20211461 Ver 1_More Info Received_20220224

Strickland, Bev
From: Ashley Steele Bentz <[e-mail]>
Sent: Thursday, February 24, 2022 12:07 PM
To: Cohn, Colleen M
Cc: Walter Cole; Lester Lowe; Dave Malinauskas
Subject: [External] Golden Pond
Attachments: Sheets_2084-CU_C-2.02 Ferbow_Stream_Impact-24x36 Exhibit-02.16.22.pdf
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Colleen, see the attached. I will give you a phone call in a few minutes to discuss.
Ashley Bentz, PWS
Project Scientist
BUILT FOR
VERSATILITY
S&ME
3201 Spring Forest Road
Raleigh, NC 27616 map
o: 919.954.6285
M: 919.896.0758
www.smeinc.com
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1

Ex. SSMH
Rim = 319.12
Inv. Out = 313.42
Ex. 8" Sanitary Sewer
C� 0.36% to Remain
PROPOSED DOGHOUSE SSMH
RIM ELEV. = 318.29
EX. Inv. In = 313.29
INV. OUT = 313.29
Ex. 8"Sanitary
Sewer 4 0.47% to
Remain
Ex. 8" Sanitary Sewer
0.36% to Remain
PROPOSED DOGHOUSE SSMH
RIM ELEV. = 318.29
EX Inv. In = 313.29
INV. OUT = 313.29
PROPOSED 58.4 LF.
OF 8" DIP © 0.46%
Ex. 8" Sanitary
Sewer 0 0.47% to
Remain
CUT -IN PROPPSED
DOGHOUSE SSMH
RIM ELEV. = 320.26
SSE INV. IN (E) = 312.92
- INV. IN (N)=313.02
INV. OUT = 312.92
72" CMP W/8" DIP
Inv. 316.72
CUT -IN PROP. MH
RIM ELEV. = 327.72
EX. Inv. In = 313.33
INV. OUT = 313.33
- Ex. 8"Sanitary Sewer
C� 0.32% to Remain
coo'vVkv
ODIICE \ SF
27.72
SSE
\ \_
� I 1
Irk Fence I I
f ) / 9
EX. 86.3 LF. OF 8" @ / //
0.48% TO BE REPLACE / / /
/ / /
PERMANENT BUFFER IMPACTS CULVERT
SCALE:1" = 20'
Channel Invert = 314.22
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
72" CMP W/8" DIP
Inv.316.72 t
N
APPROX. 2,000 SQ. FT.
\\ of CLASS 2 RIP -RAP
Irn Fence
�,•� )
EX. 86.3 LF. OF 8" @ / //
0.48% TO BE REPLACE /
/
0 10' 20'
40'
SCALE: 1 "=20'
Ex. SSMH
Rim = 319.12
Inv. Out = 313.42
Ex. 8" Sanitary Sewer
C� 0.36% to Remain
PROPOSED DOGHOUSE SSMH
RIM ELEV. = 318.29
EX. Inv. In = 313.29
INV. OUT = 313.29
Ex. 8"Sanitary
Sewer / 0.47% to
Remain
CUT -IN PROPPSED
DOGHOUSE SSMH
RIM ELEV. = 320.26 _
SSE INV. IN (E) = 312.92
INV. IN (N)=313.02 _ -X
INV. OUT = 312.92 \
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
- CUT -IN PROP. MH
RIM ELEV. = 327.72
EX. Inv. In = 313.33
INV. OUT = 313.33
Ex. 8" Sanitary Sewer
0 0.32% to Remain
Ir\oinjFence
EX. 86.3 LF. OF 8" @ / //
0.48% TO BE REPLACE /
W/8" DIP //
Channel Invert = 314.22
TEMPORARY BUFFER IMPACTS CULVERT
SCALE:1" = 20'
RE -ALIGNED 8" SANITARY SEWER
INSTALL GEOTEXTILE FABRIC. CONTRACTOR
TO ENSURE FABRIC IS ANCHORED A MIN. OF
12-INCHES AT GRADE TIE-IN LOCATIONS
STREAM / BUFFER IMPACTS
ZONE
PERMANENT
TEMPORARY
S.F.
ACRES
S.F.
ACRES
RB Z1
2,381
0.055
7,416
0.17
RB Z2
N/A
N/A
718
0.02
STREAM LINEAR FEET
55
LEGEND
BUFFER Z-1
PERMANENT
/ BUFFER
TEMPORARY
Y
�jA
BUFFER Z-1
TEMPORARY
NEW RIPRAP
AREA - CLASS 2
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*)
PROPOSED GRADE
Existing Grade
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" = 20'
Ex. 8" Sanitary Sewer
«/ 0.36% to Remain
PROPOSED DOGHOUSE SSMH
RIM ELEV. = 318.29
EX Inv. In = 313.29
INV. OUT = 313.29
PROPOSED 58.4 LF.
OF 8" DIP © 0.46%
Ex. 8" Sanitary
Sewer Cap 0.47% to
Remain
- S CUT -IN PROPPSED
DOGHOUSE SSMH 7
SSE - RIM ELEV. = 320.26
INV. IN (E) = 312.92 \
INV. IN (N)=313.02 - -
INV. OUT = 312.92 \
/ . \
\
Tiro ence
- 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
27-72- -
EX. 86.3 LF. OF 8" @ / //
0.48% TO BE REPLACE
72" CMP W/8" DIP
Inv. 316.72 t \/
I I \
\\I APPROX. 2,000 SQ. FT.
of CLASS 2 RIP -RAP
- Ex. SSMH
No Action
J /
/
/
/
/
/
/
/
/
/
/
72" CMP
STREAM / BUFFER IMPACTS
ZONE
PERMANENT
TEMPORARY
S.F.
ACRES
S.F.
ACRES
RB 21
199
0.004
3,108
0.07
RB 22
N/A
N/A
3,067
0.07
STREAM LINEAR FEET
19
LEGEND
BUFFER Z-1
PERMANENT
BUFFER Z-2
TEMPORARY
BUFFER Z-1
TEMPORARY
FINAL DRAWING
FOR REVIEW PURPOSES ONLY
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License Number : F-0115
TOWN OF CREEDMOOR
NORTH CAROLINA
GRANVILLE COUNTY
FERBOW STREET GRAVITY SEWER IMPROVEMENTS
DESIGNED BY:
DRS
DRAWN BY:
DRS
CHECKED BY:
AMW
PROJECT NO.:
2084-CV
DATE:
AUGUST 2021
SCALE:
AS NOTED
VERT.: AS NOTED
0 /2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PERMANENT BUFFER IMPACTS STORM DRAINAGE
SCALE:1" = 20'
0 10' 20'
40'
SCALE: 1 "=20'
TEMPORARY BUFFER IMPACTS STORM DRAINAGE
SCALE:1" = 20'
C-2.O.2