20220011 Ver 1_USACE Permit_20220504

Strickland, Bev
From: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Sent: Wednesday, May 4, 2022 12:53 PM
To: [e-mail]; Lauren Norris -Heflin
Cc: Cohn, Colleen M; [e-mail]; Kim Browning
Subject: [External] Saunders Farm / Fuquay-Varina / Wake County / SAW-2020-01955 / NWP
29_NWP 18 Verification
Attachments: SAW-2020-01955-NWP 29_NWP 18 Verification.pdf; NWP-18.pdf; NWP29.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Mr. King and Ms. Norris -Heflin,
Please see the attached nationwide permit verification and MRTF for the above referenced project. A hard copy will not
be mailed. Please note that the work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the permit conditions and the submitted plans. Any violation of the conditions or deviation from the
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
Please let me know if you have any questions/concerns regarding this verification, or any of the conditions of the permit.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at https://regulatory.ops.usace.army.mil/customer-service-survey/ . Thank you for taking the time to visit this
site and complete the survey.
1

Permittee:
Address:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01955 County: Wake U.S.G.S. Quad: NC -Angier
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Pulte Group
Randy King
PO Box 3660
Portland, OR 97208
Size (acres) —90 acres Nearest Town Fuquay-Varina
Nearest Waterway UT to Little Black Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.548324
Longitude: -78.749301
Location description: The project site is east of NC-55, west of Maude Stewart Road and north of Tram Road in Fuquav-
Varina, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.473 acres
of wetlands, the temporary discharge of fill material within 0.17 acres of wetlands, the conversion of 0.044 acres of wetland
from forested to herbaceous, the permanent discharge of fill material within 104 linear feet of stream channel and the
temporary discharge of fill material within 25 linear feet of stream channel. Discharges for stormwater management facilities
are authorized under Nationwide Permit (NWP) 18.
Applicable Law(s): N Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments and NWP 18. Minor Discharges
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 12/23/2021, and the enclosed plans Saunders Farm dated 12/1/2021. 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 Depai intent 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] X25 or George.L.Phillips@u,usace.army.mil.
Corps Regulatory Official: ��fl 98' J PGG'�'""(" " iii Date: 5/4/2022
Expiration Date of Verification: 03/14/2026

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
http://corpsmapu.usace.army.mil/cm_apex/f7p=136:4:0
Copy furnished: Colleen Cohn — NCDEQ-DWR — 3800 Barrett Drive, Raleigh, NC 27609
Ashley N. Yarsinske — Wildlands Holdings III, LLC. — 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Kimberly Browning — USACE — 3331 Heritage Trade Drive, Wake Forest, NC 27587

SAW-2020-01955
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2020-01955
Permittee: Pulte Group, Randy King
Project Name: Saunders Farm
Date Verification Issued: 5/4/2022
Project Manager: George Lyle Phillips III
County: Wake
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

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Pulte Group, Randy King Action ID: SAW-2020-01955
Project Name: Saunders Farm County: Wake
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting
authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the
mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must
be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation*
8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.517
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements:
8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.99
Mitigation Site Debited: Falling Creek Umbrella Mitigation Banking Instrument — McClenny Acres II Mitigation Site
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide
the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2
Form Version 10 June 2020_updated

CESAW-RG (File Number, SAW-2020-01955)
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized
impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas
may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this
form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the District administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from Wildlands Holdings III, LLC., confirming they are willing and able to accept
the applicant's compensatory mitigation responsibility, dated 12/21/2021 was included with the preconstruction
notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (or by email to [e-mail]).
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager:
USACE Field Office:
Email:
George Lyle Phillips III
Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
[e-mail]
f rtiy8- LyCe- PGc�""7'd 1!!
5/4/2022
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
SAUND
RS
FARM
ENVIRONMENTAL
WAKE
COUNTY,
NORTH
IMPACTS
CAROLINA
I
Sheet List Table
Sheet Number
Sheet Title
YOUR VISION ACHIEVED THROUGH OURS.
CWI-0.0
COVER SHEET
I
CWI-1.0
OVERALL EXISTING CONDITIONS
CWI-1.1
OVERALL ENVIRONMENTAL IMPACTS
CWI-1.2
DETAILED ENVIRONMENTAL IMPACTS
a
CWI-1.3
DETAILED ENVIRONMENTAL IMPACTS
CWI 1.4
CULVERT & HEADWALL PROFILES
CWI-1.5
DETAILED ENVIRONMENTAL IMPACTS
CWI-1.6
DETAILED ENVIRONMENTAL IMPACTS
DATE
12/01/2021
CWI-1.7
DETAILED ENVIRONMENTAL IMPACTS
CWI-1.8
DETAILED ENVIRONMENTAL IMPACTS
DRAWN BY
331
I4
CWI-1.9
NOTES & DETAILS
TIMMONS GROUP .••':'ti
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%
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CHECKED BY
331
41
OHP
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SCALE
1 = 300'
NOTES:
1. BOUNDARY INFORMATION TAKEN FROM A SURVEY BY TIMMONS
GROUP DATED NOVEMBER 30, 2020.
SAUNDERS FARM
WAKE COUNTY, NORTH CAROLINA
COVER SHEET
2. TOPOGRAPHIC INFORMATION TAKEN FROM GIS DATED APRIL, 2021.
v�
...
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`
3. WETLAND AND STREAM DELINEATION BY TIMMONS GROUP DATED
NOVEMBER 30, 2020.
4. FLOOD HAZARD SOILS FROM WAKE COUNTY GIS DATED 2005.
5. THE SUBJECT PROPERTY IS NOT LOCATED IN FEMA FLOOD HAZARD
�/—
—
I
ZONE IN ACCORDANCE WITH FIRM MAP #3720067500K, WITH AN
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EFFECTIVE DATE OF OCTOBER 3, 2006.
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DATA TABLE:
TOTAL AREA: 90.04 AC
TOTAL WETLANDS: 1,465,275 SF (33.64 AC)
TOTAL STREAMS: 3,051 LF
II=La
VICINITY MAP
1" = 1000'
10B ND.
46789
SHEET NO.
CWI-0.0

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SITE DATA TABLE:
LEGEND
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION I
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NEUSE RIPARIAN BUFFER
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TOTAL WETLANDS: 1,465,275 SF (33.64 AC)
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46789
SHEET NO.
CWI 1. 0

WETLAND AND STREAM IMPACTS
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION I
LEGEND
WETLAND IMPACT
STREAM IMPACT
30'ZONE 1
20'ZONE2
S'ZONE 2
N E U S E RIPARIAN BUFFER
j/////////
IMPACT
IMPACT
IMPACT
MAP
IMPACT
IMPACT SPECIFICATION
WETLANDS
---4,W W W W W W
, 1, W 1, W 4, 4,
W W W W W 4, 4,
SHEET
NUMBER
TEMPORARY
TEMPORARY
PERMANENT
TEMPORARY
STREAM LOCATION
(SF) (AC)
(SF) (AC)
(LF) (SF) (AC)
(LF) (SF) (AC)
(SF) (AC)
(SF) (AC)
(SF) (AC)
SCALE 1 "=300'
o
z
(7 300' 600'
CWI-1.2
CWI-1.2
CWI-1.3
CWI-1.5
1
2
1
3
ROAD FILL& 5' CONSTRUCTION BUFFER
5' CONSTRUCTION BUFFER
ROAD FILL & 5' CONSTRUCTION BUFFER
UTILITY CONSTRUCTION
14168 0.325
- -
- -
- -
2179 0.0500
119 0.0027
- -
1915 0.0440
- - -
- - -
104 696 0.0160
- - -
-
- - -
25 173 0.0040
- - -
- -
6632 0.1522
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4130 0.0948
110 0.0025
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- -
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CWI-1.5
CWI-1.5
CWI-1.6
CWI-1.6
5
6
7
5' CONSTRUCTION BUFFER
ROAD FILL 5' CONSTRUCTION BUFFER
SCMOUTFALL
5'CONSTRUCTION BUFFER
-
1038 0.0238
175 0.0040
149 0.0034
227 0.0052
851 0.0195
59 0.0014
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- - -
202 0.0046
418 0.0096
-
YOUR VISION ACHIEVED THROUGH OURS.
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CWI-1.6
CWI-1.6
CWI-1.6
8
9
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5'CONSTRUCTION BUFFER
SCM OUTFACE
5' CONSTRUCTION BUFFER
202 0.0046
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115 0.0026
26 0.0006
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CWI-1.7
CWI-1.7
CWI-1.7
CWI-1.7
11
12
13
14
SCM OUTFACE
5' CONSTRUCTION BUFFER
ROAD FILL& 5' CONSTRUCTION BUFFER
5'CONSTRUCTION BUFFER
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5214 0.1197
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74 0.0017
334 0.0077
949 0.0218
72 0.0017
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CWI-1.7
15
5' CONSTRUCTION BUFFER
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54 0.0012
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DATE
12/01/2021
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CWI-1.8
CWI-1.8
16
17
18
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5' CONSTRUCTION BUFFER
5' CONSTRUCTION BUFFER
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18 0.0004
88 0.0020
18 0.0004
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7308 0.1678
104 696 0.0160
25 173 0.0040
6834 0.1569
5041 0.1157
141 0.0032
DESIGNED BY
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SHEET NO.
CWI 1.1

r—ER-----im•-I--T-'r■-m_i---)i--i--\1616=1
1 I 1 I `\/ \ ' \ \/ �
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'1 I
I I I I 1 I I . i / I
I I I I 1 TEMPORARY WETLAND IMPACT 1 U 1 1/ 1
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
/ I I I I 1 1 1 FOR ROAD & 5' CONSTRUCTION BUFFER
1 1 1\ / 1 % \ 2179 SF 1
II IF,
.. - — 1;;Mnfirie / Aldri
��./
,
1/
1_ I I
r54_-1141 )-
1104.4
t
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III
I s-�
PROPOSED BOARDWALK
11 , / . 4 " ) , I/
— I— 01 1 ` ' f /;i-1
— /
.1i=
III I11I I=�I
; ' /rff , .
; J 4°
315
...
315
YOUR VISION ACHIEVED THROUGH OURS.
.� _ / �' y ,° ' ell I II I I,=
, / '
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�/ �/ r� / ar7, %,/ I11 1'1—III
T J / -Nil_NA, .� J
, `
YAki ��r, _�
PROPOSED GRADE
' \ TEMPORARY : ;`
\ > PUMP AROUND ��/ _ �� ?r�'L1r11111:,
,V 11E11 —.0
111 —1I I Jr
1111,f4[1-a
;.1.-,,'
�:P='
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l •
310
,l
r ` \
310
/ (SEE DETAILS ON :-�.ti_,
_
'�/ --I _ '�/ �/ SHEET CWI 1.9) ., . ` - \
=, -�
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/
4
Station=10+97.83
Source Elevation=311.490
EXIS-ING
Station=1 1 +58.73
DAZE
12/01/2021
\I/, \1/ \I/ \ \I/ \I/„~" '�� � � \ %I,, II4 - ' ', �I/�' \I\
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I . i, -,:4 r' ; 1 �Y \ �V 1
W N.
�' %Fe ,Y .- .- �.•: . -, �,�„
WETLAND
305
BEGIN
GRAADE
p
Source Elevation=308.530
WETLAND END
305
DRAWN BY
331
316.41
314.0
313.97
311.5
313.86
311.5
TIMMONS GROUP : •':'•.
=
1 . '-. , -
-� /• _
TEMPORARY WETLAND IMPACT 2
fII ,; �`�`� %
DESIGNED BY
331
r p,�
FOR 5 CONSTRUCTION BUFFER /� 0, -III
119 SF /wit
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II ��\\\�///'/ `1
I
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CHECKED BV
331
SCALE
=50
RETAINING WALL DESIGNED l I :4'
I / grF"''.
BY OTHERS \
`%,==��%�'''� I
��r.A r.
.. ��
_�
9+50 10+00 11+00 12+00 13+00
13+50
SAUNDERS FARM
WAKE COUNTY, NORTH CAROLINA
DETAILED ENVIRONMENTAL IMPACTS
r�^
—I 4,
PROPOSED BOARDWALK PROFILE
4.41
L. /Or,r 1
HORIZ SCALE: 1 "=50'
\ N -\ �` �J� l
/OPERMAENT WETLAND IMPACT 1FOR
�/ - 1
VERT SCALE: 1"=5
ROAD FILL rI �`
�y , 14168SF / _,
--, � �� �.�'
���:�
t,— -- ---------
WETLAND
IMPACTS
SEE SHEET CWI-1.4 FOR BOX CULVERT
AND HEADWALL PROFILES.
Contractor will follow the following construction sequence:
LEGEND
• Contractor shall notify the Town Of Fuquay-Varina Public Works 48-hours
NEUSE RIPARIAN BUFFER
r////////�
in during in
advance of start of work a period of time with no rain the
forecast.
WETLANDS
W W W W ' W `1'
W W
Y W Y W W W W
have
• Prior to start of work, contractor shall all materials and equipment
STREAM LOCATION
on -site. For utility crossings with casings, the carrier pipe shall be
installed within the casing pipe prior to any open cut activities. SCALE 1 "=50'
• Contractor shall install a temporary around at the
pump proposed
WETLAND & STREAM IMPACT LEGEND:
crossing and pump stream flow around the work area. See sheet CWI-1.9.
Contractor shall lace the culvert or utility casingwith carrier pipe at 0 50'
• p Y p p PERMANENT WETLANDS -GREEN
100'
the backfill in
elevations shown on approved plans and accordance with 1—-1 ITEMPORARY WETLANDS CYAN
Town Of Fuquay-Varina specifications.
• Contractor shall restore channel and stabilize any disturbance within PERMANENT STREAM RED
24-hours of start of work. TEMPORARY STREAM - YELLOW
D::A: ;
30' ZONE 1 PERMANENT BUFFER IMPACT - MAGENTA
JOB ND.
46789
;MR 20' ZONE 2 PERMANENT BUFFER IMPACT - BLUE
z
SHEET No.
CWI-1.2

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION I
I I I 1 I 1 ( I I I/
�I I I 1
I I I �1 �) �/ i �% / �/ 1 1;Iq/V/ t/ t
SEE SHEET CWI 1.4 FOR BOX CULVERT
AND HEADWALL PROFILES.
c
I I II I 1 1 1 III/t / 4���� ,\ �Y t1 1 i-
1
' I \ PERMANENT 20' ZONE 2 IMPACT 1 N ,
f / \ FOR ROAD FILL & 5' CONSTRUCTION BUFFER \ / t '
* 7r_, 4130 SF v
/ \ 1r4,\k /
) TEMPORARY STREAM IMPACT 1 ' � / / / ., Sr/ —
.. .
\\ \
YOUR VISION ACHIEVED THROUGH OURS.
_
FOR ROAD FILL & 5' CONSTRUCTION BUFFER v %o•:ey4
/�'` _ J ^`/ 173 SF, 25 LF , /�/ /
/ ( , •r - / �\ )4 /I X X ♦i :o. air /
1 - .. ♦ . ,..oi i
- • , \ . TEMPORARY = ♦., .♦„ ♦
�4 _ �— , -�\ � v PUMP AROUND �/ —• �: ,,......_.AVA,V, -
e�
— — — _ (SEE DETAILS ON ?-...\,-....�r -•-
.•+.r \i 1♦:/= .: �.:1 �j
�\I/ \
\
/
1
I
I
DATE
12/01/2021
��'� -- - SHEET CWI 1.9) ...•AN
\ \I/ I \I// \I/ \ \I/ /
�•......,..,.......
1�♦�:�'I%♦.♦.♦.♦� J....._ — 4
of ���'! o ♦i ♦ ♦i♦ ♦: ♦ ♦ ♦ ♦
♦. -.1♦I A A �`i� \ A `y \\I\/
DRAWN BY
331
TIMMONS GROUP :':^•.
DESIGNED BY
1 \ \ ♦ -�1 \ I
CHECKED BY
_ .♦
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=II.q'��.�.♦.\. _�
/J/��, Diu♦i♦opi ♦ ♦i. ae
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•/n'.�p� ♦ice x p . ' •�♦i♦i♦iv.,..: S�� R:o . ✓
\
SCALE
1 ° = 50'
SAUNDERS FARM
WAKE COUNTY, NORTH CAROLINA
DETAILED ENVIRONMENTAL IMPACTS
RETAINING WALL DESIGNED
154 BY OTHERS
'1.��I:����O .//. ,
=A:;-;;��'-�-/-; `� PERMANENT 30' ZONE 1 IMPACT 1
""' FOR ROAD FILL 6632 SF
' '
'gyp
%_�:
� Pp � \ � -� �,
L.
1
PERMANENT STREAM IMPACT 1
X
'j�p i I N/ FOR ROAD FILL & 5'
P/ I CONSTRUCTION BUFFERIr
�/
1
1
.Vi��
/ 696 SF, 104 LF
�� it ilI�L■411.1(=A1�"4
�� % --� - --------
Contractor will follow the following construction sequence:
STREAM
&BUFFER
IMPACTS
LEGEND
• Contractor shall notify the Town Of Fuquay-Varina Public Works 48-hours
NEUSE RIPARIAN BUFFER
j//
in during in
advance of start of work a period of time with no rain the
forecast.W
WETLANDS
W W W W W W W
W W W W W
�Y ^Y �Y ^Y ^Y �Y W
• Prior to start of work, contractor shall have all materials and equipment
STREAM LOCATION
on -site. For utility crossings with casings, the carrier pipe shall be
installed within the casing pipe prior to any open cut activities. SCALE 1 "=50'
• Contractor shall install a temporary around at the
pump proposed
crossing and pump stream flow around the work area. See sheet CWI-1.9. 0 50'
• Contractor shall place the culvert or utility casing with carrier pipe at
elevations shown on the approved plans and backfill in accordance with
Town Of Fuquay-Varina specifications. WETLAND & STREAM IMPACT LEGEND:
• Contractor shall restore channel and stabilize any disturbance within PERMANENT STREAM - RED
24-hours of start of work.
TEMPORARY STREAM - YELLOW
100'
JOB NO.
46789
%•; A 30' ZONE 1 PERMANENT BUFFER IMPACT - MAGENTA
o
SHE, NO
CWI-1.3
► ;5; 20' ZONE 2 PERMANENT BUFFER IMPACT - BLUE

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
315
315
Contractor will follow the following construction sequence:
TOP OF RETAINING
WALL
• Contractor shall notify the Town Of Fuquay-Varina Public Works 48-hours
in advance of start of work during a period of time with no rain in the
forecast.
Prior to have
• start of work, contractor shall all materials and equipment
310
MI96
x
48 inch Concrete Box Culvert
310
on -site. For utility crossings with casings, the carrier pipe shall be
'M�
��
installed within the casing pipe prior to any open cut activities.
WM•
1
Contractor shall install a temporary pump around at the proposed
■
■
—
crossing and pump stream flow around the work area. See sheet CWI-1.9.
• Contractor shall the culvert or utility casing with carrier at
YOUR VISION ACHIEVED THROUGH OURS.
._ L
-
place pipe
elevations shown on the approved plans and backfill in accordance with
305
1-
]
305
Town Of Fuquay-Varina specifications.
302
C/
STREAM
•
D
CENTERLINE
EXISTING
GRADE
302
• Contractor shall restore channel and stabilize any disturbance within
24-hours of start of work.
Li
N
0
M
308.36
303.6
313.99
305.5
313.06
306.0
312.07
306.5
311.41
50-
DATE
12/01/2021
DRAWN BY
331
TIMMONS GROUP :':'•.
DESIGNED BY
331
CHECKED BY
331
320 320
9+75 10+00
11+00
12+00
12+75
LE
15�50'
NW
HEADWALL
PROFILE
0
0 5
PROPOSED GRADE-
SAUNDERS FARM
WAKE COUNTY, NORTH CAROLINA
CULVERT & HEADWALL PROFILES
HORIZ
VERT
SCALE:
SCALE:
1"=50'
1 "=5
PROFILE SCALE
315
315
315
315
RETAINING
WALL
_EM
RETAINING WALL
TOP
OF RETAINING WALL
310
310
76 LF
310
310
96" x 72.00
EXISTING
GRADE
1
RCP
1.58%
■
96 x
/ I
48 inch
Concrete
Box
Culvert
J,
@
305
305
/
`
305
/
N._
305
\'''''
^y
_
EXISTING
GRADE
STREAM
302
CENTERLINE -
—I
D
302
300
300
M
307.60
304.7
314.17
304.2
313.37
305.9
312.52
306.0
M
311.10
OM
M
316.45
9+75 10+00
SE
HEADWALL
11+00
PROFILE
12+00
12+75
STORM
9+50
10+00
CULVERT
CROSSING
11+00
PROFILE
11+50
10B ND.
46789
HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5 VERT SCALE: 1 "=5
SHEET NC.
Cwr-1.4

9.4
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION I
/� /,
/
TEMPORARY WETLAND IMPACT 4/_/
I
/ / 1 / •
J\'A
I__i
�� J �� \ � I/ ;
� ,/�
�/'`�
'�'-
FOR
149SF
5' CONSTRUCTION BUFFER 1 I / / / I I I 1 I
I i I I 1 1
1 I ,. I1I , 1 ,
1/
— ` 4
.��!v-` /
` " - I I I / l Contractor will follow the following construction sequence:
� - \ / I\ 1 1 1 ' iin
1 �7��r ' ...a! .PERMANENT 20' ZONE
\
I��
2 IMPACT
, - - - -\
I / 1 • Contractor shall notify the Town O Fu ua Varina Public Works
3 _ ,� I - I I I fY f q Y-
I
1
1�
,:7 / FOR UTILITY CONSTRUCTION
�•� I �� /
'-iii41* TEMPORARY WETLAND IMPACT 3
/
% - N 1 / / L. // / I / ) / // //1 // 48-hours in advance of start of work during a period of time
110 SF / I I 1 I I 1 11 with no rain in the forecast.
I / I 1 l I I I I 1 I 1 i • Prior to start of work, contractor shall have all materials and
r / / / / / 1 I 1
I / For
YOUR VISION ACHIEVED THROUGH OURS.
•
4 �-Y- FOR UTILITY CONSTRUCTION
�:
1915SF
�tl
r _/ /j I / / / I I ill; equipment on -site. utility crossings with casings, the carrier
\ I / I I I I I 1 1 , pipe shall be installed within the casing pipe prior to any open
/ / / \ Iill iii / / /
cut activities.
1
:'"-,r
!: ©;_ •
�<
< / I - I I 1 1 I 1 • Contractor shall install a temporary pump around at the
= 1 If I I the
\/
:_' ,`:rf`."
:" ° 1
s / • 1 1 I 1 / / I
��%' / \ 1 �\ / / I I I 1 I 11
proposed crossing and pump stream flow around work
' area. See sheet CWI-1.9.
�/
-`
I
�✓ ' /
``
V
_
-x-
J
\
�1
o
\
I\
i� /
1
/ `\�
I
// _ ^ V / / , / ' / I I I I 1 I I /� • Contractor shall place the culvert or utility casing with carrier
' \ �� / 1 \ �1 / I I I 1 1 1 II / I I 1 \ 1 pipe at elevations shown on the approved plans and backfill in
_ i / \ I \ accordance with Town Of Fuquay-Varina specifications.
i/ J / / \ \ /
\ ', \JI I 11 • Contractor shall restore channel and stabilize any disturbance
DATE
12/01/2021
DRAWN BY
331
TIMMONS GROUP .•`:'•.
1� _ /
/ I / /
I
/
/
1 I I I /I 1 I
\ 1 II I I1// 1 / within 24-hours of start of work.-
331
• L • 1�
CHECKED BY
331
•I• • 1•
1
' IIM ti=r.—i-*—.-r—r.•iLm•••qm—
1 /
ril
• mI mi op • = 1
• T 6
• - - op•••�
/ r \
�\
SCALE
SAUNDERS FARM
WAKE COUNTY, NORTH CAROLINA
DETAILED ENVIRONMENTAL IMPACTS
��
_� /
\
/��/
I \-7/ ,, / 11
�
/
/
//
v
I.
r /
//
i
``
(It
ILL
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/ _
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I/
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/ �/ - J1 I - - / 44
V� W� / "V/ V-- \1/ // 1 k
<
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r
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_,
\
17
1 ' / I
I
I IW
- .
_
I
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SCALE 1"=50'
1
Q ';
I
WETLAND IMPACT 5
0 50' 100'
1 I
\
_TEMPORARY /
�/ / I j
- I
< \ J
1
\
\\
I` FOR ROAD FILL & 5'
I\ CONSTRUCTION BUFFER
1
WETLAND &STREAM IMPACT LEGEND:
-'I- /
/
_�
/
1 I
1 / I
/ —
# — —
/
<
C!�
I
II
1 1 \
IIII
\ 227 SF II�III 111tl1
PERMANENT WETLAND IMPACT 5
PERMANENT WETLANDS - GREEN
11
/ TEMPORARY WETLANDS - CYAN
— —
I
�/
\1
MIR
20' ZONE 2 PERMANENT BUFFER IMPACT - BLUE
+ — — — —��
FOR ROAD FILL & 5' CONSTRUCTION
- 1 // / I,
BUFFER
► I 1038SF I
/
LEGEND
1/ Ir 1�
I
`
I I
1
1`
NEUSE RIPARIAN BUFFER
j/A
` ) ---1
��
NO.
46789
/
-I
1
'
W W W W W W WJOB
iLL
_
�,
WETLANDS
W* '4' '4' 4'
•/IVN,„
\
0
SHEET NO.
CWI-1.5
�GF /
\104.
a
STREAM LOCATION
'
/
�—
,

.
■ ■ ■ ■■ .. ---- "",,t:e.rTar'r' '
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION I
----
.J,rt_r-b� as
TEMPORARY WETLAND IMPACT 6 i/ 1
`
_
FOR SCM OUTFACE
851 SF •"�
'
/
A06►. �� ,' PERMANENT 20' ZONE 2 IMPACT 6 \
jl/ \JAI
- FOR SCM OUTFALL \
���/16- L \ ,1 418 SF
N
-r4rwIV
�/' TEMPORARY WETLAND IMPACT 7 /// \ _ ,
h'
/ I - / tu.
`i'� i/
\17/
, ' r -
i�' ; FOR 5' CONSTRUCTION BUFFER ' < J -
4c, , ,59SF / /
sir
�r tl�Fr--// ,\IA
/ 7
/, k.1,,,
YOUR VISION ACHIEVED THROUGH OURS.
af,
v
\ 1 PERMANENT 30' ZONE 1 IMPACT 6
1 �� / ^
/ \ J' 202 SF
\ / A\ \ PERMANENT WETLAND IMPACT 6 1
DATE
12/01/2021
I 1 / J / \ - / \ FOR SCM OUTFALL i I 1
/ / / 175 SF / ■
' / '/ / , ' ^ / v
7
i_ _ - i / ' l ` / / '/�
/ /
/
- -
Contractor will follow the following construction sequence:
ie� / 1\ I i / `/ • Contractor shall notify the Town Of Fuquay-Varina Public Works 48-hours in advance of
\ /\ start of work during a period of time with no rain in the forecast.
DRAWN BY
331
TIMMONS GROUP .••':'ti
DESIGNED BY
331
CHECKED BY
331
SCALE
1" = 50'
SAUNDERS FARM
WAKE COUNTY, NORTH CAROLINA
DETAILED ENVIRONMENTAL IMPACTS
_ / \ \ ` - • Prior to start of work, contractor shall have all materials and equipment on -site. For utility
1 ' , crossings with casings, the carrier pipe shall be installed within the casing pipe prior to any
j `
.. re,".. ) / r \ open cut activities.
�\ �1
TEMPORARY WETLAND IMPACT 10 \ • Contractor shall install a temporary pump around at the proposed crossing and pump
_- 5' CONSTRUCTION BUFFER / stream flow around the work area. See sheet CWI 1.9.
/ - 202 SF • Contractor shall place the culvert or utility casing with carrier pipe at elevations shown on
-'=
�.� 1►414
1
- the approved laps and back ill in accordance with Town O Fu ua -Varina specifications.
\✓ s _\ pp p f f q Y
^ - - • Contractor shall restore channel and stabilize an disturbance within 24-hours o start o
work.
20' ZONE
2 IMPACT 9
1 _PERMANENT
\ -_ \ \� FOR SCM OUTFACE \ - ?!um
V„_
WETLAND &STREAM IMPACT LEGEND:
_ 383 SF i
I I' -'I TEMPORARY WETLANDS CYAN
, \\
Q
• —
' - \_ � %,
z
.\ �
I
— ♦ TEMPORARY STREAM YELLOW
-^\ / I/_` \� ��
_
♦
'1. - / v` \ / - - ^ �/`
IIIf
�♦ F PERMANENT WETLANDS GREEN
_ \\ /I \ \ \\
\
\ \ I 5, `
Meet
30' ZONE 1 PERMANENT BUFFER IMPACT - MAGENTA
_`
TEMPORARY ONE 2 IMPACT 10
\\
- ^ \ N\
i \1 \\ 5' CONSTRUCTION BUFFER � - �_ L\ ^ _
►
20' ZONE 2 PERMANENT BUFFER IMPACT - BLUE
\ \ _
\ \ 26 SF ��
�� \ � 5' ZONE 2 TEMPORARY BUFFER IMPACT -LIGHT GREEN
\ 1 \ •�,
\
\\ \ ^�� ✓
/ \�
\
4. \ �\ �\� 1 �� i�� �� _. `.\
LEGEND
1\ \ \ I I 1 TEMPORARY 5' ZONE 2 IMPACT 8 411404‘4tr
NEUSE RIPARIAN BUFFER
///\
\ \ \ I / 1 FOR 5' CONSTRUCTION BUFFER
\ \ \ _ _
-1• \ \ \ \ \ ` I 1 1 • ` I _ ^ 1 115 SF -dr
`
WETLANDS
W W W W W W
WWWWWWWWWWWWy
JOB ND.
46789
\ \ \ \ \ \ I \
' WV��
` \ \ \ \ \ \ \ \ l \ ` �+,\
STREAM LOCATION
SHEET NO.
CWI-/.6
7•---MIr--.1-r\---,---ora-a��----------�-i.b, a�ii74• - 1

I /
-- ".• _
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION I
,-- ,..„..--,
,,,‘._ ii,
/\i
=-�` _ ,
=
ERS FARM
DRIVE
N ; - �' - % ,,; -,; / q, \1, _•
f
/
\....._
— �` J �,, �//,-- may1 1,
_ \'
firor----__am/
/ \ \I / \`IY/ \WI /
,It
/J/
////11r.
LITI
=_
TEMPORARY WETLAND IMPACT 11 ----Irv— — /\ / ^ /\j/ � �// \�> \iji /� �` 1
YOUR VISION ACHIEVED THROUGH OURS.
\ /�
/ J �� / `
j
*
EN-
�� �
-1-
��
— — —
�----
_ - ;
i.
'
FOR SCM OUTFALL / / _
74 SF ' �Y 1 %mil/ �Y� ' / f l / \Y � GIs,'-" '\\ `
I\� `I, Imo/ _`I, ,�I, `�/ , I, \`,K/ `I `I,�
•-,J-- -- --� ------- g-.- ---_— .... •--•--•
% m
\ lki\‘ .
\ l ��` •_i�
_ _ /
C C/ \ — &1Y \V I1 1 •
_`1,
--------••�N.-- Er
SCALE 1 "-5O'
DATE
12/01/2021
DRAWN BY
TIMMONS GROUP .•`:'•.
DESIGNED BY
I
CHECKED BY
331
1
4+1
•RS
—
E
REIN
I
P LA
rift�►,.
\ I
E ` ©/ / A - " / , \ \\ I
--\ G.
a WETLAND & STREAM IMPACT LEGEND:
PERMANENT WETLANDS GREEN
SCALE
"= so'
SAUNDERS FARM
WAKE COUNTY, NORTH CAROLINA
DETAILED ENVIRONMENTAL IMPACTS
i`i_ _
�D /� j \ \ /
tok III 1
\ ���-
TEMPORARY WETLANDS - CYAN
1, ,
_� ' K • `may^ /
�
s.
/� / ,�
\ik
' �"�►�-i
._ \ \ /,• \ \
LEGEND
it
NEUSE RIPARIAN BUFFER
����������j
/�
r -�V \/ „,5� - t 1 I� , _
,
�'" =1 I
- 1
/I
RETAINING
DESIGNED BY
_1
WALL 1,-�,,j�� ICI �\
OTHERS ;0 '\I �'�
WETLANDS
WWWWWWW
�4, 4, , 4, 4,�4, 4,
,
•��
11 I
r
'c
�
N j/ -
✓
lob s ��;� I �;o�
— 1x-ill: • II
STREAM LOCATION
'
j I
ol/ , Xi/
/ , \� `viz ,,, �11
vh MI/ N/! r, _i1L r .1
,�R�
i `
-
_
i44:- ��` _ �` , J _ / j \ — , Contractor will follow the following construction sequence:
1 �� / — — -, //7
-l • Contractor shall notify the Town Of Fuquay-Varina Public
y��,
,iv
TEMPORARY
WETLAND IMPACT 13
}}�E�
_
�0iilrY�� -� j j Works 48-hours in during
CONSTRUCTON
/�
1 PERMANENT
�\
FOR ROAD FILL & 5' `\ `'r\=?L'
BUFFER'
SF ��� `,
, ` .' �I,`
WETLAND IMPACT 13
`\ ,�
!`•
���
��
/ nD
©♦
0�949
' n II
V •
Cj
/' / + i — / — \ /
P ��, �. / \ ,
, \/ - _ _�\
/ ,1 < < ` \`� _ _ l ` 1 y� ��I
�NO,,� I 1 _ _ - /'�'r
fit, \ — �( ► �
I
\
advance of start of work a period
Zi:t:aii
• have all materials
and equipment on -site. For utility crossings with casings,
t the carrier pipe shall be installed within the casing pipe
prior to any open cut activities.
r,�
.`
FOR ROAD FILL & 5'
CONSTRUCTION BUFFER
J _
1 ! `c 1 r _ \ /J • Contractor shall install a temporary pumparound at the
``\
\ / 1 v' • �� �� \ crossingandpump�treamlow around the work
proposed f
1 i ,-� _\_/
t/
���
,���
r
/
J
5214SF/ \ /
i 0 �,� /� ,� v 1r- ` ` area. See sheet CWI-1.9.
\
I I ` •
�j — \ �� / . > -• \ \ • Contractor shall place the culvert or utility casing with
/ 1 I r \ \ / `� , Q� 1 \ ` -� carrier pipe at elevations shown on the approved plans and
I / l \ \ I I \ `� 1 backfill in accordance with Town Of Fuquay-Varina
�� /
"/
`
TEMPORARY WETLAND IMPACT 15
1 \�
\�
\/
\ 1 \ \---- specifications.
specifications.
o•;
/ A�
` 5' CONSTRUCTION BUFFER
TEMPORARY WETLAND IMPACT 14 \� ; 54 SF . • Contractor shall restore channel and stabilize any
JOB NO.
46789
;�
/
on-
I
1
—
"; �� 5' CONSTRUCTION BUFFER ✓ - ' ` \ disturbance within 24-hours of start of work.
\.. •
` 72 SF % I\ \
J ` — — i
i it /
- ,./1. .--1--\4114.� i----------,'r-- -iii- --‘----A`
P.Ai
SHEET NO.
CWI-IJ

r -- -- --
'l • .- •
-mi' \ mil -(I.l\ -llrm-tilrmINN=IIG
/ I \I, I\ �/ ' /\ �/.-I1• ,
\ `, `I \ �l \ \ _ \1/ �` �J�■
1
1 \ \ `,
, \�� �\ �/ / ,
'
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION I
I �---
w� `—
. ,
'1 ,_It ji ,
1\1/ ' v u I , 1 "- '1
YOUR VISION ACHIEVED THROUGH OURS.
\ 1
\
VI/ I \I/ I TEMPORARY WETLAND IMPACT 18 II
TEMPORARY WETLAND
a
,* 1
FOR 5' CONSTRUCTION BUFFER 1 I
IMPACT 16 r
1 18 SF 1 I
\ ♦ I, \ , , 1 i
-\`IY/ 1 \I / / I / ,
F
1 \ 1 Y I I / 1 \I - -
1 I - - - - - - - - -
ilM
�I
5' CONSTRUCTION BUFFER 1-
18 SF
lL 1
�'�� - - - - - J
SCALE 1 "=50'
DATE
12/01/2021
DRAWN BY
331
TIMMONS GROUP :':'•.
DESIGNED BY
331
CHECKED BY
331
0 50' 100'
WETLAND & STREAM IMPACT LEGEND:
I I I-i TEMPORARY WETLANDS - CYAN
SCALE
1" = 50'
SAUNDERS FARM
WAKE COUNTY, NORTH CAROLINA
DETAILED ENVIRONMENTAL IMPACTS
LEGEND
NEUSE RIPARIAN BUFFER
j
WETLANDS
WWWWWWWWWWWWW
W W W W W W W
STREAM LOCATION
1yL
—
-- -• — - — Contractor will follow the following construction sequence:
.Nr -NoRQ _ — _ — - — - --:-. • Contractor shall notify the Town Of Fuquay-Varina Public
. Works 48-hours in advance of start of work during a period
— _ _ _ _ -;�� - - - - - - - - - " " of time with no rain in the forecast.
=M M
�� =��,
r;�
1
:
r TEMPORARY WETLAND
-
• Prior to start of work, contractor shall have all materials and
— 1 equipment on -site. For utility crossings with casings, the
carrier pipe shall be installed within the casing pipe prior to
any open cut activities.
1 • Contractor shall install a temporary pump around at the
\t \� \ _ - proposed crossing and pump stream flow around the work
\ 1 l , \ \ i 1 area. See sheet CWI-1.9.
11\ \ • Contractor shall place the culvert or utility casing with carrier
IMPACT 17 \, I - \ - 1 pipe at elevations shown on the approved plans and backfill
5' CONSTRUCTION BUFFER \ t = \ \ / .- in accordance with Town Of Fuquay-Varina specifications.
88 SF I N \ \\ • Contractor shall restore channel and stabilize any
ism IT! InIPR —-Aimmtvir!m mk r!\TI �� disturbance within 24-hours of start of work.
JOB NO.
46789
SHEET NO.
CWI-1.8

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
STREAM BANK
APPROVED SEDIMENT FILTERING DEVICE
(SEDIMENT FILTER BAG). PROVIDE
POSITIVE DRAINAGE FROM SEDIMENT DISCHARGE HOSES STREAM DIVERSION PUMP
FILTER BAG TO STREAM.
FILTER BAG FOR DEWATERING
SILT FENCE
EXISTING TERRAIN
"a / `
DISCHARGE ONTO DEWATERING
STABLE RIPRAP
PAD TO PREVENT •; .. %
SCOUR HOLE . ''.': '
O ��
PUMP
: ,, " "
;�.:, .-• ...:.:a'. • • II`.+;'e{:;,
INTAKE HOSE
••
. ,
sw ",1REAMBAHK
• ..:.
..� �• �...�
ill
_...i•...-..-..,
;,
\
�� )
,�-�." •
SEDIMENT
11
INTAHOSKE
FLOW. —
CLEAN WATER
,
,'
SUMP -HOLE FOR POOL
•;are. �... .,�w .... �,.�.
.:xk � .. - 4,::., .. ..ate , ,z :iE,,t 41'..>a
�"'•`� DIKE
I I ."-- _ DIKE
TO 18 DE - T DIAMETER)
III _...� (12" " DEEP, 2 F TER
15.0'to20.0'
••
WORK AREA LENGTH NOT TO EXCEED THAT
WHICH CAN BE COMPLETED IN ONE DAY
YOUR VISION ACHIEVED THROUGH OURS.
8" OF NO. 5 OR 57 STONE
JEMPORARY PUMP AROUND SEOUENCE
DRAINAGE
GEOTEXTILE NOTES
PROVIDE STABILIZED OUTLET TO STREAM BANK.
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
2. INSTALL UP -STREAM SANDBAG DAM.
3. INSTALL DOWN -STREAM SANDBAG DAM.
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY.
WOOD PALLETS MAY BE USED IN LIEU OF STONE
AND GEOTEXT1LE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
FILTER BAG FOR DEWATERING ABOVE NATURAL GROUND.
NOTES.
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW
SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
CONSTRUCTED OF RIPRAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
DATE
12/01/2021
DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
DRAWN BY
331
TIMMONS GROUP :':'•.
�> Ic scat -
WAKE
TEMPORARY PUMP AROUND
DESIGNED BY
331
COUNTY
NDaTH rAaounn
STANDARD FILTER BAG FOR DEWATERING ACTIVITIES
EFFECTIVE: 01 /31 /08
CHECKED BY
331
SCALE
SAUNDERS FARM
WAKE COUNTY, NORTH CAROLINA
NOTES & DETAILS
: 1.:
oito
i�j�•ti `•
toil
PIPE
- •
�i� �jIi"t I'
0i044 i
..i.,- tr:
I.D.
.�4.,•�t��{
wfffi
3 TIMES I.D.
We'. reArtit'. TO
kfil� - AA
PLAN VIEW
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
1 J
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
�• L INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIPE
:II=IfJ1J1.1:1�1iTL1-�f
1111:11`--11ll11 d
S �4„t� �Iitrr.
•-t ��/ �{ �."�
_
ffi{'%�f ;1111.I11i�111111.=.
t+� �,t$410, 41iie
11.111i
11=
.111111
FABR
SECTION 'A -A' FABRIC
WAKE
COUNTY
rvDxntcNTY
STANDARD PIPE OUTLET TO FLAT AREA
EFFECTIVE: 01/31/08
NO WELL-DEFINED CHANNEL
108 ND.
46789
SHEET No.
CWI-1.9