GEOMETRY
SHEET 4
CE GROUP REVISIONS: LAUREL RIDGE PHASE 213
301 GLENWOOD AVE. DRIVEWAY CROSSING # 1 PROFILE
SUITE 220
RALEIGH,NC 27603 20' 0 20' 40' (LOT 34R/35R)
PHONE: [phone]
FAX [phone] CHATHAM COUNTY, NC
SCALE: 1" = 20'

r' \
r
TOP OF BANK
\ \ l 36R \ tipNE2
O \ 2� OFFER
\ \ STREAM Bco, NRP
0
�30
� p TEMPORARYSTREAM
MPAC 59 SF
y�
PERMANENTSTREAM Q�
(1) 30" P
IMPACT 92 SF
(1) 36" R WITH 0.8'
BURIED F R AQUATI
PASSAGE /
INV. IN = 42 80 (30" RCP) /
INV IN = 421. (36" RCP) /
INV OUT = 420. 0 (30" RCP) y2�
INV OUT = 420. 36" RCP)
ZONE 2 ROAD IMPACT 426
560 SF /
/ PERMANENT STREAM
IMPACT NO LOSS
/ 425 (RIPRAP) 38 SF
ZONE 1 ROA
IMPACT "
PROPOSED 1,331 SF \
DRIVEWAY / \
\ I
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603 20' 0 20' 40'
PHONE: [phone]
FAX [phone]
SCALE: 1" = 20' 01111111
IMPACT TOTALS
ZONE 1 ROAD IMPACT
2,515 SF
ZONE 2 ROAD IMPACT
1,084 SF
PERMANENT STREAM IMPACT
92 SF
30 LF
PERMANENT STREAM IMPACT NO LOSS
38 SF
22 LF
TEMPORARY STREAM IMPACT
59 SF
15 LF
ZONE 1 ROAD IMPACT
PROPOSED -.
DRIVEWAY
I / ZONE 2 ROAD IMPACT
ZONE 2 AD IMPACT
524
is-
X
STREAM IMPACT
ZONE 1ROAD
STREAM IMPACT NO LOSS (RIP RAP)
\
/ IMPACT
1,1i,4 SF
PROPOSED' +++++++++++++
DISTURBED LIMITS *+++*+++*+++* TEMPORARY STREAM IMPACT
LINE (TYP.) +++++++++++++
D5o=10" DMAx=15"
8'(W)x21.3'(L) \
22.5" THICK CLASS 1
STONE RIPRAP \ NOTE: UPSTREAM IMPACT INCLUDES TEMPORARY
\ CLEAN WATER DIKE FOR BYPASS PUMPING PER
DETAIL.
NORTH SHEET 5
REVISIONS: LAUREL RIDGE PHASE 213 - LOT 36R
DRIVEWAY CROSSING #2
(LOT 36R)
CHATHAM COUNTY, NC

430
42F
42C
PR
�G
POSED
DE
PRECAST
HEADWALL
INV I
`
=421.80
(1) 3
BURI
AQUA
" RCP (2
D 0.8' F
IC PASSAGE
LF)
R
30" RCP
INV OUT=420.9
EXISTING
STREAM
`
6" RCP
36" RCP
INV OUT=420.10
D50=10"
DM,x=15"
8'(W)x21.T(L
22.5" THICK
CLASS 1 STON
RIPRAP
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX. [phone]
We
425
Me
10 20 30 40 50 60 70 80 90 100
NOTE: PROPOSED RIP RAP TO MATCH EXISTING CHANNEL
GEOMETRY
SHEET 6
REVISIONS: LAUREL RIDGE PHASE 2B
DRIVEWAY CROSSING #2 PROFILE
20' 0 20' 40' LOT 36R
011111111
SCALE: 1" = 20 CHATHAM COUNTY, NC

PUMP -AROUND PRACTICE
PLAN VIEW
Silt Bag as shown
n detail 3.25.
stream
diversion pumps
discharge hoses _
N intake
P dewatering pump
A A
flow flow
INTAKE HOSE ��
!sediment dike clean water dike
sump —hole
pumps should discharge p or pool p g deep
to 18
onto a stable velocity WORK AREA ( 12 p
dissipator made of rip rap LENGTH NOT TO EXCEED w/ 2' diameter)
THAT WHICH CAN BE
COMPLETED IN ONE DAY
SECTION A —A
pervious sheeting
2 work area base flow + 1 foot
SEl V M'v'/�""
v v ,v/ (2 foot minimum)
cross section of sandbag dike
PUMP —AROUND PRACTICE
DESCRIPTION:
The work should consist of installing a temporary pump around
and supporting measures to divert flow around in —stream construction sites.
IMPLEMENTATION SEQUENCE:
Sediment control measures, pump —around practices, and associated channel and bank
construction should be completed in the following sequence (refer to Detail 2/SEl):
1 Construction should not begin until all sediment and erosion control measures
have been installed and approved by the engineer and the sediment control inspector.
The contractor should stay within the limits of the disturbance as shown on the plan
and minimize disturbance within the work area whenever possible.
2 Upon installation of all sediment control measures and approval by the sediment
control inspector, the contractor should begin work at the upstream
section and proceed downstream beginning with the establishment of stabilized construction
entrances. In some cases, work may begin downstream if appropriate. The sequence of
construction must be followed unless the contractor gets written approval for deviations
from the engineer or local authority. Work should not be conducted in the channel during
rain events.
3 Sandbag dikes should be situated at the upstream and downstream ends of the work
area as shown on the plans, and stream flow should be pumped around the work area
The pump should discharge onto a stable velocity dissipater made of riprap.
4 Excavated topsoil and subsoil should be kept separate, placed on the upland side of
the excavation, and replaced in their natural order.
5 All construction should take place during stream low flows. The length of construction
time should be limited to a maximum of 2 days for each crossing.
6 Water from the work area should be pumped to a dewatering bag as shown in detail 3.25
The measure should be located
such that the water drains back into the channel below the downstream sandbag dike.
7 Traversing a channel reach with equipment within the work area where no work is proposed
should be avoided. If equipment has to traverse such a reach for access to another area,
then timber mats or similar measures should be used to minimize disturbance to the channel
Temporary stream crossings should be used only when necessary and only where noted on the
plans or specified.
8 All stream restoration measures should be installed as indicated by the plans and all
banks graded in accordance with the grading plans and typical cross —sections. All grading
must be stabilized at the end of each day with seed and mulch or seed and matting as
specified on the plans.
9 After an area is completed and stabilized, the clean water dike should be removed.
After the first sediment flush, a new clean water dike should be established upstream
from the old sediment dike. Finally, upon establishment of a new sediment dike below
the old one, the old sediment dike should be removed.
10 The contractor is responsible for providing access to and maintaining all erosion
and sediment control devices until the sediment control inspector approves their removal.
PUMP AROUND PRACTICE
REVISIONS:
CE GROUP
301 GLENWOOD AVE.
SUITE 220
RALEIGH,NC 27603
PHONE: [phone]
FAX [phone]
LAUREL RIDGE PHASE 2113
DEWATERING DETAIL
CHATHAM COUNTY, NC
SHEET 7