20200474 Ver 2_More Info Received_20220526

Strickland, Bev
From: Ashley Steele Bentz <[e-mail]>
Sent: Thursday, May 26, 2022 10:40 AM
To: Phillips, George L CIV USARMY CESAW (USA); Cohn, Colleen M
Subject: [External] St. Albans PCN revisions
Attachments: Extended Responses.pdf; 0002-742-CSP-Sanitary Plan.pdf
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DWR#20200474 V2 and USACE SAW-2020-00607
Colleen's Comments:
1) Please provide the Division with a copy of your response to the April 8, 2022, Request for Additional Information
from the US Army Corps of Engineers.
2) This project received a NOV in October 2021 for the flexamat matting and concrete. The flexamat was removed
in response to the NOV, but it is still shown on the plans included with the submittal. Please remove the
flexamat from the plans. See attached for an updated copy.
3) The plans show the pipe as a 20 inch steel casing pipe, but only 1 linear foot (12 inches) of permanent impacts
are requested. Please provide additional information on this impact. You are correct— I misread the plans. There
will be 20 inches of impact, rounded up to two feet.
4) Additionally, plans still say "gradually slope creek bed over the top of the steel casing pipe" but my
understanding is that the pipe was installed over the streambed. Is there room for the passage of aquatic life?
What is the side -view of the pipe as -built? Please provide additional information on this impact. The plans had
not been updated correctly. See attached for an updated copy.
Lyle's Comments:
1. It appears that there was an issue with the submittal of the PCN. I have attached the file received. Some of the
written sections of the PCN were shortened and I am unable to read the full response. C. 5a. Comments, D. 3j.
comments, E. la, E. lb, G. 2b, G. 3b, G. 5j, Name, Signature and Date are some examples of the submittal issue.
Please address these comments. See attached — written sections have been typed out and attached.
2. In order to verify compliance with NWP 18, please provide the cubic yards of the discharged fill material below
the ordinary high water mark. Ten cubic yards.
3. The attached "50 Sanitary Plan and Profile" exhibit included with the application notes that "flexamat" or an
approved equal be used on each site of the pipe. If this is the case please provide justification for this fill and
updated the PCN and exhibits accordingly. Plans have been updated to exclude the flexmat.
Please let me know if I missed anything or if you need anything else to process the permit!
Thanks,
Ashley
Ashley Bentz, PWS
Project Scientist
1

III
BUILT FOR
VERSATILITY
S&ME
3201 Spring Forest Road
Raleigh, NC 27616 map
0: 919.954.6285
M: 919.896.0758
www.smeinc.com
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2

D. Proposed Impacts Inventory
3. Stream Impacts
3j: The sanitary sewer alignment was installed in 2021. The sanitary sewer is exposed
due to the elevation of the project site and the existing sanitary sewer that it connects to. As a
result, the project resulted in one foot of linear stream impacts consisting of the sanitary sewer
line.
G. Supplementary Information
2. Violations
2b: The original permits granted by the USACE and the NCDWR (attached) did not
account for permanent impacts resulting to Big Branch from the sewer line crossing. At the time of the
original permit submission, engineers anticipated that the sanitary sewer could be installed beneath the
stream bed. However, due to the elevation of the site and the elevation of the existing sewer line the
project's sanitary sewer line was tying into, the sanitary sewer needed to be installed above grade to
meet the required gradients for the sewer line. This permit is intended to address the additional impacts
not included by the original permit by the sanitary sewer.
3. Cumulative Impacts
3b: The sewer line has been installed to accommodate a previously permitted
development. The sewer line will not be used to support additional development.
5. Endangered Species and Designated Critical Habitat
5j: The NC Natural Heritage Program online data explorer (https:www.ncnhp.org), US
Fish and Wildlife Information for Planning and Consultation (IPaC) report. No critical habitat or element
occurrences of protected species were identified within one mile of the project site.

LEGEND
PRIMARY TREE CONSERVATION AREA
\\\ \\ \\ SECONDARY TREE CONSERVATION AREA
GREENWAY TREE CONSERVATION AREA
FLOODWAY
100-YR FLOODPLAIN
MH 12" STM CB
Ak
PROPOSED STORM SEWER
CGI
SAN SERV.
8" SAN PROPOSED SANITARY SEWER
MH
s" WM a PROPOSED WATER MAIN
CASING
FH
MH EX. 12" STM CB
-I -ST ST- - EXISTING STORM SEWER
CGI
EX. SAN SERV.
EX. 8" SAN EXISTING SANITARY SEWER
-SA-SA--
MH
EX. 8" WM WV
WA wA~,a--- EXISTING WATER MAIN
R EX. CASING
FH
PHASE LINE
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50' NEUSE RIVER
RIPARIAN BUFFER
TOP BANK
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1+
EX. 30' CITY OF RALEIGH 12" SA,
SANITARY EASEMENT (OFFSITIE) < - - D.B. 17789, PG. 46
l
Ad6\1
VARIABLE WIDTH CITY OF RALEIGH
GREEN WAY EASEMENT
50' OFFSET FROM TOB
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PROP. 30' CITY OF RALEIGH
SANITARY EASEMENT
2+00 3+00
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210 I I I I ______ __________/____ _______ _
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- ------ a --- 1 1- - 8a 12--------1 ------ ------ ---- -----------------------------------------------------------------------------------------------------
� � o S OVER PIPE I �/ �______�________�________�_______�________�________ ___ � �
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215
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OUT:21'0.88
210 INVERTS WERE
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INTERPOLATED FRdM N �n
FIELD VERIFIED OPEN CUT WITH' 100 LF: OF
2©5 UPSTREAM AND N 20" STEEL CASING PIPEN _
OWN- STREAM--- ----- = _ ----- -------- -------I --- ------ ------ --------------
MANHOLES.
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STAEI 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
PROP. GRADE 247.2 24 . 4 2 2.57 2 5.7 5 . 9 26 .19 265.3 6 0 2 1.80 2 T3.3
EX. GROUND 215.83 216.15 217.35 221.27 226.49 231.68 237.46 243.98 248.02 249.38 249.32 250.16 250.88 252.83 261.27 269.31 275.59 278.59
INVERT 211.55 211.70 211.85 214.51 218.51 222.51 226.51 230.51 234.51 237.91 240.96 243.85 246.60 249.35 252.10 254.85 257.60 259.74
CUT 4.28 4.45 5.50 6.76 7.98 9.17 10.95 13.47 13.51 11.46 8.36 6.30 4.27 3.47 9.17 14.46 17.99 18.85
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Works Department at [phone], and
the Public Utilities Department at (919) 996-45,10 at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
NARRATIVE OF REVISIONS
1. SSMH TOP ELEVATIONS FOR STRUCTURE #3, #4 AND #5 REVISED.
2. PROPOSED GRADE PROFILE UPDATED BASED ON STREET PROFILE REVISION.
3. SSMH 1-2 STANDARD DRAWING REVISED TO MATCH COR DETAIL FOR
WATERTIGHT MANHOLE.
4. VENTS ADDED TO MANHOLES IN FLOODPLAIN.
5. 100-YEAR WATER ELEVATION SHOWN.
6. LOT CONFIGURATION REVISED BASED ON S-16-17. CHANGES TO LOTS 15-17.
7. PROVIDED STEEL CASING IN -LIEU OF CONCRETE ENCASEMENT.
CARRIER PIPE -
3/8" STEEL PLATE, TYP
3/8%4" STEEL
PLATE, TYP
5/8" 0 A325 BOLT
CASING PIPE
3/16 V 4
1" R ON ALL CORNERS
STEEL CASING NOTES:
1. STEEL PIPE SHALL BE EITHER SPIRAL
WELDED OR SMOOTH WALL SEAMLESS WITH A
MINIMUM YIELD STRENGTH OF 35,000 PSI
2. STEEL CASING PIPE SHALL HAVE A
MINIMUM WALL THICKNESS OF 0.375 INCHES.
3. DUCTILE IRON CARRIER PIPE SHALL BE
SUPPORTED WITH TWO SPIDERS AT EVERY
JOINT WITHIN THE CASING PIPE USING
APPROVED PIPE ALIGNMENT GUIDE. ALL
JOINTS SHALL BE RESTRAINED JOINT.
NOTES:
1. INVERT ELEVATIONS IN ALL EXISTING
STRUCTURES HAVE BEEN FIELD VERIFIED.
2. ALL BACKFILL SHALL BE PLACED PRIOR
TO SANITARY SEWER INSTALLATION.
0 25 50 100
NOTE:
USE A MINIMUM OF 2 SPIDERS PER
JOINT PLACED ONE FOURTH OF THE
PIPE JOINT LENGTH IN FROM BOTH
THE BELL AND SPIGOT.
PIPE ALIGNMENT GUIDE
NON -SHRINK GROUT 234.8'
BULKHEAD AT EACH TURN DOWN ELBOW
END OF CASING PIPE WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT, 8 °
ALL AROUND
STEEL CASING PIPE
DIP CARRIER PIPE 2" 0 GALV STEEL VENT,
TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
PROVIDE PLASTIC SHEET
BOND -BREAKER BETWEEN
�N\' CARRIER PIPE AND GROUT,
ALL AROUND
PROVIDE 2" 0 GALV STEEL DRAIN / �� NON -SHRINK GROUT SHALL BE
IN BULKHEAD AT LOW END j�� �� j "EUCO-N-S" BY THE EUCLID
OF CASING PIPE AND 1/3 CHEMICAL COMPANY; "MASTERFLOW
CU YD OF CRUSHED STONE /j��j��j�/j��j� 713" BY MASTER BUILDERS,
AT DRAIN, WRAP STONE OR EQUAL.
WITH FILTER FABRIC
TYPICAL CASING PIPE PLUG
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON
THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED
FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT # S-4622 REV
AUTHORIZATION TO CONSTRUCT See digital signature
20 SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT
TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND
CONSTRUCTION. THE PROPERTY OWNER, DESIGN CONSULTANTS, AND
10 CONTRACTORS ARE EACH RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE
CITY, STATE AND FEDERAL LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT
A PERMIT, NOR SHALL IT BE CONSTRUED TO PERMIT ANY VIOLATION OF CITY,
STATE OR FEDERAL LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH
ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS. THIS APPROVAL OF
THIS ELECTRONIC DOCUMENT IS ONLY VALID IF THE DOCUMENT HAS NOT BEEN
MODIFIED AND THE DIGITAL SIGNATURE BELOW IS VALID:
0
CITY OF RALEIGH
DEVELOPMENT APPROVAL
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Date: 03/03/2021
Scale: H: 1" = 50$
V: 1" = 10'
Drawn By:
Checked By:
JLB
JDW
Project Number:
16-0002-742
Drawing Number:
50/59