20211461 Ver 1_More Information Received_20211206

Strickland, Bev
From: Ashley Steele Bentz <[e-mail]>
Sent: Monday, December 6, 2021 2:25 PM
To: Cohn, Colleen M
Cc: Walter Cole
Subject: [External] Re: Golden Pond Subdivision Culvert DWR#20211461
Attachments: Exhibit-A_2084-CU.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Colleen, attached is the impact exhibit from the permit which depicts the site plans. Do you need something more
generalized?
Ashley Bentz, PWS
Project Scientist
S&ME
3201 Spring Forest Road
Raleigh, NC 27616 map
o: 919.954.6285
M: 919.896.0758
www.smeinc.com
Linkedln 1 Twitter 1 Facebook
From: Walter Cole <[e-mail]>
Sent: Monday, December 6, 2021 1:58 PM
To: Ashley Steele Bentz
Subject: Fwd: Golden Pond Subdivision Culvert DWR#20211461
Get Outlook for iOS
From: Cohn, Colleen M <[e-mail]>
Sent: Monday, December 6, 2021 1:29:43 PM
To: Walter Cole <[e-mail]>
Subject: Golden Pond Subdivision Culvert DWR#20211461
This message originated outside of S&ME. Please report this as phishing if it implies it is from an S&ME employee.
Walter,
1

I am beginning my review of the above referenced project, and in order to complete the review, some additional
information is required:
1. Could you please send me the plans for this project? No plans were attached to the application.
Thanks,
Colleen Cohn
Environmental Specialist II
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
Office: 919-791-4258
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

Ex. SSMH
Rim = 319.12
Inv. Out = 313.42
PROPOSED D• HOUSE SSMH
RIM ELEV. = 318.29
EX. Inv. In = 313
INV. 0
REMOVE 48.6 L
SANITARY
PROPOSED 58.4 LF.
OF 8" DIP @ 0.46%
Ex. 8" Sanitary
Sewer @ 0.47%
to Remain
/CUT -IN PROPPSED
DOGHOUSE SSMH
RIM ELEV. = 320.26
INV. IN (E) = 312.92
INV. IN (N)=313.02
INV. OUT = 312.92
Ex. 8"Sanitary Sewer
@ 0.36 % to Remain
72" CMP
Inv. 316.72
Channel Invert = 314.22
EX. SSMH TO BE \
�
REMOVED
Iron Fence
STREAM / BUFFER IMPACTS
ZONE
PERMANENT
TEMPORARY
S.F.
ACRES
S.F.
ACRES
RB 21
2,552
0.06
7,416
0.17
RB Z2
N/A
N/A
718
0.02
STREAM LINEAR FEET
63
/,
LEGEND
BUFFER Z-1
PERMANENT
BUFFER Z-2
TEMPORARY
BUFFER Z-1
TEMPORARY
— CUT -IN PROP. MH
RIM ELEV. = 327.72
EX. Inv. In = 313.33
INV. OUT = 313.33
Ex. 8" Sanitary Sewer
@ 0.32% to Remain
Iron Fence
EX. 86.3 LF. OF 8" @
0.48% TO BE REPLACE
W/8" DIP
_aRZ1
APPROX. 2,000 SQ. FT.
of CLASS 2 RIP -RAP
PLAN VIEW
SCALE:1" = 30'
RB Z2
0 15'
Ex. SS
No Act
30'
60'
SCALE: 1 "=30'
Wooten
120 North Boylan Avenue • Raleigh, NC 27603-1423
[phone] • thewootencompany.com
License Number: F-0115
Ex. SSMH
No Action
Scale:
AS NOTED
Designed By:
Drawn By:
DRS
DRS
Checked By:
AMW
NOTES:
1. CONTRACTOR SHALL UTILIZE CREEK/DITCH
DEWATERING/ BYPASSING AS NEEDED TO
PREVENT DAMAGE TO CHANNEL DURING
CONSTRUCTION AS WELL AS TO MITIGATE
DAMAGE DOWNSTREAM FROM SEDIMENT
RUNOFF. CONTRACTOR SHALL FOLLOW
GUIDANCE ON CONTRACT SPECIFICATIONS.
2. AFTER CONSTRUCTION ACTIVITIES ARE
COMPLETE, OWNER WILL MAINTAIN A 10'
PERMANENTLY MAINTAINED MAINTENANCE
CORRIDOR AT STREAM CROSSING.
3. CONTRACTOR TO ADJUST DEPTH OF RIP -RAP
OVER SANITARY SEWER PIPE AS NEEDED TO
AVOID CONTACT B/W ROCK AND PIPE
TOTAL LIMIT OF DISTURBANCE: 0.26 AC
LENGTH=54 LF.
(39 LF. MIN. REQ'D.)
CLASS 2 RIP -RAP DISSIPATOR
INSTALL CLASS 2 RIP -RAP APRON
(2,000 SQ. FT. x 2.7' DEPTH*)
RE -ALIGNED 8" SANITARY SEWER
INSTALL GEOTEXTILE FABRIC. CONTRACTOR
TO ENSURE FABRIC IS ANCHORED A MIN. OF
12-INCHES AT GRADE TIE-IN LOCATIONS
PROPOSED GRADE
±— Existing Grade
72" CMP
Ex. Pipe Invert = 316.72'
PROPOSED 8" DIP. GRAVITY SEWER
Channel Invert = 314.22'
Ex. Sewer to be Re -Aligned
Exist. Creek Centerline
PROFILE @ STREAM CENTERLINE
SCALE:1" = 30'
CITY OF CREEDMOOR
GRANVILLE COUNTY
NORTH CAROLINA
FERBOW STREET GRAVITY SEWER IMPROVEMENTS
FERBOW STREET - STREAM
IMPACT EXHIBIT
Date:
08/06/2021
Project No.:
2084-CV
Sheet No.:
EXHIBIT -A