20170276 Ver 1_More Info Received_20170405

Strickland, Bev
From: Jeff Harbour <[e-mail]>
Sent: Wednesday, April 05, 2017 12:45 PM
To: Norton, April R
Subject: RE: 401 Water Quality Certification Nashville Stony Creek Sewer Outfall
Attachments: Concrete Spec Section.pdf, STONEY CREEK SEWER OUTFALL.PDF; Anti Seep Collar.pdf
Follow Up Flag:
Flag Status:
Follow up
Flagged
April,
The project engineer has provided me with the attached documents in response to your request. Anti -seep collars will
be used as required by state regs and the specifications are enclosed. A PDF of the site plan is also enclosed and shows
where these devices will be installed. Concrete specs are also included and the WQC requirements as they apply to
Class B concrete will be met. Additionally, any excess overburden will be removed from any wetland area after
construction activities are completed. The wetland area will be returned to pre -construction contours once the
overburden is removed.
Please let me know if you have any questions. I trust this information will be sufficient for DWR to continue the review.
Regards,
EIEL
01 SERVICES, INC.
Jeff Harbour, PWS
Technical Director / VP
4901 Trademark Drive, Raleigh, NC 24610
Office 919-212-1760 Cell 919-805-4208
Confidentiality Notice: The information and all attachments contained in this electronic communication are privileged and confidential information, and intended only for the
use of the intended recipient(s). If the reader of this message is not an intended recipient, you are hereby notified that any review, use, dissemination, distribution, or copying
of this communication is strictly prohibited. If you have received this communication in error, please notify me immediately of the error by return e-mail and please
permanently remove any copies of this message from your system and do not retain any copies, whether in electronic or physical form or otherwise. Thank you.
From: Norton, April R [mailto:[e-mail]]
Sent: Monday, April 3, 2017 10:31 AM
To: Jeff Harbour <[e-mail]>
Cc: Homewood, Sue <[e-mail]>
Subject: FW: 401 Water Quality Certification Nashville Stony Creek Sewer Outfall
Jeff,

Please see the below email. If you unable to provide the below requested information, the application will be put on hold.
I am requesting that the below information is submitted to me no later than Friday, April 7rn
Thanks,
April
From: Norton, April R
Sent: Tuesday, March 28, 2017 4:02 PM
To: '[e-mail]' <[e-mail]>
Cc: Homewood, Sue <[e-mail]>
Subject: 401 Water Quality Certification Nashville Stony Creek Sewer Outfall
Hi Jeff,
I am reviewing the PCN application for General Certification 4086 for Nashville Stony Creek Sewer Outfall.
I have attached a copy GC 4086 for your review. To issue the 401 Water Quality Certification, the conditions in the
attachment must be met. Currently, I am reviewing Condition 6 and 7. I do not specialize in utility line activities, and
would like your help in ensuring that these conditions are met.
. For all utility lines constructed within wetlands, an anti
downstream (utility linegradient) wetland boundary and
the utility exits the wetland, Inti -seep collars may be
compacted clay, PVC pipe, or metal collars. Wetland crc
and perpendicular wetland crossings that are open cut ;
require anti -seep collars. The compacted clay shall ha%
cm/sec or less. A section and plan Griew diagram is attac
NCAC 02H .0506 (b)(4) and (c)(4)]
The following specifications shall apply to class B concrete
a. Minimum cement content, sacks per cubic yard with r
b, Minimum cement content, sacks per cubic yard with a
c. Maximum water -cement ratio gallons per sack B.
d. Slump range " to 44,
e. Minimum strength - 28 day psi 2,,500
7. The applicant shall have a specific plan for restoring wet
will be removed to a high ground disposal area. [15A NCA

Thanks,
April
April R. Norton
Environmental Specialist
Division of Water Resources
North Carolina Department of Environmental Quality
336-776-9692 office
336-354-2284 mobile
april.nortongncdenr. gov
Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
-��Nothlng Compares]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

W = WIDTH
1/4" thick, solid
INCHES
SIZE
weld polyethylene
1/2"' BANDS
3/8'" X 1 BOLTS
Plastic
sheet
6"
,q
weld
18" — 30"
6' x 6'
8"
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6
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Flo w
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O +
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Plastic
steel band
weld
SECTION
A-A
TABLE OF QUANTITIES
PIPE DIAM SHEET COLLAR LENGTH
NUMBER OF NUMBER OF
y A
Nylon
bolts
NOTES.
1.
Pipe, collar, and seam coating can be either silicone
caulking (recommended), tar or mastic.
2.
Apply silicone caulk, tor, or mastic to collar and lay
pipe on collar. Apply silicone caulk, tar or mastic to
top half of collar, set in place, line up and bolt halves
together.
J.
Install metal bonds on split halves of collar and tighten
bolts and bands.
4.
Apply silicone caulk, tar or mastic on seams and as
needed to insure a good seal so that completed
installation is watertight.
5.
Backfill and hand tamp soil around completed
installation.
6.
This anti—seep collar can be used on smooth plastic
pipe, smooth steel pipe and corrugated plastic tubing.
TOWN OF NASHVILLE
DEPARTMENT OF PUBLIC U nffnES
ANTI-SEEP COLLAR
DWG. NO. REVISIONS DATE
REVISIONS
DATE
S-54
INCHES
SIZE
INCHES
1/2"' BANDS
3/8'" X 1 BOLTS
8" — 15"
4' x 4'
6"
2
6
18" — 30"
6' x 6'
8"
2
6

SECTION I - SANITARY SEWERS
2.8 Casting and Steps:
2.8.1 Cast iron frame and cover shall be provided with each manhole. Castings shall
meet ASTM A-48 and shall have an asphalt coated finish. Manhole steps shall
also be provided for manholes over 4' deep. Steps shall consist of %2" grade
60 steel coated with copolymer polypropylene plastic conforming to ASTM
D4101 and ASTM A615. Step spacing shall be consistent with the latest
OSHA requirements.
2.8.2 Manhole covers, frames, and steps shall conform to the details for each type
manhole on the plans, or to similar plans differing in detail but of equally good
design, provided such castings are approved by the County prior to use.
Covers and frames shall be machined to provide plane, smooth surfaces for
uniform seating and interchangeability of covers. Rings and covers that
provide imperfect seating will be rejected. All covers and frames shall be
suitable for traffic service. Minimum opening shall be 22" in diameter,
minimum weight of cover shall be 120 lbs., and minimum weight of frame
shall be 190 lbs. Manhole covers shall have no holes. Special frames and
covers shall be provided where manholes are installed within traffic areas and
for sealing manholes watertight at locations shown on the plans. These frames
and covers shall conform to the above specifications and shall be provided
with a one-piece rubber gasket seated into the manhole frame. In floodplain,
water tight lids with gaskets and bolt down hardware must be provided.
2.9 Concrete:
2.9.1 Concrete for piers, protection, and other uses shall be composed of Portland
cement, sand, coarse aggregate, water and such admixtures as maybe allowed
in such proportions as to provide a minimum 28 -day compressive strength of
3,000 psi. The source of concrete and mix design shall be approved by the
Engineer prior to use. The minimum cement content shall be 5 sacks per CY
of rounded course aggregate and 5 sacks per CY of annular course aggregate.
The maximum water -cement ratio shall be 6.8 with a slump range of 2"-4".
2.10 Crushed Stone:
2.10.1 Crushed stone for pipe bedding shall conform to ASTM C33, size no. 67 with
a size range of %2 inch to one inch.
SANITARYSEWER SECTION 2- 5
Rev. July 2003

6. For all utility lines constructed within wetlands, an anti-seep collar shall be placed at the
downstream (utility line gradient) wetland boundary and every 150 feet up the gradient until
the utility exits the wetland. Anti-seep collars may be constructed with class B concrete,
compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled,
and perpendicular wetland crossings that are open cut and less than 150 feet long do not
require anti-seep collars. The compacted clay shall have a specific infiltration of 1 X 10-1
cm/sec or less. A section and plan view diagram is attached for the anti-seep collars. [15A
NCAC 02H .0506 (b)(4) and (c)(4)]
The following specifications shall apply to class B concrete:
a. Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b. Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c. Maximum water-cement ratio gallons per sack 6.8
d. Slump range 2" to 4"
e. Minimum strength - 28 day psi 2,500
7. The applicant shall have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area. [15A NCAC 02H .0506 (b)(2) and (c)(2)]

eetCE-0>
Owner/Developer
TOWN of NASHVILLE
499 SOUTH BARNES ST.
P.O. BOX 987
NASHVILLE, N.C. 27856
Phone: [phone]
STONY CREEK SAN/TARP SEWER OUTFALL
Civil Engineering=
Stocks Engineering, P.A.
801 East Washington Street
Nashville, NO 27856
Phone= 252.459.8196
Fax: [phone]
Contact: J. Michael Stocks, PE
mstocksAstocksengineering.com
Nashville, North Carolina
Surveying=
James G. Strickland Land Surveying, P.A.
123 West Washington Street
Nashville, North Carolina 27856
Phone: [phone]
Contact= James G. Strickland, PLS
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1/24/17 NCDOT
FILE NO. 2014-045
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VERT. SCALE: NONE

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1/24/17 NCDOT
FILE NO. 2014-045
HORZ. SCALE: 1"=50'
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CE -03

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&NE CALL CENTER
www.ncocc.org
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224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00
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FOR I KNOW THE PLANS I HAVE FOR YOU, DECLARES THE LORD, PLANS TO PROSPER YOU AND NOT TO HARM YOU, PLANS TO GIVE YOU HOPE AND A FUTURE. JEREMIAH 29:11
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STA 224+00.00
STA 238+00.00
REVISIONS
1/24/17 NCDOT
FILE NO. 2014-045
HORZ. SCALE: 1"=50'
VERT. SCALE: NONE
� 1�

BEFORE YOU DIG,00
CALL00 0)
0
NORTH CAROLINA
&NE CALL CENTER
www.ncocc.org
PROFILE LEGEND
— ' — - — 10' LEFT
EXISTING GROUND
— — — — 10' RIGHT
145.5)
PRO. MH 79 -
/ �/// /• / STONY CREEEK OUTFALL
STA 243+57. 12
It
MH TOP 140.36
5' DIAMETER W/EXTENDED BASE
d�
TEMPORARY WETLAND
PRO. MH 80
STONY CREEEK OUTFALL
STA 247+62.12
MH TOP 141.60
5' DIAMETER W/EXTENDED BASE
AND GST FLAT TOP LID
VENT A� 45.5)/6' D\
AND
IMPACT (3,284 S.F.AND GST FLAT TOP LID � � � _ \ \� -M- -
(SEALED M.H. W/6" DIP — — — — — — — — — — — — — — — —/-
VENT AT 145.5) — — — — — — — — — — — — — — — — — — /—I—
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238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00
FOR I KNOW THE PLANS I HAVE FOR YOU, DECLARES THE LORD, PLANS TO PROSPER YOU AND NOT TO HARM YOU, PLANS TO GIVE YOU HOPE AND A FUTURE. JEREMIAH 29:11
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= 19843 =
ZcHAEL
1-{'214--17
STA 23800.00
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r REVISIONS 1
1/24/17 NCDOT
FILE NO. 2014-045
HORZ. SCALE: 1"=50'
VERT. SCALE: NONE

BEFORE YOU DIG,
CALL
0
0
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NORTH CAROLINA
&NE CALL CENTER
www.ncocc.org
PRO. MH 81
STONY CREEEK OUTFALL
STA 251+67.12
MH TOP 154.93
5' DIAMETER W/EXTENDED BASE
AND ECCENTRIC CONE
20' TEMPORARY-_
CONSTRUCTION
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� 0.069 No , PRO. MH 84 (REPLACE EX. MH)
- \ STONY CREEEK OUTFALL / 5E
STA 255+54.03 / �0 0
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\ \ TOP 152.65 /
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FOR I KNOW THE PLANS I HAVE FOR YOU, DECLARES THE LORD, PLANS TO PROSPER YOU AND NOT TO HARM YOU, PLANS TO GIVE YOU HOPE AND A FUTURE. JEREMIAH 29:11
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19843
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1-24-17
STA 251+00.00
STA 257+33.45
REVISIONS
1/24/17 NCDOT
FILE NO. 2014-045
HORZ. SCALE:
1"=50'
VERT. SCALE:
NONE
CE -06

Sewer Notes
1. No Sewer line installation shall take place until an approved Site Plan has been issued.
2. Sewer Pipe:
a. PVC CIOD PS 115
b. CLASS 50 DIP
3. Pie bedding shall be Class B modified i.e. stone to to ofpipe).
P 9 � P
4. Any well pointing, dewatering, etc. needed during sewer construction is to be included in the cost of
the line laid. Utilize select fill from on-site for trench borrow when needed. If material of a select
nature is not available, bring in from off-site.
5. The minimum clearances for water, sewer and storm drainage lines shall be as follows:
Between Horizontal Vertical
Water and Sewer 10' 18" w/water
above sewer
Water and Storm Drainage - 12" w/water above
storm drainage
Sewer and - 24" w/storm drainage
Storm Drainage above sewer
6. The Contractor shall make arrangements with the local utility authority when connecting to existing
manholes or mains.
7. Location, size and invert elevations of clean outs shown on "private" services are to be coordinated
with the approved Plumbing Plans for the building. All plumbing is to meet the requirements of the NC
State Building Code, Volume II, Plumbing, latest revision.
8. Contractor shall seed, mulch and tack all disturbed areas within 7 days after backfilling trench. All
sedimentation control measures shall be kept in operable condition until a stand of grass is established
and the area is capable of resisting erosion by wind and rain. All erosion control measures shall be
removed when authorized by the Engineer after the completion of the project.
9. All excavated wood and rocks shall be disposed of offsite by the Contractor.
10. Contractor shall take proper precautions not to disturb existing property corner markers. All
disturbed property corner markers shall be replaced by a Registered Land Surveyor.
11. All cost for the provision of erosion control rip rap, jute meshing, matting, grass seeding and silt
fence shall be included in total base bid.
12. Manholes or Wetwells qualify as "confined" and require compliance with OSHA "Confined Access
Entry" requirements. Certified equipment, proper notification and other applicable equipment and or
devices may be necessary to protect workers, after system is operational, from hydrogen -sulfide gas
build-up or an otherwise oxygen -less environment.
13. The contractor shall provide to Engineer, upon completion of water and sewer construction, record
drawings of the sewer installation specifically showing/depicting any deviations from the permitted plans.
Plans are to be marked surveyed and submitted to Engineer. The final payment request will not be
submitted to the owner nor will a "certificate of substantial completion" be issued until these "surveyed
plans" have been completed and received by the Engineer.
14. Utility contractor is responsible for notifying local authority of time and date he plans to commence
construction.
15. Where lines cross gravel/asphalt driveways, Contractor is to restore driveways to the original condition.
Drives shall be repaired within 7 -days of open cut.
16. All Sanitary Sewer shall be in accordance to City of Wilson Standards and Specifications.
17. All Frames and Lids to receive a bituminous coating.
GENERAL NOTES:
1. ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO
THE APPROPRIATE SECTIONS OF THE TOWN OF NASHVILLE PUBLIC
UTILITIES HANDBOOK UNLESS NOTED OTHERWISE HEREIN.
2.
RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED
RETAINER RINGS AND WELDED RETAINER BARS OR BOLTLESS TYPE WHICH
INCLUDE DUCTILE IRON LOCKING SEGMENTS AND RUBBER RETAINERS, BOLTS
FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO ANSI B18.2.
RESTRAINED PIPE AND FITTINGS SHALL BE FLEX -RING OR LOK-RING TYPE
JOINTS AS MANUFACTURED BY AMERICAN CAST IRON PIPE CO,1 TR FLEX AS
3. MANUFACTURED BY US PIPE, SUPER -LOCK AS MANUFACTURED BY CLOW,
BOLT-LOK OR SNAP-LOK AS MANUFACTURED BY GRIFFIN PIPE PRODUCTS, OR
EQUAL.
CONCRETE PROPERTIES SHALL BE AS FOLLOWS,
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
NOMINAL SLUMP = 4 INCHES
WATER/CEMENTITOUS MATERIALS RATIO = 0.45 (MAX)
AIR CONTENT = 6% 1N 1.5%
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES,
FINE AGGREGATES AND AIR. CEMENT SHALL BE TYPE I/II OR II IN
4, ACCORDANCE WITH ASTM C-150. MATERIAL REQUIREMENTS FOR ALL FINE AND
COARSE AGGREGATES SHALL CONFORM TO ASTM C-33. COARSE AGGREGATE
5. SHALL BE SIZE No, 57 OR 67. AN APPROVED CLASS 'F' FLYASH MAY BE
SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT BY WEIGHT UP TO 25%.
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4'.
CONVENTIONAL REINFORCING STEEL SHALL CONFORM T❑ ASTM A615 GRADE
6, 60 AND SHALL BE PLACED IN ACCORDANCE WITH 'RECOMMENDED PRACTICE
FOR PLACING REINFORCING BARS' (LATEST EDITION) AS PUBLISHED BY THE
7, CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE CLASS 'B'
CONFORMING TO THE PROVISIONS OF ACI 318 - 'BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE'.
NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY
UNVULCANIZED, 100% VIRGIN NEOPRENE, WITH DUROMETER HARDNESS = 50.
PILES SHALL BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM
TO THE REQUIREMENTS OF ASTM A36, PILES SHALL BE DRIVEN TO DEPTHS
REQUIRED TO OBTAIN AN ULTIMATE BEARING CAPACITY OF NOT LESS THAN
TWO TIMES THE DESIGN LOADING OF 30 TONS, PILES SHALL PENETRATE A
MINIMUM OF FIFTEEN FEET INT❑ UNDISTURBED SOIL. IN DRIVING PILES A
METHOD APPROVED BY THE ENGINEER SHALL BE USED WHEREBY THE HEAD
OF THE PILE IS NOT DAMAGED, IF REQUESTED BY THE ENGINEER, PILES
SHALL BE TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES,
THE METHOD OF LOAD TESTING SHALL CONFORM TO ASTM D1143 AND THE
NORTH CAROLINA STATE BUILDING CODE. WHERE PILES ARE EXPOSED, PILES
SHALL BE PAINTED AND/OR COATED IN ACCORDANCE WITH THE CITY
SPECIFICATIONS,
A
PILE SUPPORTED PIER FOUNDATION DESIGN
SHOWN ON THIS DETAIL IS BASED ON THE
FOLLOWING PARAMETERS -
MINIMUM CAPACITY OF HP12x53 PILE _
fT"'CONCRETE COMPRESSIVE STRENGTH =
14000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10
FT/SEC
IF FIELD CONDITIONS REQUIRE ANY
DEVIATION FROM THESE PARAMETERS, THE
FOUNDATION DESIGN SHALL BE REVIEWED BY
THE ENGINEER.
LENGTH OF PILES SHALL BE AS REQUIRED
$O DEVELOP 30 TON CAPACITY BY EITHER
END BEARING, FRICTION OR A COMBINATION
OF END BEARING AND FRICTION. AS A
MINIMUM, PILES SHALL BE DRIVEN AT LEAST
15 FEET INTO UNDISTURBED SOIL,
TWELVE -INCH AND FOURTEEN -INCH WIDE
PIERS SHALL BE REINFORCED WITH #5 BARS
AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE. EIGHTEEN -INCH WIDE PIERS
SHALL BE REINFORCED WITH #7 BARS AT 12
INCHES OC IN EACH DIRECTION ON EACH
FACE, FOOTINGS SHALL BE REINFORCED
#YPICALLY TO PIERS.
EIGHTEEN -INCH WIDE PIERS SHALL REQUIRE
TWO STRAPS OVER THE PIPE INSTEAD OF
ONE CAS SHOWN).
WHEN CONCRETE SUPPORTS ARE REQUIRED TO
BE LOCATED WITHIN A STREAM AND ARE NOT
COVERED WITH BACKFILL, SEE DRAWING
S-19 FOR MODIFICATIONS TO UPSTREAM FACE
OF SUPPORT.
1/4'x3' STAINLESS STEEL STRAP WITH
1/4'x2 1/2' NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 4)
1/4'x6' NEOPRENE PAD
ADHERED TO SADDLE D 3/4' 0 STAINLESS
STEEL ANCHOR BOL
1 ASTN A307 OR A36
SEE NOTE 3SEE NOTE 3
FOR I AND SPACINGOR BAR E
SPACING
AND SPACING
HP12x53 STEEL P:
FORPILE SPLICE,
SEE DWG S-19 -
3
�12
F 18'
E
CASING
IPE DiA
'D' (IN.)
PIER
rHICKNESS
'A' (IN,)
FOOTING
THICKNESS
'B' (IN,)
PIER
WIDTH
'C' (FT.)
FOOTING
WIDTH
'D' (FT.)
FOOTING
LENGTH
'E' (FT.)
PILE
SPACING
'F' (FT.)
6-12
12
20
2'-4'
3'-0'
6'-0'
3'-0'
14-20
12
20
3'-0'
3'-0'
8'-0'
5'-0'
22-28
18
26
3'-8'
4'-0'
8'-9'
5'-9'
30-36
18
26
4'-4'
W-0'
9'-0'
6'-0'
38-48
18
26
5'-4'
5'-0'
9'-6'
6'-6'
51-60
18
26
6'-4'
5'-0'
9'-10'
6'-10'
I I 3' CLEAR
NORMAL FOOTING
THICKNESS,
SEE NOTE I-
---CONCRETE FOR
LEVELING MAY TOP OF COMPETENT
BE PLACED WITH ROCK
FOOTING
m z #7 BARS 212'
s AROUND PERIMETER
OF FOOTIN
NON-SHINK GROUT
6' 12' #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TY
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NOTES: SEE NOTE 1
GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH
LHEIGHT OF 6 FEET OR LESS AS PER
DRAWING S-14,
NON -SHRINK GROUT SHALL BE 'EUCO-N-S' TOWN OF NASHVILLE
2 B THE EUCLID CHEMICAL COMPANY, DEPARTMENT OF PUBLIC UTILITIES
MASTERFLOW 713' BY MASTER BULDERS,
OR EQUAL' AERIAL PIPE CROSSING
CONCRETE PIER ON BEDROCK
nvG NO. wv=Ns OAIE REVTSO!!S DATE
S-17
CL
FINISHED GRADE
SOIL
6' #67 STONE
OR #57 STONE
BELOW PIPE
NOTES,
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM
THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4' OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6' LIFTS IN TRAFFIC AREAS, 12' IN
NON -TRAFFIC AREAS.
5, ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN
TRAFFIC AREAS.
6. IF IN EASEMENT 4- TOPSOIL, AND 12' CLEAN SELECT FILL MAY BE REQUIRED.
7. NO OVERAGES ARE ALLOWED ON BEDDING MATERIAL.
TOWN OF NASHVILLE
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
DWG. NO, REVISIONS DATE REVISIONS DATE
S-4
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DEPARTMENT OF PUBLIC UTILITIES
I I 3' CLEAR
NORMAL FOOTING
THICKNESS,
SEE NOTE I-
---CONCRETE FOR
LEVELING MAY TOP OF COMPETENT
BE PLACED WITH ROCK
FOOTING
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NOTES: SEE NOTE 1
GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS WITH
LHEIGHT OF 6 FEET OR LESS AS PER
DRAWING S-14,
NON -SHRINK GROUT SHALL BE 'EUCO-N-S' TOWN OF NASHVILLE
2 B THE EUCLID CHEMICAL COMPANY, DEPARTMENT OF PUBLIC UTILITIES
MASTERFLOW 713' BY MASTER BULDERS,
OR EQUAL' AERIAL PIPE CROSSING
CONCRETE PIER ON BEDROCK
nvG NO. wv=Ns OAIE REVTSO!!S DATE
S-17
CL
FINISHED GRADE
SOIL
6' #67 STONE
OR #57 STONE
BELOW PIPE
NOTES,
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM
THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4' OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6' LIFTS IN TRAFFIC AREAS, 12' IN
NON -TRAFFIC AREAS.
5, ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN
TRAFFIC AREAS.
6. IF IN EASEMENT 4- TOPSOIL, AND 12' CLEAN SELECT FILL MAY BE REQUIRED.
7. NO OVERAGES ARE ALLOWED ON BEDDING MATERIAL.
TOWN OF NASHVILLE
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
DWG. NO, REVISIONS DATE REVISIONS DATE
S-4
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ATER TIGHT SEAL,
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4
Ld
PLAIN OR SEALED AND
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•. o -r . •4 "
m
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DATE REVISIONS DATE
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DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
STEEL CASING PIPE ELEVATION
NON -SHRINK GROUT
BULKHEAD AT EACH TURN DOWN ELBOW
END OF CASING PIP FINISHED GRADE WITH INSECT SCREEN
STYROFOAM PLUG TO
ASSIST GROUT PLACEMENT, 8•
ALL AROUND
STEEL CASING PI
DIP CARRIER PI 2' 0 GALV STEEL VENT,
TWO PER CASING, ONE
AT EACH END OF
CASING PIPE
I I PROVIDE PLASTIC SHEET
a,•, BOND -BREAKER BETWEEN
ALLIER AROUND
AND GROUT,
PROVIDE 2' 0 GALV STEEL DRAIN \� NON -SHRINK GROUT SHALL BE
IN OF CASINGAD AT LOW PIPE AND LEND \/ ��� 'EUCO-N-S' BY THE EUCLID
CU YD OF CRUSHED STONE %j\��j��j��j��j\� 713'MBY MASTER ICAL NBUILDERS,
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AT DRAIN, WRAP STONE OR EQUAL,
WITH FILTER FABR
TYPICAL CASING PIPE PLUG
CARRIER PIPE
3/8' STEEL PLATE, TY
3/8'x4' STEEL 1
PLATE, TY
5/8' 0 A325 BOLT
CASING PIPE
3/16 V 4 \
1' R ON ALL CORNER
NOTE,
USE A MINIMUM OF 2 SPIDERS PER
JOINT PLACED ONE FOURTH OF
THE PIPE JOINT LENGTH IN FROM
BOTH THE BELL AND SPIGOT,
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� STANDARD SEWER FORCE
PIPE ALIGNMENT GUIDE
DEPARTMENT OF PUBLIC UTILITIES
AERIAL PIPE CROSSING
CASING PIPE DETAILS
DVG Na
S-18
ANCHOR BOLTS 6 STRAPS
GRADE. OUTSIDE STEPS
)O O�
EXISTING GRADE
STANDARD S-28 FOR
STEEL CASING PIPE
TRAFFIC AREAS, TOP OF
PIPE ALIGNMENT GUIDE
SEE
C,O,R, STANDARD
LOCATED AT EACH JOINT,
S-25
FOR MANHOLE
A
SEE DWG S-39
FRAME
AND COVER
SEE SEWER
ATER TIGHT SEAL,
DESIGN SECTION
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PLAIN OR SEALED AND
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d•'9•° a.
51-56
DEPARTMENT OF PUBLIC UTILITIES
•. o -r . •4 "
100 YEAR FLOOD PLAIN.
WHEN MANHOLE TOPS ARE
12'-4'
S'-0'
12
= a =? •6 �•
6'-4'
STANDARD THRUST BLOCKING VIEWS
S'-0'
'• 4' •`I
DWG. NO. REVISIONS DATE REVISIONS DATE
S-7
ANCHOR BOLTS 6 STRAPS
GRADE. OUTSIDE STEPS
)O O�
EXISTING GRADE
STANDARD S-28 FOR
STEEL CASING PIPE
TRAFFIC AREAS, TOP OF
PIPE ALIGNMENT GUIDE
SEE
C,O,R, STANDARD
LOCATED AT EACH JOINT,
S-25
FOR MANHOLE
A
SEE DWG S-39
FRAME
AND COVER
SEE SEWER
ATER TIGHT SEAL,
DESIGN SECTION
MIN, 9' COMPACTED #67
PIPE JOINT, TYP
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DIP CARRIER PI
GROUT PLUG,
Qo
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STANDARD SEE DWG 5-17
•P
MANHOLE
3/4' STAINLESS STEEL
SECTION
ANCHOR BOLTS 6 STRAPS
A
L
FOR I KNOW THE PLANS I HAVE FOR YOU, DECLARES THE LORD, PLANS TO PROSPER YOU AND NOT TO HARM YOU, PLANS TO GIVE YOU HOPE AND A FUTURE. JEREMIAH 29:11
GRADE. OUTSIDE STEPS
)O O�
NEW MANHOLES USE A BUTYL
STANDARD S-28 FOR
SEALANT BETWEEN FRAME
TRAFFIC AREAS, TOP OF
AND MANHOLE TOP SECTION
SEE
C,O,R, STANDARD
WHEN SECURING FRAME TO
S-25
FOR MANHOLE
A
MANHOLE TO PROVIDE A
FRAME
AND COVER
SEE SEWER
ATER TIGHT SEAL,
DESIGN SECTION
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Q' . , �. ;. . ,
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PLAIN OR SEALED AND
18
"f ; p
o : ; . • '•'•.
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51-56
y ;' .. D" °'. a "o- v "• v'.
•. o -r . •4 "
100 YEAR FLOOD PLAIN.
WHEN MANHOLE TOPS ARE
12'-4'
S'-0'
12
9' IN EXCESS OF 3' ABOVE
A
L
FOR I KNOW THE PLANS I HAVE FOR YOU, DECLARES THE LORD, PLANS TO PROSPER YOU AND NOT TO HARM YOU, PLANS TO GIVE YOU HOPE AND A FUTURE. JEREMIAH 29:11
1/4'x3' STAINLESS STEEL STRAP WITH SNUG FIT
1/4'x2 1/2' NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
1/4'x6' NEOPRENE PAD �\\� 3/4' D STAINLESS
ADHERED TO SADDLE 1 �STEEIANCH[R
1 • BOLTS, ASTM A307
OR A36
SEE NOTE 4
FOR BAR SIZE
AND SPACING
1
NOTES, I C
iz
ins
1_J�i II
NOTE 4
PAR SIZE
SPACING
GRADE. OUTSIDE STEPS
)O O�
MUST BE PROVIDED. SEE
STANDARD S-28 FOR
STEP DETAIL. IN NON
TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL
a
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BE INSTALLED A MIN. OF
1' ABOVE FINISHED
z
GROUND SURFACE.
A
�
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W
SEE SEWER
DESIGN SECTION
MIN, 9' COMPACTED #67
STONE BASE TO BE
INSTALLED UNDER NEW
1/4'x3' STAINLESS STEEL STRAP WITH SNUG FIT
1/4'x2 1/2' NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
1/4'x6' NEOPRENE PAD �\\� 3/4' D STAINLESS
ADHERED TO SADDLE 1 �STEEIANCH[R
1 • BOLTS, ASTM A307
OR A36
SEE NOTE 4
FOR BAR SIZE
AND SPACING
1
NOTES, I C
iz
ins
1_J�i II
NOTE 4
PAR SIZE
SPACING
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MAIN AIR RELEASE VALVE
DWG, NO, REVISIONS
DATE REVISIONS DATE
S-9
1/4'x3' STAINLESS STEEL STRAP WITH SNUG FIT
1/4'x2 1/2' NEOPRENE PAD
ADHERED TO STRAP
(SEE NOTE 5)
1/4'x6' NEOPRENE PAD �\\� 3/4' D STAINLESS
ADHERED TO SADDLE 1 �STEEIANCH[R
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OR A36
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FOR BAR SIZE
AND SPACING
1
NOTES, I C
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NOTE 4
PAR SIZE
SPACING
4A
4,�
CASING PIER FOOTING FOOTING
'H' HICKNESS
PIPE DIA. WIDTH LENGTH WIDTH
(FT.) 'A' CIN.)
'D' (IN.) ,B' (ET.) 'C' (ET.) 'D' (ET.)
S 6 12 2'-4' S'-6' 3'-0'
8 12 2'-4' 6'-3' 3'-0'
6-12
10 12 2'-4' 6'-8' 3'-0'
12 12 2'-4' 7'-2' 3'-0'
S 6 12 3'-0' 8'-0' 3'-0'
8 12 3'-0' 9'-0' 3'-0'
14-20
10 12 3'-0' 9'-10' 3'-0'
12 14 3'-0' 10'-6' 3'-0'
S 6 14 3'-8' 8'-9' 4'-0'
8 14 3'-8' 10'-0' 4'-0'
22-28
10 14 3'-8' I1'-0' 4'-0'
12 14 3'-8' 11'-f0' 4'-0'
S 6 18 4'-4' 9'-0' 4'-0'
8 18 4'-4' 10'-6' 4'-0'
30-36
10 18 4'-4' 11'-6' 4'-0'
12 18 4'-4' 12'-4' 4'-0'
S 6 18 5'-4' 9'-6' S'-0'
8 18 5'-4' 11'-0' 5'-0'
38-48
10 18 5'-4' 12'-0' 5'-0'
12 18 5'-4' 12'-10' S'-0'
S 6 18 6'-4' 9'-10' 5
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14-20
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8 14 3'-8' 10'-0' 4'-0'
22-28
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12 14 3'-8' 11'-f0' 4'-0'
S 6 18 4'-4' 9'-0' 4'-0'
8 18 4'-4' 10'-6' 4'-0'
30-36
10 18 4'-4' 11'-6' 4'-0'
12 18 4'-4' 12'-4' 4'-0'
S 6 18 5'-4' 9'-6' S'-0'
8 18 5'-4' 11'-0' 5'-0'
38-48
10 18 5'-4' 12'-0' 5'-0'
12 18 5'-4' 12'-10' S'-0'
S 6 18 6'-4' 9'-10' 5
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1
SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS BASED ON
THE FOLLOWING PARA)£"TER9
ALLOVABLE SOIL HEARING CAPACITY = 2000 PSF
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
MAXIMUM SUPPORT HEIGHT (T) _ ]2'-0'
ff FIELD CONDITIONS REWIRE ANY DEVIATION FROM THESE
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER
2• ff SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE TO
WITHSTAND 2000 PSF BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTDSZEO AS PER DRAWING S -IS
3, ff BEDROCK IS ENCOUNTERED WHICH VILL PREVENT 3 -FEET MINIMUM
COVER OVER FmTI NG, DONEES SHALL BE DRRLED INTO BEDROCK
PRIER TO PLACING FOUNDATmN SEE DRAWING S-17.
4 TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH NS BARS AT 12 INCHES OC M EACH DIRECTION
ON EACH FACE EIGHTEEN -DCH VIDE PIERS AND FOOTINGS SHALL BE
REINFORCED WITH N7 BARS AT U? INCHES OC IN EACH DIRECTION ON
EACH FACE
EIGHTEEN-INCHTHICK PIERS SHALL REQUIRE TWO STRAPS OVER THE
5• PIPE INSTEAD OF ONE (AS SHOWN).
WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
6. STREAM AND ARE NOT COVERED WITH BACKFILL, SEE DRAWING S-19
FOR MODIFICATIONS TO UPSTREAM FACE OF
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DETAILS
FILE N0. 2014-045
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DETAILS
FILE N0. 2014-045
HORZ. SCALE: 1"=50'
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CE-

"SEE VENT DETAIL
-VENT OPENING
TO BE
VENT OPENING TO BE TWO FOOT SCREENED
ABOVE HUNDRED YEAR FLOOD
ELEVATION SEAL AROUND 4' 'HOT DIPPED'
CAM-LOK WATER VENT PIPE GALV, PIPE
TIGHT MANHOLE THROUGH FACTORY CAST IN
FRAME AND COVER MANHOLE /PLACE GALVANIZED
CENTERED IN TOP PIPE FLANGE 12'
MIN, 12' PRE -CAST „6
TOP SLA BOVE MH TOPPROPOSED
WALL COLLA k_�/� ///GRADE
SLOPE FINISHED MANHOLE TO
GRADE AWAY FROM e: HAVE CAST IN
MANHOLE ALL RISER :o
SIDES,OPPOSITE
v STEPS TO 4.
,a� ACCOMODATE ;p. FLANGE
4' 'HOT
DIPPED'
GALVANIZED o
PIPE,
A` a'
1 ASKET
3'-0'IR �E'F
4.E :la: ��; o
PSTAINLESS
D p;
a:
VENT DETAIL a . STEEL BOLTS
�. OTHER ' 4:
ACCEPTABLE : R'
COVERS'D:..p:'.
-c: r -a. .4 -ti .Q•
NOTES, STONE
1, VENT MUST BE FACTORY TOWN OF NASHVILLE
WELDED FABRICATED AND DEPARTMENT OF PUBLIC UTILITIES
HOT DIPPED' GALVANIZED,
2,HYFE- Hundred Year STANDARD SEAL TIGHT
Flood elevation MANHOLE WITH VENTED
STACK
DWG. NO. REVISIONS DATE REVISIONS DATE
S-24
CARRIER PIPE
3/8' STEEL PLATE, TY
3/8'x4' STEEL
PLATE, TYP
5/8'¢ A325 BOLT
CASING PIPE
3/16 4
1' RAD ON ALL CORNERS
NOTE,
1) USE A MINIMUM OF TWO SPIDERS PER PIPE
JOINT ONE FOURTH OF THE PIPE JOINT LENGTH IN
FROM BOTH THE BELL AND SPIGOT ENDS.
TOWN OF NASHVILLE
DEPARTMENT OF PUBLIC UTILITIES
PIPE ALIGNMENT GUIDE
DWG. NO, REVISIONS DATE REVISIONS DATE
S-39
COVER 120 LBS. MINIMUM
BUTYL-NEK OR
APPROVED
SEALANT
BETWEEN FRAME
AND COVER
NOTES,
1) ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST,
2) FRAME SHALL BE A MINIMUM WEIGHT
OF 182 LBS, WITHIN PUBLIC ROW AND
160 LHS. WITHIN EASEMENTS,
3) COVER SHALL WEIGH A MIN. OF 120
LBS.
4) ALL MANHOLE FRAMES OUTSIDE OF
PAVED SURFACES SHALL BE BOLTED
TO THE CONE SECTION OR RING WITH
A MINIMUM OF 4 BOLTS PER FRAME.
MANHOLE FRAME AND COVER
0
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o QERMIT RFQG 0
0
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0 PPACE
0
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DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8'X3'
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LAG BOLT AND WASHER.
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PLAN
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O O
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#3 OR #4 REBAR
CORROSION RESISTANT
MATERIAL RUBBER, PLASTIC
SECTI❑N A - A
SECTION A -A
FOR I KNOW THE PLANS I HAVE FOR YOU, DECLARES THE LORD, PLANS TO PROSPER YOU AND NOT TO HARM YOU, PLANS TO GIVE YOU HOPE AND A FUTURE. JEREMIAH 29:11
T
7
4' G
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O O
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#3 OR #4 REBAR
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MATERIAL RUBBER, PLASTIC
SECTI❑N A - A
SECTION A -A
FOR I KNOW THE PLANS I HAVE FOR YOU, DECLARES THE LORD, PLANS TO PROSPER YOU AND NOT TO HARM YOU, PLANS TO GIVE YOU HOPE AND A FUTURE. JEREMIAH 29:11
T
7
4' G
SIDE
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HORZ. SCALE:
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CUT TO FR -
9 LF.
D.I.P.
1 2 PIPE I.
D.
1/4'x2' STAINLESS
STEEL STRAP WTM 2
in
A.B.C.
ANCHOR BOLTS
MANHOLE
zx
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WITH CORING MACHINE
TOTAL
INSTALL FLEXIBLE RUBBER ENLARGED
D ETAI L
LING. (SEE NOTE ys)
CHIMNEY NOT
R=1 2 O.D. PIPE
BAR EL
1/4•x2•
STAINLESS STEEL
STRAP WITH 2
ANCHOR BOLTS
SECTION B -B
NOTES:
1. PIPE FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM
SPECIFICATION 03034,
2. BOTTOM BEND TO BE 901 SHORT BEND, BELL SPIGOT, OF SDR 35
PVC. SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF.
CONSTRUCT MASONRY TROUGH FROM DROP EFFLUENT TO MAIN
CHANNEL
3.NOTCH BELL OF PVC DROP TO ACCEPT D.I.P. SPIGOT AS SHOWN.
4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 901 BEND AS
SHOWN. ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM
SPACING OF TEN FEET.
5. HOLE IN MANHOLE WAIL TO BE MADE WITH A CORING MACHINE. INSTALL
FLEXIBLE RUBBER COUPLING.
6. CORE HOLE SHALL NOT ENTER CONE SECTION.
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE DROP.
4, 4 L>
PERMIT R o
v SpgCE DU \
• a -o ® o D• • . D
2'-0' 3000 P.S.I. CONCRETE
TYP. �, b - Q ENCASEMENT
ADJUST FLUSH PLAN
WITH FINAL GR DE STANDARD MANHOLE
i FRAME AND COVER
HORZ. SCALE:
1"=50'
VERT. SCALE:
NONE
A.B.C.
STANDARD
MANHOLE
COMPACTED
BACKFILL
TOTAL
CHIMNEY NOT
SECTI❑N
PRECAST CONCRETE
SPACER (DONUT RINGS)
IN TRAFFIC AREAS
ONLY. DONUT RINGS
NOT ALLOWED IN
TOWN OF NASHVILLE
EASEMENTS,
. .. ,..... — , .—
.r
1/4" thick, solid
weld polyethylene
Plastic sheet
weld
3 � Pipe, 8-30 in. dia.
Flow
3 Polyethylene collar
1/2' wide stainless
Plastic steel bond
weld
SECTION A—A
TABLE OF QUANTITIES
PIPE DIAM SHEET COLLAR LENGTH NUMBER OF I NUMBER OF
INCHES SI2E 1 INCHES 112 - BANDS 318 - X 1' BOL TS
8' - 15' 4' x 4' 6' 1 2 1 6
18' - 30' 6' x 6'1 8'1 2 1 6
NOTES:
1. Pipe, collar, and seam coating can be either silicone
caulking (recommended), tar or mastic.
2. Apply silicone caulk, tar, or mastic to collar and lay
pipe on co/lar. App/y silicone caulk, tar or mastic to
top half of co/lar, set in place, line up and bolt halves
together.
J. Install metal bands on split halves of collar and tighten
bolts and bands.
4. Apply silicone caulk, tar or mastic on seams and as
needed to insure a good seal so that completed
installation is watertight.
5. Backfill and hand tamp soil around completed
installation.
6. This anti -seep collar can be used on smooth plastic
pipe, smooth steel pipe and corrugated plastic tubing.
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NOTES/
DETAILS
FILE NO. 2014-045
HORZ. SCALE:
1"=50'
VERT. SCALE:
NONE
• 1: