WQ0028666_More Information (Received)_20190222

INITIAL REVIEW
Reviewer Monday, Tessa R
Project Number* WQ0028666
SUBMITTAL DATED: 2/16/2019
Project Contact Information
Rease provide information on the person to be contacted by MB Staff regarding electronic subnittal, confirmation of receipt, and other issues.
......................................................................................................................................................................................................................................................................................................................................................................................................
Name * Amanda Berger
Email Address* Phone Number*
[e-mail] 919-653-6965
Project Information
Application Type*
r New
r Renewal
r Annual Report
Permit Type *
r Wastewater Irrigation
r Other Wastewater
r Closed -Loop Recycle
r Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?*
r Yes r Nor
N/A
Permit Number*
WQ0028666
Reviewer*
Tessa Monday
Permittee* Aqua North Carolina
Facility Name * Cannonsgate
County* Carteret
r Modification (Major or Minor)
r Additional Information
r Other
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Please provide comments/notes on your current submittal below.
Tessa,
Attached as requested is the groundwater infiltration easement, engineering certification documents for the Bogue
Watch interconnection, and maps with property owner identification. Due to the information requested, I have listed
the property owners and then assigned map identification numbers on each map. Please contact me if there are any
questions or concerns with the attached documents.

Please attach all information required or requested for this submittal to be review here.
Can nonsgate-Boguewatch Forcemain - Eng Cert.pdf 139.57KB
Cannonsgate-Boguewatch Forcemain - Engineer
463.63KB
Report.pdf
Can nonsgate-Boguewatch Forcemain - Fast Track
149.75K6
Cert.pdf
Can nonsgate-Boguewatch Forcemain - Record
3.22MB
Drawing.pdf
Cannonsgate Groundwater Easement.pdf 7.33MB
Cannonsgate PO_20190216.pdf 1.19MB
Application Form Engineering Rans, Specifications, Calculations, Etc.)
For new and modification permit applications, the paper copy is required to be submitted to the
DRIMon Be advised, applications will not be considered complete until both the paper and electronic
applications. have been received. The paper copy shall include the fiMo-ging:
• Application Form
• All relevant attachments (talcs, soils report, specs, etc_)
• 1 full-size engineering plan set
• 2 11-17" engineering plan sets
• 1 extra set of specifications (in addition to the set of specifications proT ided in the
attachments)
• Fee (if required)
This shall be mailed to the follovMT address=
By US. Postal Senice:
Division of Water Resources- Non -Discharge Branch
1617 Mail Service Center Raleigh NC 27699-1617
By Courier/Special Delivery:
Division of Water Resources- Non -Discharge Branch
AZ Nathaniel Thornburg- 9th Floor, Office #942WN
512 N. Salisbury St. Raleigl-4 NC 27604
For questions or problems contact Tessa Monday at 919.707-3464 or TessaMonday(i ncdenr.gol or
Soria Graves at 919.7073657 or 5onia_GravesFdWdc:m_gov_
*140 By checking this box I am acknowledging that I have read the above statement and agree
to send these documents as required to one of the address given above.
Signature
Submission Date 2/16/2019

Mr. Nathaniel Thornburg, P.E.
Non -Discharge Permitting Unit
CD[:
12
512 North Salisbury Street
Archdale Building
Raleigh, NC 27604-1170
RE: ENGINEER'S CERTIFICATI®N
Bogue Watch to Cannonsgate WWTF Interconnect
Wastewater Collection System Extension
Aqua North Carolina
Carteret County
DEQ Permit No. WQ0037078
Dear Mr. Thornburg:
Aqua America Inc. (Aqua) is pleased to present the engineer's certification for the above
referenced project. The proposed project includes the installation of nearly 5,000 linear feet
of 4" diameter force main to interconnect the Bogue Watch WWTF to the Cannonsgate
WWTF in accordance with permit WQ0037078. In addition to the force main, the existing
triplex pump station located at the Bogue Watch WWTF was upgraded with new pumps to
convey raw sewage collected at the Bogue Watch facility to the Cannonsgate WWTF. The
proposed project has been constructed in substantial conformance with the approved plans
and specifications, with the exception of force main material. Due to site conditions and high
costs of a ductile iron force main, value engineering was performed and resulted in the
installation of SDR -18, &900 PVC pipe, Class 51 DI pipe, and SDR -9 HDPE pipe. The
materials used for construction were selected to conform with Section 4 of NCDEQ's
Minimum Design Criteria for the Permitting of Pump Stations and Force Mains.
Please find the following information attached to this letter:
1. Engineer's Certification
2. Bogue Watch Flow Equalization Triplex Pump Station calculations.
3. Force Main Material Submittals
4. Record indicating the force main alignment and pipe material.
202 Macl<enan Court Cary, NC 27511 O: 919.467.8712 F: 919.460.1788 � AquaAmerica.com

'- • 1111 1
Aqua appreciates your time and attentiveness to the success of the proposed project. If you
have any comments or concerns, please do not hesitate to contact us by phone or email at
[phone] or [e-mail].
Sincerely,
Michael D. Poulios, PE
Engineering Manager
Enclosed: Two (2) paper copies and one (1) electronic copy Items 1-3 listed above
CC: Jim Bushardt, DEQ Wilmington Regional Office
(Electronic Submission via email)
2�Page

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>� 5Cannonsgate Development" shall mean the P
Cannozisgate of Bogue Sound an1.
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lincs.,. force tr ains; 'lift stations, aiid al�;:ap' fttnant cquipmEni that; will del�vcr :� astcwafer froze the
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2 Grant<of Easement foi- Giound oxer .L�Lsc7" e Asea..;`
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The parf�es hereto areJ'i

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Description of:Infiiltraian Basin Areas

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Bowe Watch Force Main — Calculations
Attempt to determine the flow the existing pumps at the Bogue Watch EQ basin will produce.
Based on information from the publication "Hydraulic Analysis of Ductile Iron Pipe" (published 11-
1997, revised 7-2006) published by the Ductile Iron Pipe Research Association (DIPRA), a "C" value of
140 was used for the Ductile Iron Pipe (see attached documentation).
Raw Sewage Calculations
This is the design calculations for the new pumps that will be installed in the Bogue Watch EQ basin
to pump raw sewage to the EQ basin at the Cannonsgate WWTP. All three existing pumps at the Bogue
Watch EQ basin will be replaced with the new pumps.
Design information for the well is as follows:
Bogue Watch
Proposed Pump Model Wilo FA 10.33E
Pump Elevation 22.75'
High Water Elevation 40.25'
Normal Water Elevation 37.75'
Low Water Elevation 26.25'
Cannonsaate
N/A
N/A
38.00'
35.50'
24.00'
Elevation Head: Based on worst case scenario, the pump will flow
Bogue Watch and discharge at the high water elevation at Cannonsgate.
38.00' — 26.25' =11.75'
Pressure Head: The flow will discharge at atmospheric elevation.
Line and Minor Losses: 54.2' per spreadsheet.
Bowe Watch Calculations
Elevation Head: = 11.75'
Pressure Head =.0 psi
OPsi* lft
=0'
0.433psi
Line Minor
Losses = 51.2'
Total Dynamic Head =11.75' +
from the low water elevation at
This makes an elevation head of
Based on a Total Dynamic Head of 63.0' and by the pump curves (see attached), a Wilo FA 10.33E pump
will generate production of 125 gpm.

Bogue Watch EQ Basin 140C
Roque Watch EQ Basin
4" Force Main
Design Flow (Q) = 125 gpm
Diameter (D) = 4 in
Material = DIP
Hazen-Wlllams C value = 940.0
Velocity
velocity (v) = 3.191396 fps
Line Loss
H� / 1000 ft = 10.02797
Length = 5036 ft
Line Loss = 50.50087 ft
Minor Loss (EK*V2/2g )
VZ /29= 0.158152
ZK = 4.7
Minor Loss = 0.743316 ft
Total Head Loss (Line Loss +Minor Loss)
Total Head Loss = 51.24419 ft
Fitting K Quanti Total K
Valves:
Globe, fully open 10 0
Angle, fully open 2 0
Gate, fully open 0.15 0
Gate 1/4 closed 0.26 0
Gate, 1/2 closed 2.1 0
Gate, 3/4 closed 17 0
Swing check, forward flow 2 0
180° return
bends:
Flanged 0.2 0
Threaded 1.5 0
Elbows:
Regular 900, flanged 0.3 7 2.1
Regular 90°, threaded 1.5 0
Long radius 90°, flanged 0.2 0
Long radius 90°, threaded 0.7 0
Long radius 45°, threaded 0.2 3 0.6
Regular 450, threaded 0.4 0
Tees:
Line flow, flanged 0.2 0
Line flow, threaded 0.9 0
Branch flow, flanged 1 2 2
Branch flow, threaded 2 0
Other:
Meter
7
Bogue Watch -hydraulic calcs.xls

Project:
100gpm W 659dh
created
on:
2094 02 11
Project number:
Created
by:
J. Stanford
Technical data
Submersible sewage pump FA 10.33E
with motor
FiS 17.1-4/8KEx
Tender text
Submersible Sewage Pump as submersble,•single-stage block unit in stationary, vertical Installation to pump untreated
sewage which doesn't attack the pump neither chemically nor mechanically. Pump w ith radially arranged discharge piece
and axial pump intake. Service -friendly design by separated motor and pump casing. Pumping values to be guaranteed as
per ISO 9906 Annex A
Submersible motor in pressure -resistant design, w ith internal, herrn atically-tight active cooling w Rh highly efficient heat
exchanger, double mechanical shaft seal in EMU block design, as w ell as separate sealing chamber. The motor chamber and
the sealing chamber are f filed w ith medical w hhe oil. Motor sealing at the shaft by a double, w ear -resistant mechanical shaft
seal independent of the direction of rotation entirely made of silicon -carbide as closed unit in EMU sealing cartridge of
stainless steel w ith intermediate separation chamber and additional shaft sealing ring.
Both seals are cooled and lubricated. The motor chamber is equipped w ith connecting term nals. Protection of the motor
w inding by thermistors installed. Both closed ball bearings are maintenance -free and filled w ith high-quality grease. All
casing parts are of cast iron. Shaft and connecting elements are of stainless steel. The motor is suitable for continuous
operation (sl) under full load in Immerged and completely emerged condition.

Project:
100gpm @ 65-tdh
Cleated
on:
2014-02,,17
Project number:
Suciion port
DMO
PN10 '.
_. .
Created
by:
J. Stanford
Technical data
Submersible sewage pump FA 10.33E
with motor
FK 17.1-4/8KEx
Dimensions in inch
Connections
a
363/4
r
53/ts
Suciion port
DMO
PN10 '.
_. .
b
281/2
s
1213116
c
119/16
t
615116
d _.
45116 ._
v
9/16
e
143/4
w
203/4
Discharge port
DN100
PN10
f
7'14
x
39/16
g
109/16
y
65/16
h
183/16
z
71/2
i
87/6
Suspension device
DN100/2RK 6036889
I
115/16
k
37/8
q
46/16

Pm a Owe 41m CLQ * I' )
Project: 100gpm @ 65'tdh Created on: 2014-02-17
Project number: Created by: J. Stanford
Pump
Duty point data
Impeller p
designed
85/16
inch
Volume flow
100
US g.p.m
Nominal speed
1740
rpm
Head
65
ft
Frequency
60
Hz
Shaft pow er
P2
3.7
hp
Impeller type
Single -channel
Pump efficiency
44.6
%
Motor
Pow erinput
Pi
15.1
hp
Rated power
6.2
hp
Required pump NPSH
4.4
ft
Sel. explosion protection
FM
Speed
1659
rpm

Calculations below are to consider the volume of the existing EQ basin at Bogue Watch.
The existing EQ basin at Bogue Watch has an existing area of 448 square feet. The current high
water float is set at elevation 40.25' and the current low water float is set at elevation 26.25'
Basin Area
High Water Elevation
Low Water Elevation
Elevation between floats
Total volume within EQ basin
Bogue Watch EQ Basin
Existing Conditions
448 square feet
40.25'
26.25'
14 ft
46,918 gal
Proposed Conditions
448 square feet
29.25
26.25'
3'
10,054 gal
Based on the permitted flow from the Bogue Watch WWTP (WQ0029821) of 150,000 gpd, this
means the EQ basin will fill up and the pumps need to run approximately 3 times per day.
We propose the foll
owing design criteria:
We are designing the pump and flows for 80,000 gpd coming from Bogue Watch. If the
flows approach 80,000 gpd, we will begin analysis to see if more powerful pumps are
necessary (see project narrative).
® We propose setting the High Water Elevation 3 feet above the low water float. This will give
a storage volume of approximately 10,000 gallons. This means that the EQ basin will need to
be pumped about eight (8) times a day.
® As the EQ basin volume is quite large compared to the total flow in, we believe that a
peaking factor will not be necessary, as the flow will balance out over the day.
The EQ basin already has existing odor control install
ed

Cannonsgate
Map
Assignment
Parcel ID
Owner
Map Page 1
1
630501468161000.00
SLACK,BRUCE M JR ETUX LINDA
2
630501468025000.00
MALM,GARY W ETAL BARBARA A TR
3
630501457999000.00
MALM,GARY W ETAL BARBARA A TR
4
630501457974000.00
STREAMLINE DEVELOPERS LLC
5
630501457857000.00
PERRY,MATTHEW T ETUX DEVON D
6
630501457851000.00
HOUSTON,BRANTLEY E ETUX ETAL
7
630501457763000.00
RINER,WADE
8
630501457627000.00
STEF LLC
9
630501456636000.00
MORRIS,HENRY J
10
630501455675000.00
ISKANDER,SHERIF YOUSSEF
11
630501455615000.00
BRUCE,VICTOR W ETUX AMY DURDEN
12
630501454655000.00
VIEIRADAROSA,RODRIGO ETUX
13
630501453696000.00
CANNONSGATE BOGUE SND HOA INC
Map Page 2
14
630504649370000.00
CANNONSGATE BOGUE SND HOA INC
15
630502564111000.00
MORRIS,HENRY J
16
630502563153000.00
HOPE,DANNY F ETUX TRUDY DAVIS
17
630502562194000.00
RIDDLE,GENE ETUX LEE ANN
18
630502562123000.00
CROOM,WILLIAM P
19
630502561161000.00
HUMPHREY,LINWOOD ETUX JACKIE
20
630502561008000.00
LEVINE,JEFFREY ETUX MARJORIE
21
630502560045000.00
CAROLINA SOUTH BUILDERS INC
22
630502560001000.00
WATERFRONT DEVLPMNT SRVICE INC
23
630501459985000.00
LY,LUAN MINH ETUX NGUYET
24
630501459868000.00
TILYARD,JOHN ETUX FALANDYS
25
630501459852000.00
STEF LLC
26
630501459746000.00
HUSTON,LEA A ETVIR KEITH G
27
630502550517000.00
HOUSTON,BRANTLEY E ETUX ETAL
28
630502550542000.00
FURTNER,KEVIN J ETAL MADELINE
29
630502551408000.00
BAYSDEN,BILL T ETAL BAYSDEN
30
630502551455000.00
BUNDY,LEON W ETUX ANN MARIE
31
630502552423000.00
FOUR DOLLARS PARTNERS LLC
32
630502552483000.00
FOUR DOLLARS PARTNERS LLC
33
630502553443000.00
ALLARD PROPERTIES LLC
34
630502554404000.00
SHUPE,KEITH ETUX LAURIE
35
630502554466000.00
MALONEY,BRIAN P
Map Page 3
36
630502661213000.00
STREAMLINE DEVELOPERS LLC
37
630502661249000.00
MARTIN,JAMES RAY ETUX KRISTIN
38
630502661365000.00
WATSON,CHRISTIE RUSSELL
39
630502661452000.00
BUTCH,DOMINICK S
40
630502661447000.00
BUTCH,DOMINICK S
41
630502661523000.00
STREAMLINE DEVELOPERS LLC
42
630502563322000.00
SMITH,CAROL M
43
630504649370000.00
CANNONSGATE BOGUE SND HOA INC

Carteret County, N.C.
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information sources should be consulted for verification of the information contained on this site. Carteret County assumes no legal responsibility for the information contained on this site. Carteret County does not guarantee that the data and map services will be available to users without
interruption or error. Furthermore, Carteret County may modify or remove map services and access methods atwill.

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The information displayed by this website is prepared for the inventory of real property found within t his jurisdiction and is compiled from recorded deeds, plats, and other public records and data. Users of this information are hereby notified that the aforementioned public primary
information sources should be consulted for verification of the information contained on
this site. Carteret County assumes
no legal responsibility for the information
contained on this site. Carteret County does not guarantee that the data and map services will be available to users without
interruption or error. Furthermore, Carteret County may modify or remove map services and access methods atwill.

Tax Parcel Information:
Carteret County, N . C .�
Owner: CANNONSGATE BOGUE SND HOA INC
Current PIN: 630504649370000
5 C�
Site Address:
-
x
505 CANNONSGATE DR
t
NEWPORT
F
Mailing Address:
4�
537 -A CANNONSGATE DRIVE
•' _ ,
45NEWPORT
NC 28570
f
Legal Description:
COMMON AREA CANNONSGATE PHASE 1 & 2
,'" `y
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41
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Fire District. BROAD/GALES CK FIRE
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Tax District: 1015
Township: WHITE OAK
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Use: COMMONAREA
$ NBHD: 150077
Land Value:
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Other Value: $ o�
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Year Built: 2008?;
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Total Value: $2 Noise Level:
Sale Price: $o AICUZ Zone:
Deeded Acres: o GIS Acres: 34.353
Plat Ref: 30 / 784 Roll Type: R
N ry L
Deed Ref: 1285 / 345 Deed Date: 20o8o916-,
Bedrooms: o Bathrooms: O
s '14?1}` Printed February 16, 20 19
lin=4a�ft E iso'' '
The information displayed by this websle is prepared for the inventory of real property found within this jurisdiction and is compiled from recorded deeds, plats, and other public records and data. Users of this information are hereby notified that the aforementioned public primary
informationsourcesshould beconsulted for verification ofthe information contained onthissite. Carteret Countyassumesnolegal responsibility for the information contained onthissite. Carteret County does not guaranteethatthedataand mapserviceswilbeavailabletousers
without interruption or error. Furthermore, Carteret County may modify or remove map services and access methods at will.

A19111191M 0111111
PERMITTEE: Aqua North Carolina Inc
PERMIT #: WQ0037078
PROJECT: Bogue Watch to Cannonsgate WWTF Interconnect
ISSUE DATE: May 8, 2014
C®UIUTY: Carteret
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
Consequently, it should be. submitted in a manner that documents the Division's receipt. Send the
required documentation to the Wilmington Regional Supervisor, Water Quality Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and'
design calculations regardless of whether partials have been submitted.
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permitete ndhe Permjtteeis prepared to.operate &maintain
the wastewater collection system perm
Nrinted Name, Title
n�r�e►,
Si
ENGINEERS CERTIFICATION
as a dul registered Professional Engineer in the State of North Carolina,
having been authorized to observe ( ,periodically, ❑weekly, ❑full time) the construction of the
project name and location as reference above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the
Division of Water -Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable, and other supporting materials.
North Carolina Professional Engineer's Seal w/signature &date
NC Division of Water Resources —Water Quality Section 127 Cardinal Drive Extension Wilmington, NC 28405
Wilmington Regional Office Phone: [phone] FAX: [phone]

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MATERIAL. AREAS NOT AUTHORIZED AS
UNDERCUT SHALL BE BACKFILLED AT
CONTRACTORS EXPENSE WITH SELECT
BEDDING MATERIAL
SHEETING
SHEETED TRENCH UNSHEETED TRENCH
SEE NOTE 1
[TVP)
SIDES CAN
BE FORMED
2500 PSI
CONCRETE
UNDISTURBED
EARTH
NOTES:
1. * 15" MAX. FOR PIPE DIAMETER LESS THAN 24", & 24" MAX.
FOR PIPE DIAMETER 24" AND GREATER.
2. "D" REFERS TO THE DIAMETER OF THE PIPE.
3. "T" REFERS TO THE THICKNESS OF THE PIPE,
4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL
ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY
THE ENGINEER.
5, REFER TO THE SPECS. FOR SHEETING AND GRACING
EXCAVATIONS.
6. CONCRETE ENCASEMENT SHALL EXTEND 10' PAST THE CROSSING
IN BOTH DIRECTIONS ALONG THE PIPE BEING CROSSED.
GROUND LEVEL
J -
SEE STANDARD ROADWAY OPEN -CUT DETAIL FOR LAST
3' OF FILL IN PAVED AREAS
a
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DENSITY AS DETERMINED BY
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144' (216')
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1. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL BENDS, TEES AND DEAD ENDS AS
INDICATED IN THESE TABLES, OR AS SHOWN ON THE DRAWINGS FOR OTHER SPECIFIC
CONDITIONS, THE USE OF CONCRETE THRUST BLOCKING IS PROHIBITED, UNLESS
OTHERWISE INDICATED ON THE DRAWINGS,
2. MAXIMUM LENGTHS OF PIPE SHALL BE USED WITHIN RESTRAINED SECTIONS.
3. LENGTH OF PIPE WITH RESTRAINED JOINTS IS BASED ON INSTALLATION IN SP SOILS.
IF OTHER SOIL CONDITIONS ARE ENCOUNTERED, LENGTH OF RESTRAINED PIPE SHALL
BE ADJUSTED ACCORDINGLY. ENGINEER SHALL SUPPLY CALCULATIONS TO AQUA
NORTH CAROLINA, INC. FOR REVIEW.
4. PIPE TRENCH AND INSTALLATION SHALL BE DIPRA TYPE 4 AS SHOWN ON DETAILS
SHEET.
N
O
O
a
3
a
THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL BE
LENGTH IN FEET REQUIRED FOR DIP RESTRAINED
JOINTS
A B B
A
A
8
B
B
B
D
SIZE END
TEE & PLUG
N
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37' (55')
37' (55)
21' (26')
18' (18')
18' (18')
18' (18')
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18' (18')
8. 67' (100')
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�-• � d NOTES•
1. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL BENDS, TEES AND DEAD ENDS AS
INDICATED IN THESE TABLES, OR AS SHOWN ON THE DRAWINGS FOR OTHER SPECIFIC
CONDITIONS, THE USE OF CONCRETE THRUST BLOCKING IS PROHIBITED, UNLESS
OTHERWISE INDICATED ON THE DRAWINGS,
2. MAXIMUM LENGTHS OF PIPE SHALL BE USED WITHIN RESTRAINED SECTIONS.
3. LENGTH OF PIPE WITH RESTRAINED JOINTS IS BASED ON INSTALLATION IN SP SOILS.
IF OTHER SOIL CONDITIONS ARE ENCOUNTERED, LENGTH OF RESTRAINED PIPE SHALL
BE ADJUSTED ACCORDINGLY. ENGINEER SHALL SUPPLY CALCULATIONS TO AQUA
NORTH CAROLINA, INC. FOR REVIEW.
4. PIPE TRENCH AND INSTALLATION SHALL BE DIPRA TYPE 4 AS SHOWN ON DETAILS
SHEET.
TABLE APPLIES TO DUCTILE IRON FOR FOLLOWING CONDITIONS:
1. TEST PRESSURE: 150 PSIG
2. SOIL TYPE: SP
N 3. DEPTH OF COVER: 30"
b 4. SAFETY FACTOR: 1.5
m N 5. COMPACTION: AS SHOWN ON DETAIL DRAWINGS
n N
so VALUES IN PARENTHESIS ARE FOR PIPE ENCASED IN POLYETHYLENE
U
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METALLIC OR VINYL CONTINUOUS
IDENTIFICATION/WARNING TAPE �1
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WIRE TO BE PLACED INSIDE PIPE WITHo
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DEAD
VALVE BOX END
NOTES:
1. BEDDING MATERIAL QUANTITIES ARE CALCULATED BASED ON
mw 0
THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL BE
LENGTH IN FEET REQUIRED FOR DIP RESTRAINED
JOINTS
A B B
A
A
8
B
B
B
D
SIZE END
TEE & PLUG
90' BEND
45' BEND
22 )� BEND
11 D
37' (55')
37' (55)
21' (26')
18' (18')
18' (18')
18' (18')
52' (78')
52' (78')
30" (36')
18' (18')
18' (18')
18' (18')
8. 67' (100')
67' (100')
36' (45)
18' (18')
18' (18')
18' (18')
81' (122')
81' (122')
44' (54')
18' (22')
18' (18')
18' (18')
12* 94' (141')
94' (141')
50' (63')
21' (26')
18' (18') 1
18' (18')
140 1 107' (160')
107' (160')
60' (72')
23' (30')
18' (18')
18' (18')
16- 120' (180')
120' (180')
64' (BO')
27' (33')
18' (18')
18' (18')
144' (216')
144' (216')
80' (94')
32' (39')
18' (18')
18' (18')
24�167' (250')
167' (250')
88' (108')
37' (45')
18' (18')
18' (18')
TABLE APPLIES TO DUCTILE IRON FOR FOLLOWING CONDITIONS:
1. TEST PRESSURE: 150 PSIG
2. SOIL TYPE: SP
N 3. DEPTH OF COVER: 30"
b 4. SAFETY FACTOR: 1.5
m N 5. COMPACTION: AS SHOWN ON DETAIL DRAWINGS
n N
so VALUES IN PARENTHESIS ARE FOR PIPE ENCASED IN POLYETHYLENE
U
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IDENTIFICATION/WARNING TAPE �1
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WIRE TO BE PLACED INSIDE PIPE WITHo
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DEAD
VALVE BOX END
NOTES:
1. BEDDING MATERIAL QUANTITIES ARE CALCULATED BASED ON
mw 0
THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL BE
INSTALLED REGARDLESS OF PIPE MATERIAL
A B B
FOR 48" RCP/DI B=6', D=6'
B
FOR 42" RCP/DI B=6', D=5' -6"o
ENDO
FOR 30" RCP/DI B=4'-6", 0=4'-6"
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FOR 24" RCP/DI B=4', D=4'-0"
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18'
FOR 12" PVC/OI B=2', D=3'-0"
o
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FOR 8" PVC/DI 8=2', D=3'-0"
¢
2. THE BEDDING MATERIAL SHALL BE GRANULAR, CLEAN, COARSE
8"
PEA GRAVEL, OR WELL GRADED CRUSHED ROCK PLACED IN
82' 36' 18'
18'
LAYERS NOT TO EXCEED 6" LOOSE LIFTS FOR THE FULL WIDTH
OF THE TRENCH.
98'
3. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
WALLS AND TRENCH BOTTOM. OVERAGE OF BEDDING MATERIAL
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY THE
PROJECT REPRESENTATIVE AND SHALL ONLY BE PAID FOR IN
THE AMOUNT OF THE AUTHORIZED QUANTITY.
4. BEDDING MATERIAL SHALL BE PROPERLY RODDED AROUND
THE PIPE HAUNCHES.
F
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TABLE APPLIES TO PVC PIPE FOR FOLLOWING CONDITIONS:
1. TEST PRESSURE: 150 PSIG
2. SOIL TYPE: SP
3. DEPTH OF COVER: 30"
4. SAFETY FACTOR: 1.5
5. COMPAC1ION: AS SHOWN ON DETAIL DRAWINGS
,
3
LENGTH IN FEET REQUIRED FOR PVC
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A B B
B
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22 V BEND
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45' 20' 18'
18'
18'
6"
63'
63' 28' 18'
18'
18'
8"
82'
82' 36' 18'
18'
18'
10"
98'
98' 44' 18'
18'
18'
12"
1 116'
116' 1 51' 1 20' 1
18'
18'
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18'
18'
20"
179'
179' 75' 31'
18'
18'
24"
208'
208' 87' 36'
18'
18'
TABLE APPLIES TO PVC PIPE FOR FOLLOWING CONDITIONS:
1. TEST PRESSURE: 150 PSIG
2. SOIL TYPE: SP
3. DEPTH OF COVER: 30"
4. SAFETY FACTOR: 1.5
5. COMPAC1ION: AS SHOWN ON DETAIL DRAWINGS
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