Application - 1/27/2017

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10L6720149:T MI Nkri
OF ENVIRONMENTAL QUALITY
Division of Water Resources
Wilmington Regional Office
Pump and Haul Permit Application
RECEIVEDAICDENR/.DWR
JAN 7 2017
Water Quality Regional
Sect
m; ' .u..
.:, . rlgee
Application Number:(/ K 11 o be completed by DWR for new projects)
GENERAL INFORMATION:
Applicant (corporation, individual, other): Onslow Water and Sewer Authority (ONWASA)
Print owners or signing official's name and title (person legally responsible for the facility and its compliance)
Eddie Caron. Utilities and Planning Sunerintendent
Mailing address of applicant: 228 Georgetown Road, PO Box 1415
City: Jacksonville State: NC Zip: 28540
Telephone number:9( 10) 937-7523 Facsimile number:( 910 ) 455-5607
Email Address: ecaron(a),onwasa.com
Project name (facility or establishment): Summerhouse Wastewater Treatment Plant (WWTP)
County where project is located: Onslow
Fee submitted: $ 810.00 (See Instruction B.)
Name and complete address of engineering firm: ONWASA Engineering Division
228 Georgetown Road, P.O. Box 1415
City: Jacksonville State: NC Zip: 28540
Telephone number: 91937-7521 Facsimile number: ( 910 ) 455-5607
Name and affiliation of contact person who can answer questions about project: David M. Mohr PE
Engineering Director, ONWASA Email Address: dmohrAonwasa.com
PERMIT INFORMATION:
If this application is being submitted as a result of a modification to or renewal of an existing permit, please provide
the existing permit number W00038296 and the issuance date February 15, 2016
Specify whether the applicant is: public XXX or private
Form: P&H 11/13 Page 2 of 5

III. INFORMATION ON WASTEWATER:
I . Nature of wastewater: Domestic 100 % Commercial N/A % Industrial N/A %
Other waste (specify): N/A
2. Please provide a one or two -word description specifying the origin of the wastewater (school, restaurant, apartments,
commercial): Residential development
3. Volume of wastewater generated by this project: 8,000 gallons per day.
4. Explanation of how wastewater flow was determined: Maximum volume generated from #2, #3 and #4 pump stations
within the Summerhouse development.
5. Description of any pretreatment of wastewater prior to pumping and hauling: N/A
IV. TREATMENT FACILITY INFORMATION:
1. Name of treatment facility receiving wastewater: Holly Ridge WWTP / French Creek WWTP
2. NPDES permit number of treatment facility: W00019907 / NCO063029
3. Treatment facility contact person and telephone no: Mark Young [phone]
4. County where treatment facility is located: Onslow (both sites)
V. CONTRACT HAULER INFORMATION:
1. Name of owner/company of transporting (hauler) vehicle: Lewis Farms & Liquid Waste, Inc. / ONWASA
2. Mailing address of hauler:8155 Malpass Corner Road, Currie, NC 28435 / P O Box 1415, Jacksonville NC 28540
3. Telephone number of hauler: 800-624-2979 / [phone]
4. Provide the typical hauling volume of the vehicle: Contract Hauler — 4,000 gallons/load
ONWASA Hauler - 2,400 gallons/load
VI. GENERAL PROJECT INFORMATION
1. Brief project description: Summerhouse at Everett Bay, a residential PUD with a total of 1,029 residential lots,
was designed and infrastructure completed in 2008. The Summerhouse WWTP serving this development was
constructed by the developer and turned over to ONWASA in 2009.
2. Explanation of why pump and haul is being requested: Ongoing rehabilitation of the existing wastewater treatment
facility has prevented its operation and treatment of wastewater for the 21 occupied homes and clubhouse that now
exist within the Summerhouse development.
3. Specify how long the pump and haul permit will be needed (maximum of six months): Maximum of 6 months.
Remaining work on the treatment facility will be completed by the end of March 2017, after which a final State
inspection/approval and start-up will occur.
4. What will be the permanent method of wastewater disposal once the pump and haul activities have ceased?
Operation of the rehabilitated Summerhouse Wastewater Treatment Plant and high rate infiltration ponds.
5. Date that permanent disposal method will be available: As soon as rehabilitation work is completed and required State
approvals are received, but no later than June 1, 2017
Form: P&H 11/13 Page 7 of 5

6. Have permits/approvals for the permanent disposal method been obtained?
XXX Yes; Permit No. WO0029945 Permitting agency DWO/APS/LAU
No; Pending permit No. Permitting
7. What type of tank or container will the wastewater be pumped from and what is the volume of this container?
Existing precast concrete wet wells at Pump Stations No.2.3. and 4 within the Summerhouse at Everett Bay
Develooment. Total volume is 9.500 gallons.
8. Is the tank or container already in place or will it be installed for these activities? Existing
9. What type of high water alarm does the container have? Audible and visual YES Auto dialer YES
LIAIA
MAfl11
OWNER'S SIGNATURE:
Applicant's Signature and Certification:
1, Eddie Caron , attest that this application for the
Summerhouse Wastewater Treatment Plant Pumo and Haul Permit
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete. Note: In accordance with NC General
Statutes 143-215.6A and 143-215.66, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penaties up to $3,r60B,t}f8r violation.
Signature: Date: 1142 fkl7
ENGINEER'S CERTIFICATION:
Professional Engineer's Certification:
I, David M. Mohr P.E. attest that this application for the
Summerhouse Wastewater Treatment Plant Pumo and Haul Permit
has-been reviewed by me and is accurate, complete and consistent with the information supplied in the engineering
plans, calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Although
certain portions of this submittal package may have been developed by other professionals, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Form: P&H 11/13 Page 4 of 5
\�

FA4emb&r Governments
Holly Ridge
Jacksonville
North Topsail Beach
Onslow County
Richlands
Swansboro
January 18, 2017
ONWAS A
Onslow Water & Sewer Authority
To: Surface Water Protection Supervisor.
Utilities and Planning
Eddie Caron
Utility Planning
Superintendent
910.937.7523 Tel
910.455.5607 Fox
This letter is in reference to the Pump and Haul permit renewal for Summerhouse
WWTP.
I, Mark Young, ORC of the Holly WWTP/ Wastewater Surface Irrigation Facility,
am willing and able to accept the additional flow requested from the Summerhouse
WWTP.
The average flow for the Holly Ridge WWTP Wastewater Surface Irrigation
Facility (WQ0019907) for the last year was .226 MGD; the WWTP is permitted
for 260,626 gpd.
I don't foresee the additional flow of 8000 gpd interfering with the normal
operation of this facility.
Thank ou,
M rk Young
ORC
Holly Ridge WWTP
228 Georgetown Road • P.O. Box 1415 • Jacksonville, NC 28540 • Tel [phone] • Fax [phone] • www.onwasa.com

Member Governments
Holly Ridge
Jacksonville
North Topsail Beach
Onslow County
Richlands
Swonsboro
Date: January 18, 2017
ONWAS A
Onslow Water & Sewer Authority
To: David Mohr, Engineering Director
From: Eddie Caron, Utilities and Planning Superintendent
Subject: Summerhouse WWTP Pump and Haul Permit
Utilities and Planning
Eddie Caron
Superintendent
910.937.7523 Tel
910.455.5607 Fax
The Hunters Creek pump station can handle 8,000 gallons per day for conveyance
to the French Creek treatment facility on Marine Corp Base Camp Lejeune.
Thank ou,
Eddie Caron
228 Georgetown Road • P.O. Box 1415 • Jacksonville, NC 28540 • Tel [phone] • Fax [phone] • www.onwasa.com

WASTEWATER SALES AGREEMENT
ADDENDUM III
RECITALS
WHEREAS, the Parties entered into the Wastewater Sales Agreement on
February 17, 2004 (hereinafter referred to as the "Agreement) and has heretofore
executed 2 addendums to the Agreement;
WHEREAS, the Agreement provides for a Phase 1 Volumetric Flow Limit of 2
mgd and permits the Authority to submit a written request to the Government
Representative for an increase in the Volumetric Flow Limit;
WHEREAS, on April 24, 2006, the Authority has requested in writing that the
Government increase the Volumetric Flow Limit to the Phase 2 level of 3.5 mgd;
WHEREAS, at the time of execution of the Agreement, the Authority had
determined to design its facilities to utilize the Phase 1 Volumetric Flow Limit of 2 mgd;
WHEREAS, since the execution of the Agreement, the Authority had identified
additional needs which, through good business practice, requires that the Authority
design its utility facilities to utilize the Phase 2 Volumetric Flow Limit of 3.5 mgd;
WHEREAS, the potential users of additional capacity provided by the Phase 2
Volumetric Flow Limit include, but are not limited to, the City of Jacksonville (1 mgd),
the Town of Swansboro (1 mgd), Hunters Creek (about 900 residential connections),
other incorporated areas of Piney Green, and substantially more interest for sewer
capacity from developers;
WHEREAS, the cost of designing the Authority's facilities to utilize the Phase 2
Volumetric Flow Limit is substantial and the Authority has determined that it would be
potentially wasteful to so design its facilities unless it is assured that the Phase 2
Volumetric Flow Limit is available;
WHEREAS, as required by paragraph 2 (e) and Exhibit A of the Agreement, the
Government has determined that the Phase 2 volumetric flow capacity of 3.5 mgd is
available, that such service is not available to the Authority from another local source,
that the sale of such service is in the public interest, such additional service shall
comply with all applicable federal, state and local laws and regulations pertaining
thereto and that the Authority is fully in compliance with the terms and conditions of the
Agreement.

NOVO, THEREFORE, the parties agree as follows:
1. PROVISION OF UTILITY SERVICES
(a) Description. The Government shall from the effective date of this
addendum provide the Authority 3.5 million gallons per day of
sanitary sewage disposal and treatment services for wastewater
affluent. Connection to the Government system shall be in
accordance with the provisions noted in Addendum 11 to the
Wastewater Sales Agreement.
(b) Effective Date. This addendum shall become effective on the date
of its full execution by both parties hereto.
FOR THE PARTIES:
w
For the Government:
Marine Corps Base, Camp Lejeune
For the Author'
Marvin Trott
Chairman
Onslow Water and Sewer Authority
Date:
Date: S j / w j „ .-)
APPROVED AS TO FORM BY:
Z , ,
Date: Y -10-o-7_
William O. 1 Lyncfi

LEWIS
116 8z, LIQUID
January 13, 2017
Shawn Nason
Facilities & Collection Supervisor
ONWASA
PO Box 1415
Jacksonville, NC 28540
RE: Pump and Haul at Summerhouse
Dear Mr. Nason,
FARMS
WASTE, INC.
Lewis Farms can continue pump and haul operations from the Summerhouse Subdivision at current
volumes. If needed, Lewis Farms can increase the volume of wastewater hauled should demand increase.
Please do not hesitate to contact me if you have any further questions.
Sincerely,
Wesley Wooten
8155 Malpass Corner Road Currie, NC 28435
910.283.9823 phone [phone]fm wesleyalewisfarmsandliquidwaste.comematr
www. lewisfarmsandliquidwaste.com icebslle

Member Governments
Holly Ridge
✓acbonwRe
North Topand Reach
Onslow Comity
Richloads
Swanehoro
0 NWAS
Onslo�m Water 8 Sewer Au[ho� i.,
Eneineerine Division
910.937.7511 Tel
910,433.5607 pax
RECEIVEDINCDERR/M
JAN 2 7 2017
Water Quality Regional
Operations Section ice
Detailed Plans, Technical Specificationgilaind °
For
Summerhouse WWTP at Everett Bay
Pump and Haul Permit Renewal Application Package
Prepared By:
David M. Mohr, PE
January 20, 2017

228 Georgetown Road • P.O. Box 1415 • Jacksonville, NC 28540 • Tel [phone] • Fax [phone] • www.onwosa.com

2 � �
SECTION 33 01 39
WASTEWATER FLOW CONTROL
PART GENERAL
1.1 SUMMARY
A. Section Includes:
1. Pumping and Hauling
2. Flow Control Precautions
1.2 SUBMITTALS
A. CONTRACTOR to submit a complete and detailed pump and haul plan to the ENGINEER for
review, prior to commencement of Work in this Section.
1.3 RESPONSIBILITY FOR OVERFLOWS AND SPILLS
A. It shall be the responsibility of the CONTRACTOR to schedule and perform his work so as to
result in no overflows or spills of sewage or combined sewage from the system.
B. In the event of overflows caused by the CONTRACTOR's work activities, the CONTRACTOR
shall immediately take appropriate action, in accordance with the OWNER's SSO Emergency
Response Plan and all applicable regulatory requirements, to contain and stop the overflow,
clean up the spillage, disinfect the area affected by the spill, and notify OWNER immediately
upon first knowledge of overflow event.
C. CONTRACTOR will indemnify and hold harmless the OWNER for any fines or third -party
claims for personal or property damage arising from a spill or overflow that is fully or partially
the responsibility of the CONTRACTOR. Should fines subsequently be imposed, as a result of
any overflow for which the CONTRACTOR is fully or partially responsible, the CONTRACTOR
shall pay all such fines and all of the OWNER's legal, engineering, and administrative costs in
defending such fines and claims associated with the sanitary sewer spill.
PART 2 PRODUCTS
2.1 EQUIPMENT
A. Truck -Mounted Pump and Haul Equipment Shall Include:
1. 2400 gallon debris body capacity (ONWASA's Vacuum Truck)
2. 7500 gallon capacity (Contract Hauler)
3. 4000 gallon capacity (Contract Hauler)
PART 3 EXECUTION
3.1 GENERAL
A. All pipe materials utilized in wastewater flow diversion during construction shall be in good
condition, and free of defects, and leaks. Any defective material shall be replaced by the
CONTRACTOR at no cost to the OWNER. Upon completion of the job, pipe materials shall be
removed from the site.
ONWASA Waste Nater Flow Control
Standard Specifications 33 01 39 -1

3.2 FLOW CONTROL PRECAUTIONS
A. The CONTRACTOR shall be responsible for taking sufficient precautions to protect public
health. The sewer lines shall also be protected from damage. The following shall apply:
1. No wastewater shall be allowed to back up into any homes or buildings.
2. No wastewater shall overflow any manholes, cleanouts, or any other access to the
sewers.
3. Users upstream of the pump and haul area shall be able to use all their water and sewer
utilities without interruption.
B. Any sump pumps, bypass pumps, trash pumps, or any other type of pump which pulls
wastewater or any type of material out of the manhole or sewer shall discharge the material
into another manhole, or appropriate vehicle or container approved by the ENGINEER. Under
no circumstances shall this material be discharged, stored, or deposited on the ground, swale,
road, or open environment.
C. The CONTRACTOR shall take appropriate steps to ensure that all pumps, piping, and hoses
that carry raw wastewater are protected from traffic.
D. If during the execution of the Work any raw wastewater is spilled, discharged, leaked, or
otherwise deposited in the open environment, due to the CONTRACTOR's work, the
Contractor shall be responsible for any cleanup of solids and stabilization of the area affected.
This work shall be performed at the CONTRACTOR's expense with no additional cost to the
OWNER. The CONTRACTOR shall also be responsible for notifying the OWNER's sewer
system maintenance personnel and complying with any and all regulatory requirements for
cleaning up the spill at no additional cost to the OWNER.
E. The CONTRACTOR shall take proper precautions to prevent damage to existing sanitary
sewer facilities, flooding, or damage to public or private property.
F. The CONTRACTOR shall make repairs or replacements or rebuild such damaged section or
sections of existing sewers, as directed by the ENGINEER. All such repairs, replacements,
and rebuilding shall be paid for by the CONTRACTOR.
G. The CONTRACTOR shall make such provisions as are necessary for handling all flows in
existing sewers, connections, and manholes by pipes, flumes, or by other approved methods
at all times, when his operations would, in anyway, interfere with normal functioning of those
facilities.
H. The CONTRACTOR shall be responsible for the removal of any debris and sedimentation in
the existing sewers, laterals, and manholes, etc., which is attributable to his work under this
Contract.
All operations shall be performed by the CONTRACTOR in strict accordance with OSHA and
any other applicable safety requirements. Particular attention is directed to safety regulations
for entering confined spaces.
END OF SECTION
ONWASA Wastewater Flow Control
Standard Specifications 330139-2

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6. VH 4-1 AROUND THE PUMP STATION SITE
SEE SHEET SEE SHEET (DESIGNED BY OTHERS)
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SUMMERHOUSE ON EVERETT BAY SCALE 1'=10' (HeO=)
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(REF PLAN] ,
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PORTABLE HOIST FOUNDATION
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BASINNUATION 6
(CONTITOR
-- —
_-_- -
TOP SLAB- 11 25
O
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4
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(SEE DETAIL SHEET DI)
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1V WIDE PAVED EARTHEN BERM AND SCREENING
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6. VH 4-1 AROUND THE PUMP STATION SITE
SEE SHEET SEE SHEET (DESIGNED BY OTHERS)
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SUMMERHOUSE ON EVERETT BAY SCALE 1'=10' (HeO=)
WASTEWATER PUMP STATION #4511 E PLAN
SCALE 1" -td
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PLATE
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PLATE
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SEE SHEET C28
--- -- '-
90' BEND
BASINNUATION 6
(CONTITOR
-- —
_-_- -
TOP SLAB- 11 25
MIN 4'x3' LOCKABLE ALUMINUM
S.5 CABLE HOLDER
4
S.S JUNCTKIN BOX MIN IV ABOVE SLAB
UPPER GUIDE LOAD,
BRACKET
2
__ _
- -- INSTALL FORCEMAIN AT
ELEVATION REWIRED TO
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SHALL
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BAR EVUINATE HIGHPOINT
FINISHED GRADE m 11 OD'TW�N PS AND
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V FLANGE COUPLING
THERN MODEL 5124 PORTABLE HOIST g1DNGE THIS ADAPTER
NTH BASE PLATE
(SEE DETAIL THIS SHEET) GUIDE BARS
PRECAST CONCRETE
VALVE VAULT 5'W X 5'L
5.5 JUNCTION BOX FOR
PUMP POWER CABLES &
CL VRA
EPTH ASR REQUIRED
LIQUID LEVEL CABLES
MIN 8 MIL SURFACE DRY EPDXY SEALER PRIME
(SEE SHEET E6)
COATING COATING SHALL BE MSP
COAAND NSP 120
SS CABLE HOLDER
6' OUTSIDE SWING ARM
10" D L GRAVITY SEWER
.- SS CHAIN HOOK
CHECK VALVE
OF THE PS STRUCTURE PRIOR TO BACKnUJNG
6" PLUG VALVE CONCRETE THRUST COLLAR
2' MIN
8'x6" TEE W/ BLOCKING
qQ ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD -FRONT AND PAD -LOCKABLE
SPOOL PNCE
MIN 36' x 60' LOCKABLE ALUMINUM
/
90' BEND
LOADINGR47E \
W/ BLOCKING
V FLANGE COUPLING
THERN MODEL 5124 PORTABLE HOIST g1DNGE THIS ADAPTER
NTH BASE PLATE
(SEE DETAIL THIS SHEET) GUIDE BARS
PRECAST CONCRETE
VALVE VAULT 5'W X 5'L
DMIN INSIDEDIMENSIONS
NOTE,
EPTH ASR REQUIRED
Qj INSIDE OF WETWELL ANO VALVE VAULT INCLUDING
ALL PIPING SHALL BE FACTORY EPDXY COATED
MIN 8 MIL SURFACE DRY EPDXY SEALER PRIME
COATING COATING SHALL BE MSP
COAAND NSP 120
Q2 CONTRACTOR TO ENSURE THAT THE PUMP
STATION EXCAVATION IS KEPT DEWAIERED
DURING CONSTRUCTION TO PREVENT FLOTATICN
OF THE PS STRUCTURE PRIOR TO BACKnUJNG
30 THE EMERGENCY STANDBY GENERATOR IS SIZED
TO OPERATE ONE PUMP ONLY. THE PUMP -TELL PLAN
HALL BE LOCKED OUT WHEN OPERATING UNDER WETN
EMERGENCY POWER \TS
qQ ALL CONTROL PANELS AND GENERATOR PANELS
SHALL BE DEAD -FRONT AND PAD -LOCKABLE
MIN 36' x 60' LOCKABLE ALUMINUM
ACCESS HATCH W/ 300 PSFMIN
LOADINGR47E \
TOP SLAB- 11 25
MIN 4'x3' LOCKABLE ALUMINUM
S.5 CABLE HOLDER
ACCESS, HATCH W/ 300 PSF MIN
S.S JUNCTKIN BOX MIN IV ABOVE SLAB
UPPER GUIDE LOAD,
BRACKET
W/ "SEAL OFFS" FOR PUMP LEAD CONDUITS
WALL SLEEVE MM /." xr u I`SU^r
(SEE DETAIL SHEET E6)
SHALL BE FASTENED 10 WALL W/
SHALL
MIN, 6"0 SCHEDULE BO
N. 6"o
55. PIPE 0.M1PS DISORARCE
S S INCLUDE VNION, CHECK VALVE. AND BALL V I +L
PVC SC VENT PIPE
GUIDE TOP ELEVATION - 1125 DEPTH AS REQUIRED
PRE -CAST REINFORCED
CONCRETE TOP
BAR EVUINATE HIGHPOINT
FINISHED GRADE m 11 OD'TW�N PS AND
GROUND CLEV-1100'
SLOPE CONNECMDN TO FN
W RD12
PE 11 II
OUTSIDE SWING ARN
-
CHECK VALVE (TVP OF 2) 65,MIN G,OVEP
POWER CABLE
PLUG VALVE (TYP OF 2)
8' MIN ID
PRESSURE GAUGE (TVP OF 2)
PRE -CAST REINFORCED
CONCRETE WET WELL
90' BEIRD
- iRAN51TI0N COUPLING 8' DI TO 6' PVL
VxV INCREASER
10" DI GRAVITY SANITARY
LIQUID LEVEL
FLOAT VEL
THRUST COLLAR (TYP OF 2)
FLOOR SHALL SLOPE TO SUMP PIT
SCAER UNE
SWITCHES
FLANGE COUPLING ADAPTER (TYP. OF 2)
SUMP PIT MRI 15'x15"42' DEPTH
10 GPM SUMP PUMP
MIN 6. 057 STONE ND]F.
TAPS AND PRESSURE GAUGES
INVERT IN --300'
HIGH LEVEL ALARM SH ALL DE INSTALLED ON
ON DI -3.00' DISCHAR.F SIDE OF'
LPG PUMP ON --350
6^ DIP CHECR ....
LEAD PUMP ON= -400'
4"x6' ECCENTRIC INCREASER
SUBMERSIBLE WASTEWATER PUMPS
DISCHARGE CONNECTION
GROUT
WETNELL SHALL HAVE 12'
WIDE (MIN ) E=ASE
PUMPS OFF --B 5O
(ALSO ALTERNATES 0 o
RE -_g Sp
LEAD/LAG SEQUENCES)
MIN. 10' 057 STONE
PUMP DESIGN CRITERIA
PUMP TYPE' CENTRIFUGAL NON -CLOG
SUBMERSIBLE WASTEWATER PUMP
CAPACITY 485 GPM 0 37 FEET OF 7 D H
NUMBER OF PUMPS2
FAIRBANKS MORSE MDDEL 4" 5433 MV (A)
NPELLER DIA 104375'
MOTOR 10 HP 480V/3PN/BOHz
STARTER, FULL VOLTAGE NON -REVERSING
SPEED 1155 RPM
8, -4 - _-_ -OB6 3i
-6____ _ _.___-__
4' -8
1+00 40 0 40' BO'
SCALE 1'=40' (HOlIL )
D PUMP STATION #4 INFLUENT PROFILE
SCALE 1'-40' HORIZ / I -W VERT
PIPE LENGTH FROM MH04-PS TO WETWELL CALCULATED FROM CENTER OF
MH04-PS TO EDGE OF WETWELL
a•
SCALE 1"-4' (Vert )
WET'WELL SECTION
NTS
Q
(� H
Ld Q w
ry, W
LLJ
z 3
O I- 2 zQ
r�LLJ O
LLJw D � a
H W
LLJ J U
a
17 _
I PAWN 5Y
rHT(I.CD I1, 0141
SCALE A5 SHOWN
CCALE 1- - 4' VERT
I n•�,NG NO 05104_
:I.EET 62 OF BO
C52

J. It
I
( 45
\ NEW 6' I. PUMP STATIN -1 WELL
(PRECAST) W/ 36' x 54' ALUMINUM O
ACCESS HATCH
PORTABLE HOIST
\
FOUNDATION
O O
\ `
\
ELECTRICAL CONTROL RACK
W/COVER TO BE PROVIDED J8'\
BY OWNER
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #3 SITE PLAN
SCALE 1'=10'
pF _ V-4'
g FLPLATE [PER MFG)
& COL
I
PLATE
& COL
F-ANCHOR
ANCHOR BOLTS
EMBED B' (MIN) IN TO FTG
—J----'�---' & d' HOOK
(A B = ASTM A307 OR A361
2 -HOIST CRANE BASEPLATE CONN.
SCALE 1 1/2"-1'-0'
G. CO.
DANT CRANE COL &
BASE PLATE 1' GROUT PAD (MIN)
(BY CRANE MFG.) i ECOORD w/ CRANE WG]
(7)SPA EA,WAY{--�
(T&B) EQ 't'] I I C I P REINF CONIC,
FTC. (REF PLAN)
WETY.ELL
i70 CONIC EL
(MATCH TO NETWELL) '
(REF PLAN)
. I o
6 _
3' CLIR E FTC.
(TYP) n
(SQUARE)
1 -HOIST CRANE FTG.
SCALE
12' NIDE PAVED
DRIVEWAY APRON
` ! --- `
NEW 4'W v 5'L Q D ) PRECAST
CONCRETE VALVE VAULT W/ 3' x \
3' ALUMINUM ACCESS HATCH
SS JUNCTION BOX FOR
PUMP POWER CABLES &
LIQUID LEVEL CABLES
(SEE SHEET E5)
mi iEwl
MIN 3'x3' LOCKABLE ALUMINUM
ROTATE6.4AS REOUIR
/
1' WgIER SERVICE
E 2455608 7869
(SEE DETAIL SHEET D1)
LOADING RATE
/
3/4' RPI WITH HOT
BOX IN.GSURE�
(SEE DETAIL SHEET
SHALL BE FASTENED TO WALL W/
S S. PIPE CLAMPS, DISCHARGE SHALL
I' YARD HYDRANT
MIN B MIL SURFACE DRY EPDXY SEALER PRIME
COATING AND FINISH COATING SHALL BE NSP
(SEE DETAIL SHEET DI)�
I
( 45
\ NEW 6' I. PUMP STATIN -1 WELL
(PRECAST) W/ 36' x 54' ALUMINUM O
ACCESS HATCH
PORTABLE HOIST
\
FOUNDATION
O O
\ `
\
ELECTRICAL CONTROL RACK
W/COVER TO BE PROVIDED J8'\
BY OWNER
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #3 SITE PLAN
SCALE 1'=10'
pF _ V-4'
g FLPLATE [PER MFG)
& COL
I
PLATE
& COL
F-ANCHOR
ANCHOR BOLTS
EMBED B' (MIN) IN TO FTG
—J----'�---' & d' HOOK
(A B = ASTM A307 OR A361
2 -HOIST CRANE BASEPLATE CONN.
SCALE 1 1/2"-1'-0'
G. CO.
DANT CRANE COL &
BASE PLATE 1' GROUT PAD (MIN)
(BY CRANE MFG.) i ECOORD w/ CRANE WG]
(7)SPA EA,WAY{--�
(T&B) EQ 't'] I I C I P REINF CONIC,
FTC. (REF PLAN)
WETY.ELL
i70 CONIC EL
(MATCH TO NETWELL) '
(REF PLAN)
. I o
6 _
3' CLIR E FTC.
(TYP) n
(SQUARE)
1 -HOIST CRANE FTG.
SCALE
12' NIDE PAVED
DRIVEWAY APRON
` ! --- `
NEW 4'W v 5'L Q D ) PRECAST
CONCRETE VALVE VAULT W/ 3' x \
3' ALUMINUM ACCESS HATCH
SS JUNCTION BOX FOR
PUMP POWER CABLES &
LIQUID LEVEL CABLES
(SEE SHEET E5)
PUMP STATION #3 INFLUENT PROFILE
SCALE 1'=4D' HDRIZ. / 1'-4' VERT,
"' D I GRAVITY SEVIER
CL W 1L
/-' S S CABLE HOLDER
��- S S CHAIN HOCK
GUIDE BNS
WT ETW�LL PLAN
y
4' OUTSIDE SIANG ARM
CHECK VALVE
4' PLUG VALVE CONCRETE THRUST COLLAR
00' BEND
W/ BLOCKING
4*X6' INCREASER
��Wa/;
LOCKING
G
- 4" FLANGE COUPLING
ADAPTER
PRECAST CONCRETE
VALVE VAULT 4'Wx5'L
INSIDE DIMENSIONS
DEPTH AS REQUIRED
PIPING INCLUDED IN PIPING BY UNIT
LUMP SUM COST OF ITEMS
PUMPING STATION
PORTABLE HOIST
MIN 3'x3' LOCKABLE ALUMINUM
CENTER OF PS y1 V,ETAELI
N 272952 2598
VATH BASE PLATE,
ACCESS HATCH W/ 300 PSF MIN
E 2455608 7869
TOP SLAB- 3275'
LOADING RATE
IN E: INSIDE OF WETWILL VALVE VAULT INCLUDING
0
WALL SLEEVE MIN 11/2' SCH 40 PVC SUMP DISCHARGE
ALL PIPING SHALL BEE FACTORY EPDXY COATED
SHALL BE FASTENED TO WALL W/
S S. PIPE CLAMPS, DISCHARGE SHALL
ADJUST BOLLARD LOCATION TO
MIN B MIL SURFACE DRY EPDXY SEALER PRIME
COATING AND FINISH COATING SHALL BE NSP
INCLUDE UNION, CHECK VALVE, AND BALI "•'
PROVIDE PROPER CLEARANCE FOR
GENERATOR ACCESS DOORS
100 AND NSP 120
TOP ELEV. 32 75'
02 CONTRACTOR TO ENSURE THAT THE PUMP
FINISHED GRADE 32 25'
EMERGENCY STANDBY
STATIN EXCAVATION IS KEPT DEWATERED
SLOPE
GENERATOR MOUNTED ON
DURING CONSTRUCTION TO PREVENT ROTATION
4' OUTSIDE SWING ARM
CONCRETE PAD
OF THE PS STRUCTURE PRIOR TO BACKFILLING
S.COMPACTED ABC
QQ THE EMERGENCY STANDBY GENERATOR IS SIZED
/
a' PWG VALVE (TYP OF 2)
TO OPERATE ONE PUMP ONLY. THE LAG PUMP
LL
PRESSURE GAUGE (TYP OF 2)
SHALL BE LOCKED OUT WHEN OPERATING UNDER
-4" CIA
EMERGENCY POWER
CONCRETE
BOLLARD (TYP)
' 7RNSITIN COUPLING 6' O TO 6" P"l
0 ALL C SHALL BERDEADOL -FRONT AND PAD-LOCKABLELS AND GENERATOR E
EQM
4'X6' INCREASER
LIQUID L L
FLOAT
EARTHEN BERN AND SCREENING
CONCRETE THRUST COLI �P
FLOOR SHALL SUFE
VEGETATION TO BE PROVIDED
AROUND THE PUMP STATION SITE
(DESIGNED BY OTHERS)
MIN 36' x 54' LOCKABLE ALUMINUM -
10'
0 10' 2D'
ACCESS HATCH W/ 30D PS F MIN
LOADING RATE
SCALE T" -TD' (.ianz)
SS JUNCTION BOX MIN 1B' ABOVE SLAB
W/ "SEAL OFFS' FOR PUMP LEAD CONDUITS
( DETAIL SHEET ES}
SEE
10 CPM SUMP PUMP
MIN 6'd SCHEDULE 80
PVC SCREENED VENT PIPE
PRE -CAST REINFORCED
HIGH LEVEL ALARM TAMPS AND PRESSURE GAUGES
CONCRETE TOP T
u
`omw
GROUND ELEV-3225'
f
o mev
��SIOPE I i
+il
ham
i +1p zFp
U '
TI TI
'-
MQ�yyz
POWER CABLE -
�_
3q sZ
--
PRE-CASTRENFORCm
-
CONCRETE WET WELL
32
FFE-5 75'
10' D,I GRAM IT
30
-
SEWERLINE
28
26
—
INVERT IN -11 75' —
LAG PUMP ON -11 25' --�
24
6 PVC FORGE
MAIN
LEAD PUMP ON -1075! --'
SUBMERSIBLE WASTEWATER PUMPS
GROUT
22 --
PUMPS OFF -B.75'
20
(ALSO ALTERNATES
LEAD/LAG SEQUENCES)
1a
PUMP DESIGN CRITERIA
PUMP TYPE CENTRIFUGAL NON -CLOG Q
SUBMERSIBLE WASTEWATER PUMP CAPACITY 200
16
GPM 0 33 FEET OF T D H
NUVBER OF PUMPS 2
FAIRBANKS MORSE MODEL 4" 54 33 MV (A)
14
4
IMPELLER DIA' 9.3125"
81
MOTOR. 5 HP, 4BOV/3PH/60Hx
1 4B�
STARTER FULL VOLTAGE NON -REVERSING
12
1O• P
SPEED, I. RPM
10
---
8
I
NOTE PIPE LENGTH AND SLOPE CALCULATED FROM
6
CENTER OF MANHOLE 83-1 TO EDGE OF
WETIIELL
4
PUMP STATION #3 INFLUENT PROFILE
SCALE 1'=4D' HDRIZ. / 1'-4' VERT,
"' D I GRAVITY SEVIER
CL W 1L
/-' S S CABLE HOLDER
��- S S CHAIN HOCK
GUIDE BNS
WT ETW�LL PLAN
y
4' OUTSIDE SIANG ARM
CHECK VALVE
4' PLUG VALVE CONCRETE THRUST COLLAR
00' BEND
W/ BLOCKING
4*X6' INCREASER
��Wa/;
LOCKING
G
- 4" FLANGE COUPLING
ADAPTER
PRECAST CONCRETE
VALVE VAULT 4'Wx5'L
INSIDE DIMENSIONS
DEPTH AS REQUIRED
PIPING INCLUDED IN PIPING BY UNIT
LUMP SUM COST OF ITEMS
PUMPING STATION
WE ELL SECTION
NIS
MIN 10' #57 STONE
L_
Ub L T-
T, 1_
7
�

"'�
J
-O IECI _^!0 04400-0001
JULY 2005
O'InWN BY L1J
GHECKLD BY DMH
APPROVED BY. CAT
SCALE AS SHOWN
SCALE, 1' - 4' VERT.
DRAWING NO CSI 03
SHEET 61 OF 80
C51

Y' )
1+00
40 D 40' BO'
SCALE' 1'=40' (Horiz )
SUMMERHOUSE ON EVERETT BAY
WASTEWATER PUMP STATION #2 PROFILE
SCALE 1�40'HORL/1�4'VERT
10" DI GLKAVITY SEWER (SEE ELECTRICAL SHEETS)
6' OUTSIDE SWING ARM
CHECK VALVE (TYP (.F
6" PLUG V'I.._
(TYP. OF 2)
i CL I,u
2'
S. C AIN HOOK �6' X 9' INCREASER
IOLDER L�'B
�— CONCRETE THRUST COLLAR
IATCX
P — IEE
-2' COMBINATION AIR RELEASE/VACUU'd
p RELIEF VALVE (SEE DETAIL SHEET D-3)
PIPE TO SUMP
90' BEND
30"
BARS
AND VALVE VAULT
GSH BE FACTORY
B DIL SURFACE DRY
COATING AND FINISH
JSP 100 AND NSP 120
W THAT THE PUMP
IIS KEPT DEWATERED
UPPER GUIO
)N TO PREVENT
S STRUCTURE PRIOR TO
WETWELL PLAN
36' x 72' LOCKABLE ALUMINUM
NTS
,NDB Y GENERATOR IS
ACCESS HATCH W/ 300 PSF MIN
)JE PUMP ONLY THE
5 5
LOCKED CUT WHEN
MERGENCY POWER
.^

NALL SLEEVE
4'a3' LOCKABLE ALUMINUM ACCESS HATCH
'- -----• —•---
/ RUBBER B00T
W/ 300 PSF MIV LOADING RATE
...:
1 1/2' SLS/ 90 GS SUMP DISCHARGE
SHALL BE FASTENED TO WALL W/
S S PIPE CLAMPS DISCHARGE SHALL
INCLUDE UNION. CHECK VALVE. AND BALL VALVL
)y
I _
TOP EL -2725
1 .
-.
FMISHED GRADE
I "
A
I '��/ ��. L
SLOPE—�
OUTSDE SWP1G AWA
u
` p
CHECK l'A' ` 'F P
A a
--PLUG VALVE (TYP 'r �)
E
�q
PRESSURE GAUGE (TYP OF 2)
R'6
FLOCR SHALL EL("E -0 °'Po PIT
SUMP PIT 15'K15'x12' DEPTH
10 GPM SUMP
PUMP
LAIN 6' X57 STONE
NOTE.
L Q
HIGH LEVEL ALARM
TAPS AND PRESSURE GAUGES
r Z
ON = 475'
SMALL BE INSTALLED ON
DISCHARGE SDE OF EACH
•J 'i
J
5' DIP
CHECK VALVE
O
—6 X 4' ECCENTRIC REDUCER
L1J < Q�
O
DISCHARGE CONNECTION
W
WETWELL SHALL HAVE
Z
EXTENDED EASE (MIN 12')
_�)
h
Or�
1-
-MIN 10' jS7 STONE
WETWELL SECTION
NTS

ATE: 1/ 13/2017 `\
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