WQ0019912_Regional Office Physical File Scan Up To 12/2/2020

- MT. PISGAH LUTHERAN CHURCH
2606 Chimney Rock Road • Hendersonville, NC 28792
[phone] FAX [phone]
m [e-mail]
€' Pastor Larry Rabon
B,
NCDENR March 5, 2001
50Woodfin Place
Asheville, NC 28801
Attn. Roy Davis
RECORD OF MONTHLY PUMP AND HAUL
Location of facility from which wastewater is removed: 2606 Chimney Rock Road
Name of facility receiving wastewater: Hendersonville Wastewater Treatment Facility
DATE WASTE REMOVED VOLUME OF WASTEWATER
REMOVED
February 01 1500 Gallons
February 12 1500 Gallons
February 23 1500 Gallons
If you have any questions, please feel free to call us at 828-692-7207.
Sincerely,
Off 62,
Thomas A. Boquist
i l'-172001
_� MAR

_= MT. PISGAH LUTHERAN CHURCH
2606 Chimney Rock Road • Hendersonville, NC 28792
[phone] • FAX [phone]
[e-mail]
Pastor Larry Rabon
NCDENR February 24, 2001
50 Woodfin Place , i� FEB 2 8 200�
Asheville, NC 28801
Attn. Roy Davis , in Eft GJALRY SECROM
AS' 1 Vil_'tC (�EGlGt�4L GFr6e"F �i
RECORD OF MONTHLY PUMP AND HAUL
Location of facility from which wastewater is removed: 2606 Chimney Rock Road
Name of facility receiving wastewater: Hendersonville Wastewater Treatment Facility
DATE WASTE REMOVED
January 05
January 11
January 17
January 25
February 01
VOLUME OF WASTEWATER
REMOVED
1500 Gallons
1500 Gallons
1500 Gallons
1500 Gallons
1500 Gallons
If you have any questions, please feel free to call us at 828-692-7207.
Sincerely,
Thomas A. Boquist

�- MT. PISGAH LUTHERAN CHURCH
f
d 2606 Chimney Rock Road • Hendersonville, NC 28792
[phone] • FAX [phone]
[e-mail]
Pastor Larry Rabon
NCDENR January 1, 2001
50 Woodfin Place
Asheville, NC 28801
Attn. Roy Davis
RECORD OF MONTHLY PUMP AND HAUL
Location of facility from which wastewater is removed: 2606 Chimney Rock Road
Name of facility receiving wastewater: Hendersonville Wastewater Treatment Facility
DATE WASTE REMOVED
December 5
December 11
December 15
December 19
VOLUME OF WASTEWATER
REMOVED
1500 Gallons
1300 Gallons
1500 Gallons
1000 Gallons
If you have any questions, please feel free to call us at 828-692-7207.
Sincerely,
Thomas A. Boquist

' MT. PISGAH LUTHERAN CHURCH
BMW
2606 Chimney Rock Road • Hendersonville, NC 28792
[phone] • FAX [phone]
.;j [e-mail]
Y Pastor Larry Rabon
NCDENR December 14, 2000
Woodfin Place
Asheville, NC 28801
Attn. Roy Davis
RECORD OF MONTHLY PUMP AND HAUL
Location of facility from which wastewater is removed: 2606 Chimney Rock Road
Name of facility receiving wastewater: Hendersonville Wastewater Treatment Facility
DATE WASTE REMOVED
November 7
Novemberl 5
November 22
November 27
VOLUME OF WASTEWATER
REMOVED
1200 Gallons
1200 Gallons
1200 Gallons
1000 Gallons
If you have any questions, please feel free to call us at 828-692-7207.
Sincerely,
Thomas A. Boquist
DEC 1 8 2000
'rv,'. 7' OUA� ITY SECIION
RE.010704 OFFICE

MT. PISGAH LUTHERAN CHURCH
2606 Chimney Rock Road • Hendersonville, NC 28792
[phone] • FAX [phone]
i
[e-mail]
,'
Pastor Larry Rabon
NCDENR �J November 2 2000
50 Woodfin Place
a
Asheville, NC 28801V.
RECORD OF MONTHLY PUMP AND HAUL
Location of facility from which wastewater is removed: 2606 Chimney Rock Road
Name of facility receiving wastewater: Hendersonville Wastewater Treatment Facility
DATE WASTE REMOVED
October 27, 2000
VOLUME OF WASTEWATER
REMOVED
750 gallons
If you have any questions, please feel free to call us at 828-692-7207.
Sincerely,
Thomas A. Boquist

MT. PISGAH LUTHERAN CHURCH
2606 CHIMNEY ROCK ROAD cHENERSOM6E, Na
HENmmulml NC
HENDERSONVILLE, NO 28792 ea"mnlust
DATE AMUUNi
10/04/2000 $Z.00
Six Hundred Seventy Five Dollars and No Cents******••••••«........»«*..+*.
PAY
TO THE
ORDER NCDENR
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ril71l�ii9N�� %� ;�r ; r� ��• ' �� c ;`i 7t '% �.L /�•.�•v!/z C.7 ASHEVILLE REGIONAL ��
Permit permit Expired Renewal Days to
Num rgr ,QVQ r Noma - Forl'Ity Name Qwner Type Permit Typa status Data Dui Expire F`OtUgry RevleZWr Region
WQ0012670 Cline Auto Sales NC - Une Auto $alas NC -Cline Non-Govemment Pump and Haul Expired 120198 -2,690 kim.colson Asheville
Au
W00012958 Laurel Ridge Co Club Degwd Pt - Laurel Ridge Non-Govemment Pump and Haul Expired 03127J97 -2,589 klm.colson Asheville
Co Cfub-Dogwd Pt
WC0013749 Jack M Rhodos - Rhodes Jack M Uln Laurel Res Individual Pump and Haul Expired 11107/97 -209 kim c0lson Asheville
WQ0014761 HaidersonOoWesternJu- Henderson Government- Pump and Haul Expired 06=98 -2,124 klm,colson Asheville
Go -Western Justice County
%V00012370 O9reeta Baptist Church Ograst- Ogreefa Baptist Non-Governmorit Pump and Haul Expired 07128MG -2,096 klm.00lsan Asheville
Church-Ogreat
W00016169 Whlinal PenteooslalChurch - Whilnal Pentecostal Nan -Government Pump and Haul Expired 0512W99 -1.600 bill.reld Asheville
Church
WQ0016372 K & M Development- K&M Dove -High Vista Faye NcrGovemrnent Pump and Haut Fxpirad 0810E+99 •1.723 klm.colson Asti
WQD016536 Gaoling Day Rasou css -Carolina Day Resources Nar Government Pump and Haul Expired 09109/09 -1,668 klm.Dolson Asheville
WQX16709 Custom Park- Custom Park Non -Government Pump end Haul Expired 1Oil W99 AX48 klm,co'son Asheville
WQ0016919 City of Brevard - Bravard City -Strauss Park GOVErnment- Pump and Haul Expired 12JO3199 -1,603 ldm,colson Asheville
Municipal
W00047201 F.smeral4a Inn S Restaurant - Esmerelds Inn 5 Non -Government Pump and Haul Expired 02105(00 -1,536 forrast.westall Asheville
Restaurant
W00010615 Town of Maggie Valley- Maggie Valley Town -A Govemment • Distribution of Residual Solids (503) Expired 02/28r00 •1,516 kim.colson Asheville
$fudge! Municipal
W00003699 Zemax Mica Corp- Zemex Mica Corp -Bear Break Wn-Governmam Wastewater Reeyartng Expired 02128r00 •1,516 kim.ealmn Asheville
PI
WQ0017433 Fletcher Fire & Rescue Dept Fletcher Fire & Nvn-Govemment Pump and Haul Expl ad 03/17/00 -1A98 forrest.westell Ashevllle
Rescue Dept
W00017621 Sefencl Chlstine • Serenci Chrisfina-Carolinamt Men -Government Pump and Haut Expleed 081s0!0o -1,393 forrest,wastall Asheville
W00002770 Southern SDI[ Buflda•s -Southern Sol Builders Non-Governmant Land Application 0f Residual Sollde (5W) Expired 10/31100 -1,270 shannon.thornburg Asheville
Incorporated
W00017287 Malntala Laurel Rescn-Mountain Laurel Resort Nort•Governmont Pump and Haut Expired 111G5100 •1,2e5 cindy.davis Asheville
W00018396 Highlands Cove LLC- Highlands Cove LLC Non-Govemment Pump and Haul Expl-ed 11/09100 -1,261 fomest.westall Asheville
W00011532 Sealed Air Corporation - Sealed Air Corp -A Mon-Govemment Land Application of Residual Solids (503 exempt) Expired 11/30!00 -1,240 klm.colson Ashevllla
$IjdgWL
W00018624 Highland Lake LLC -Highland Lake LLC NarAovernment Pump and Haut Expired 12106,100 -1,234 dndy,davis Ashaville
W00016608 Rutledge Road Prop- Rutledge Road Non -Government Pump end Haul Expired D1103101 -1,206 cindy.davis Asheville
Prop-DunroyfRu
W00018777 GT Lidle Farmers Market -OT Little Farmers Market Nan -Government Pump and Haul Expired 01126,101 -1,183 forrest.westaii Asheville
W00079120 MtPisgahLutheranChurch-MountPisgah Non-Govemmont Pump and Haul Expired 04M0101 1,1D8 kim-oolson Asheville
Lutheran Church Mt P
W00006577 Wood Creak- Wood Creak -Wood CreoR Flume Non•Govemmeit Wastewater Recycling Expfred 06130i01 -1,028 km.coison Aehevile
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State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Sevens, Director WATER QUALITY SECTION
Division of Water Quality
October 10, 2000
Mr. Tom Boquist
Mt. Pisgah Lutheran Church
2606 Chimney Rock Road
Hendersonville, North Carolina 28739
Dear Mr. Boquist:
�f
A-
-NCDENFZ'
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit Number WQ0019120
Mt. Pisgah Lutheran Church
Pump & Haul Disposal System
Henderson County
In accordance with your application received October 10, 2000, we
are forwarding herewith Permit No. WQ0019120, dated October 10, 2000,
to the Mt. Pisgah Lutheran Church for the construction and operation of
a pump and haul sewage disposal system.
This permit shall be effective from the date of issuance until
April 10, 2001 and shall be subject to the conditions and limitations
as specified therein. Please pay particular attention to the
monitoring requirements in this permit. Failure to establish an
adequate system for.collecting and maintaining the required operational
information will result in future compliance problems.
If any parts, requirements, or limitations contained in
this permit are unacceptable to you, you have the right to request an
adjudicatory hearing upon written request within 30 days following
receipt of this permit. The request must be in the form of a written
petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N. C. 27699-6714. Uniess such are
made, this permit shall be final and binding.
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Tom Boquist
October 10, 2000
Page Two
One set of approved plans and specifications is being
forwarded to you. If you need additional information concerning this
matter, _please contact Roy Davis at 828/251-6208.
Since ely,
Kerr T. Stevens RS
Enclosure
xc: Henderson County Health Department
Thelma Williams
Roy M. Davis
LUTHERAN.00
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

FORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
PUMP AND HAUL PERMIT
In accordance with the provisions of Article 21 of Chapter 143,
General Statutes of North Carolina as amended, and other applicable
Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
MT. PISGAH LUTHERAN CHURCH
HENDERSON COUNTY
FOR THE
construction and operation of a pump and haul sewage disposal system
to serve the Mt. Pisgah Lutheran Church with no discharge of wastes to
the surface waters, pursuant to the application received October 10,
2000 and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until
April 10, 2001 and shall be subject to the following specified
conditions and limitations:
1. This -permit shall become voidable unless the subject pump and haul
activities are carried out in a manner which has been approved by
this Division.'
2. This permit is effective only with respect to the nature and volume
of wastes described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all
times.
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

4. This permit is not transferable. In the event there is a desire
for a change in facility ownership, or there is a name change of
the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
5. No type of sewage other than that from Mt. Pisgah Lutheran Church
shall be included in the pump and haul activities.
6. The permit shall become voidable unless the agreement between Mt.
Pisgah Lutheran Church, the City of Hendersonville and Simpson's
Septic Tank Service for the collection, transportation, and
ultimate disposal of the sewage from the Mt. Pisgah Lutheran Church
is in full force and effect.
7. In the event that the facilities fail to perform satisfactorily,
including the creation of nuisance conditions, the Permittee shall
cease operation of all pump and haul activities and take such
immediate corrective action as may be required by this Division.
8. This.Pump and Haul Permit shall not be renewed.
9. The sewage and wastewater collected by this system shall be treated
in the City of Hendersonville's Wastewater Treatment Plant prior to
being discharged into the receiving stream.
10. The Asheville Regional Office, telephone number 828/251-6208, shall
be notified at least forty-eight (48) hours in advance of operation
of the pump and haul activities so that an in -place inspection may
be made.- Such notification to the regional supervisor shall be
made during the normal office hours from 8:00 a.m. until 5:00 p.m.
on Monday through Friday, excluding State Holidays.
11. The Permittee is liable for any damages caused by a spill or
failure of the pump and haul operations.
12. Adequate inspection, maintenance, and cleaning shall be provided by
the Permittee to insure proper operation of the subject facilities.
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

I
13. The Permittee or his designee shall inspect the Mt. Pisgah Lutheran
Church sewage collection facilities to prevent malfunctions and
deterioration, operator errors and discharges which may cause or
lead to the release of wastes to the environment, a threat to human
health, or a nuisance. The Permittee shall keep an inspection log
or summary including at least the date and time of inspection,
observations made, and any maintenance, repairs, or.corrective
actions taken by the Permittee. This log of inspections shall be
maintained by the Permittee for as long as the pump and haul
activities are being conducted and shall be made available upon
request to the Division of Water Quality or other permitting
authority.
14. Any duly -authorized officer, employee,.or representative of the
Division of Water Quality may, upon presentation of credentials,
enter and inspect any.property, premises or place on or related to
the Mt. Pisgah Lutheran Church sewage collection facilities at any
reasonable time for the purpose of determining compliance with this
permit; inspect or copy any records that must be kept under the
terms and conditions of this permit; and may obtain samples.
15. An accurate record of the monthly pump and haul activities must be '
maintained by the Permittee, indicating:
a) date wastewater is removed from the facility,
b) name of facility from which wastewater is removed,
c) name of facility receiving wastewater,
d) volume of wastewater removed, and
e) status of permanent disposal option.
These records shall be submitted to the Asheville Regional Office
on or before the fifteenth (15) day of the following month.
16. Failure to abide by the conditions and limitations contained in
this permit may subject the Permittee to an enforcement action by
the Division of Water Quality in accordance with North Carolina
General Statute 143-215.6.
17. The issuance of this permit does not preclude the Permittee from
complying with any and all statutes, rules, regulations, or
ordinances which may be imposed by other government agencies
(local, state and federal) which have jurisdiction.
18. The Permittee shall provide for the installation and maintenance
of an audible and visual highwater alarm.
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

19. A leakage test shall be performed on the septic tank and dosing
tank to insure that any exfiltration occurs at a rate which does.
not exceed twenty (20) gallons per twenty-four (24) hour per 1,000
gallons of tank capacity.
20. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for the life of -the project.
21. Non -Compliance Notification:
The Permittee shall report by telephone to the Asheville Regional
Office, at.telephone number 828/251-6208, as soon as possible, but
in no case more than.24 hours or on the next working day following
the occurrence or first knowledge of the occurrence of any of the
following:
a. Any process unit failure, due to known or unknown reasons,
that render the facility incapable of adequate wastewater
treatment such as mechanical or electrical failure of pumps.
aerators, compressors, etc.
b. Any failure of a pumping station, sewer line, etc. resulting
in a by-pass directly to receiving waters without treatment
of all or any portion of the influent to such station or
-facility.
Persons reporting such occurrences by telephone shall also file'a
written report in letter form within 15 days following first
knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not
recur.
22. Upon completion of construction a certification must be received
from a professional engineer certifying that the permitted
facilities have been installed in accordance with this permit, the
approved plans and specifications. Mail the certification to the
Permits and Engineering Unit, 1617 Mail Service Center, Raleigh,
N. C. 27699-1617.
Permit issued this the 10th day of October, 2000.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Derr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Permit Number WQ0019120
Mt. Pisgah Lutheran Church
October 10 , 2000
Henderson County.
Engineer's Certification
I,
as a duly registered
Professional Engineer in -the State of North Carolina, having been
authorized to observe (periodically/weekly/full time). the construction
of the project,
p
(Project)
(Name of Location)
the Permittee hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the construction
for
such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of.Environment
Asheville Regional Office
Michael F. Easley, Governor
NCDENR
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
WATER QUALITY SECTION
May 7, 2001
Mr. Bill Brill, Property Manager
Mt. Pisgah Lutheran Church
2606 Chimney Rock Road -
Hendersonville, North Carolina. 28792
SUBJECT: Permit No. WQ0019912
Mt. Pisgah Lutheran Church
Wastewater Collection System Extension
Henderson County
Dear Mr. Brill;
In accordance with your application received on April 19, 2001, please find attached Permit
- -- -----Num- ber-1fVQ00199-12-for-the-construction-and--operation-of-the-subject-wastewater-collection------=---
system extension. This Permit shall be effective from the date of issuance until rescinded and
shall be subject to the conditions and limitations as specified therein. This cover letter shall be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that
the wastewater collection facilities be properly operated and maintained in accordance with
15A NCAC 2H .0227 or any individual system -wide collection system permit issued to the
Permittee.
Permitting,of this project does not constitute acceptance of any part of the project that does.
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It
shall be the Permittee's responsibility to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -Licensed
Professional Engineer to the licensing board.

Bill Brill
May 7, 2001
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Mt. Pisgah Lutheran Church for the construction and operation of a 30 gallon per
minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry,
as well as approximately 135 linear feet of 2 inch force main to serve the Mt. Pisgah Lutheran
Church complex and the discharge of 3,100 gallons per day of collected domestic wastewater into
the City of Hendersonville's existing sewerage system, pursuant to the application received on April
17, and in conformity with 15A NCAC 2H .0200; 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 data subsequently filed and approved by the Department of Environment and
Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of
Hendersonville's Wastewater Treatment facility (NPDES Permit No. NC0025534) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between The Mt. Pisgah Lutheran
Church and the City of Hendersonville for the collection and final treatment of wastewater is in full
force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt
of this permit. This request must be in the form of a written petition, conforming to Chapter 150B
of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27.699-6714. Unless such demands are made, this permit shall be
final and binding.
If you need additional information concerning this matter, please contact Mr. Roy Davis at
828/251-6208.
Sincerely,
Kerr T. Stevens
Enclosure
xc: Henderson County Health Department
Non -Discharge Permitting Unit
City of Hendersonville
Paul Patterson
Roy Davis

NORTH CAROLINA
- - - -- --- -- -- - ENVIRONMENTAL MANAGEMENT COMMISSION------ -
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit: 15A NCAC 2H .0200; the Division of Water
Quality's (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, 2004 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall
be actively maintained.
C. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected daily,
as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump
stations shall be inspected every day. 'Pump stations that are connected to a
telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.
A general observation of the entire sewer system shall be conducted at least once
per year.

g. Inspection and maintenance records shall be maintained for a period of at least three
years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional Office
in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as
required by North Carolina General Statute 143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater
facilities to change ownership, or there is a name change of the Permittee, a formal permit
request shall be submitted to the Division accompanied by documentation from the parties
involved, and other' supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the
existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been
installed in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000
as applicable; and other supporting materials. If this project is to be completed in phases
and partially certified, you shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial
certification. _Mail .Mail _the Engineer's Certification,. one . copy of the "Construction Record
Drawings", and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Mains adopted June 1, 2000 as applicable; and other supporting materials
may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes 143-215.6A through 143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional
or replacement facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control

requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG0100000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and, 15A NCAC 2H
i .0500.-
1. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
828/251-6208 as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, Line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters.without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 7th day of May, 2001.
a/
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019912

Permit No. WQ0019912
May 7, 2001 -
ENGINEERS CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, Mt. Pisgah Lutheran Church, Henderson County
Project Name Location and County
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 2H .0200; the Division of Water Quality's
(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, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings" of the wastewater collection system extension as well
as supporting design calculations for any pump stations permitted as part of this project. This
project shall not be considered complete. nor allowed to operate until this Engineer's Certification
and all required supporting documentation have been received by the Division. Any wastewater
flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee
to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617

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NON NPDES FACILITY AND PERMIT --DATA 04/23/01 10:47:50
UPDATE OPTION TRXID 5OU KEY�­WQ00.19912 "-
PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ 400.00 REGION
FACILITY NAME> MT PISGAH LUTHERAN CHUCRH 2 COUNTY> HENDERSON 01
ADDRESS: MAILING (REQUIRED) ENGINEER: PATTERSON & PATTERSON
STREET: 2606 CHIMNEY ROCK RD STREET: PO BOX 1189
CITY: HENDERSONVILLE ST NC ZIP 28792 CITY: HENDERSONVILLE ST NC ZIP 28793
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> SERG-PS/ARO FACILITY CONTACT BILL BRILL
TYPE OF PROJECT> SEWER -PRIVATE LAT: LONG:
DATE APP RCVD 04/19/01 N=NEW,M=MODIFICATION,R=REISSUE> N
DATE ACKNOWLEDGED 04/23/01 DATE REVIEWED / / RETURN DATE
REG COMM REQS / / DATE DENIED / / NPDES #-
REG COMM RCVD / / DATE RETURNED / / TRIB Q .0000 MGD
ADD INFO REQS / / OT AG COM REQS / / TRIB DATE-
ADD INFO RCVD / / OT AG COM RCVD
END STAT APP P 07/18/01 DATE ISSUED / / DATE EXPIRE
FEE CODE( 7)1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 12 ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS: APP RCVD 4/17, FEE RCVD 4/19
MESSAGE: *** DATA MODIFIED SUCCESSFULLY ***

4 K
MT. PISGAH LUTHERAN CHURCH
2606 CHIMNEY ROCK ROAD
CLYDE SAVINGS BANK
6142
HENDERSONVILLE, NO 28792 Ij
1,/f `+J`
XeNssmnev�E, NC
�Jy�ll
6142
DATE
AM1bUW
Four Hundred Douarsand NoCents**********•*04/'Q/200**************�400.0Q
PAY
TOTHE
NCDENR
of°Eq

PATTERSON & PATTERSON
PAUL PATTERSON WILLM PATTERSON
PROFESSIONAL ENGINEER PROFESSIONAL LAND SURVEYOR
P.O. BOX 1189
BENDERSONVII LE, NC 28793-1189
1-828-692-6629 (ML & FAX)
MEMORANDUM
April 12, 2001
NCDENR - DWQ
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: Application Fee for: Mt. Pisgah Lutheran
Ms. Young:
Please find enclosed herewith a check in the amount $400 for the application fee for Mt.
Pisgah Lutheran Church. I had the check, but forgot to place it in the envelope with the plans and
forms. The proposed system was applied for under the "fast tract" form for pumps and will be
located in Henderson County.
Should you have any questions or comments, please feel free to call. Thanks in advance
for your cooperation in this matter.
Sincerely,
Paul Patterson, P.E.
cc: File:01-02-07-Eng
I C V!:-
1G4TER�IM� r It
l- i�'�I
111"ye peng
ENGINEERING - SURVEYING - PLANNING

PATTERSON & PATTERSON
PAUL PATTERSON WIILLUM PATTERSON
PROFESSIONAL ENGINEER PROFESSIONAL LAND SURVEYOR
P.O. BOX 1189
HENDERSONVILLE, NC 28793-1189
1-828-692-6629 (TEL & FAX)
MEMORANDUM
To: NCDENR - Division of Water Quality
From: Paul Patterson, P.E.
Date: April 4, 2001
Subject: Mt. Pisgah Lutheran Church
I have enclosed herewith the appropriate copies of the FTA 06/00 form, engineering
calculations, engineering plans and specifications, and letter from the City of Hendersonville, North
Carolina. A narrative of the above project has been included in the engineering calculation letter. The
WSCA 10/99 form also accompanies this letter.
I am requesting that the package be reviewed by the local office, if possible, and an approval
letter be given, provided the package meets your requirements. Should you have any questions and/or
comments concerning the plans, please feel free to call. Thanks in advance for you cooperation in this
matter.
Sincerely,
Paul Patterson, P.E.
cc: File:01-02-07-ENG
RECEIVED
illlr;TE ()IJr! ITYSECTION
F ;'WOW
Non -Discharge PerrAltLng
ENGINEERING - SURVEYING - PLANNING

I
State of North Carolina
Department of Environment, Health and Natural ResourcesR E C E 9 V E D
Division of Water Quality 1AIA71 EP QUALITY 8ECTI0N
APR 1 7 2001
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MA11 N-Srge Perrrl!610
(Pressure sewer systems are not to be included as part of this application package)
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
X A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
X B. Attachment - Submit the completed and properly executed Form WSCA10/99 for each watershed within the project
location.
X C. Application Fee - Submit a check in the amount of $406 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
D. Certificates of Public Convenience and Necessity - If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to he served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service
area is contiguous to art existing franchised area, and/or that franchise approval is expected.
E. Operational Agreements - Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
X F. Flow Acceptance Letters - If the owner of the downstream Sewer and/or W WTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and W WTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must he dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not he accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visit our web site at. h2o.enr.state.nc.us/ndpu/
FORM: FTA 06/00 Page 1 of 5

V. CERTIFICATIONS
Professional EngineerN.Certification 1, Robert Paul Patterson Atbestthkt tjsapplicatignL Church
' has 'been reviewed by me and is
accurate, complete and consistent with the informat,ipn.sup'plied-ilfthe --engineering plans,-, calculations, and all other
supporting documentation -to the best -of my -knowledge. I ffirther attest that to the best-ofmy-kn�owledge the
proposed design has been prepared in accordance with the applicable regulations, Grayity­ Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. 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 1-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 143-215.6B, any person
cat all be guilty of
who kifowinglymakes any false statement; representation; or certification -in any appli' ion
a-Class 2-misdemeanor -which may -include -a fine not -to ekceed.$10,000 as well as civil,penalties-up to
$25,000 per violation.
North Carolina Professional -Engineer's. Seal, Signature,. and..Date:
-'3 1
- Applicant's -Certification: -
O' A CARO
...-7. / 4�
.......
V -1D
oliAl SE&ION
'
Non-lu-scharge PEOOng
I, Bill Brill, Properly Manager attest that this application for Mt. Pisgah Lutheran Church
,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 143-215.6B, any person who knowingly makes any false statement, representation. -or
cbftific'ifion ifi'auiy application , )ilc.a't,ion shall be"' guilty of , d Class 2 mis'denidanor-Which may , i1i6l6de-1 'a fine n6ft"o
-,7
--, exeded'$1 0;000 ,as well as civil penalties up to'$25,000 p6f, violahofi.
Signature Date
FORM: FTA 06/00 Pago, Tof 5;

OFFICERS: CITY COUNCIL: ,
CITY OF HENDEASONVILLE
Fred
Ma oNiehoff, Jr. "The City of Four Seasons'-' J. CR,rrewDFr, RAREFY
y ,
Mary Jo Padgett LONDA MURRAY
Mayor Pro -Tern
WATER,AND SEWER DEPARTMENT
- Chris A. Carter � - MARY JO PADGETT
City Manager Ezra Allman, Director
Tammie K. Drake e-mail: eallman@cityofhendersonville.6rg BARBARA VOLK
City Clerk
April 11, 2001.
Paul Patterson, P.E. -
PATTERSON & PATTERSON `
P.O. Box 1189
Hendersonville, N.C. 2879371189
nt AI-ipl �C l0f\I
Re: SEWER AVAILABILITY/CAPACITY: APR L;�
US: Highwaytheran hutch
64 East �'ett��ls�harge p®m�i��n
Dear Mr. Patterson:
Per your letter of April.4, 2001, you.requested ;a letter from the City of Hendersonville indicating that the ,
City has the capacity to -treat and accept a peak wastewater flow in the amount of 3,100 GPD from the
referenced.
This is to confirm that' the City of Hendersonville has the capacity to treat and 'accept the requested
wastewater flows from the referenced project.
This advisory letter is not binding on. the, City nor does it corfimit the City to reserve, any level and/or
amount of water and/or.sewer service-for'•the applicant. All Advisory letters are expressly made subj ect to -
this provision.
If you have any questions; please feel free to contact meat [phone] or by FAX at [phone]. -
Sincerely,
Ez Allman, irector;
Water�and Sewer Department
'CITY OF HENDERSONVILLE
cc: Project file.
318 Fourth Avenue East P.O. Box 1760, ' Phone: [phone]
Hendersonville, NC 28792-4428 Hendersonville, NC 28793-1760 Fax: ' (828), 697-1707
e-mail: [e-mail] . www.cityofhendersonville.org

OFFICERS:
CITY OF HENDE-RSONVILLE
Fred H. Niehoff, Jr. e
Mayor "The City of Four Seasons"
Mary Jo Padgett ,
Mayor Pro-Tem
Chris Carter WATER AND SEWER' DEPARTMENT
City Manager Ezra Allman, Director
Tammie.K. Drake e-mail: [e-mail]
City Clerk
Paul Patterson, P.E.
PATTERSON & PATTERSON CC
P.O. Box -1189, . 11VA
Hendersonville, N.C. 2879371189 8f7crj0jV
CITY COUNCIL:
J. CRITI'ENDEN HARDY
LONDA MURRAY
MARY JO PADGETT
BARBARA VOLK
April 11, 2001
Re: SEWER AVAILABILITY/CAPACITY0 P®rr
� ;
Mt. Pisgah Lutheran Churchnj
U.S Highway 64-,East
Dear -Mr. Pattersol: f
Per your letter of Aprll 4, 2001,�:you1reguested:a letter from the Cty.of Hendersonville indicating that the
Citylias the"capacity.to treat_and`accept a peak wastewater -flow m the amount o f 3,100 GPD from the
•referenced:
This>s to confirm thaYthe;Cl of Hendersonville has the capacity to treat aril accept the requested
wastewater flows from there er`enced'project..
This advisoi etter is not: binding on,the City nor,does It corrimit,the City to reserve any level and/or
amount of water and/oraewer service for'Ithe applicant Alf Advisory.letters,are expressly:made'subjectto.
this provision: "
If you :Have any questions, please,feelAfree to contact me at [phone] or by, FAX at (828) 697-17,07.
Sincerely,:
Ez Allman, :.rector,
ater and,Sewer Depar. ent .
-CITYOF HENDERSONVILLE
cc: Project file.
318 Fourth Avenue'East P.O. Box 1760 • Phone: [phone]
Hendersonville, NC .28792-4428 Hendersonville, NC 28793-1760 Fax: ' (828), 697-1707
e-mail:,[e-mail] . www.cityofhendersonville.org

c�
T t State of North Carolina
RECEIVE
Department of Environment, Health and Natural Resoureeg,,i,i`RoLiAl ITYSEG1ION
Division of Water Quality APR 1 7 20Cl
EAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE M �ar� PnIfi2n0
""
(Pressure sewer systems are not to be included as part of this application package)
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
X A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
X B. Attachment - Submit the completed and properly executed Form WSCA10/99 for each watershed within the project
location.
X C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
D. Certificates of Public Convenience and Necessity - If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to he served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service
area is contiguous to art existing franchised area, and/or that franchise approval is expected.
E. Operational Agreements - Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
X F. Flow Acceptance Letters - If the owner of the downstream Sewer and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and W WTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must he dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not he accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visit our web site at: h2o.enr.state.nc.us/ndpu/
FORM: FTA 06/00 Page 1 of 5

e
Application Number: Vv ELMM (j��o be completed by DWQ)
r
L GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation. individual, etc.): Mt. Pisgah Lutheran Church
2. Owners or signing official's name and title (15A NCAC 2H .0206(b)): Bill Brill, Property Manager
3. Name and complete address of applicant: 2606 Chimney Rock Road
City: Hendersonville State: NC Zip: 28792
Telephone Number: 828 692-7027 Facsimile Number: (_—)
4. Project Name (name of the subdivision, facility or establishment, etc.): Mt. Pisgah Lutheran Church
5. County where project is located: Henderson
6. Fee Submitted: $ 400 (See Instruction C.)
7. Name and complete address of engineering firm: Patterson & Patterson
c/o Paul Patterson, P.E., P.O. Box 1189
City: Hendersonville State: NC Zip: 28793-1189
Telephone Number: 828 692-6629 Facsimile Number: 828 692-6629
8. Name and affiliation of contact person who can answer questions about application: Paul Patterson, P.E.
IL PERMIT INFORMATION:
1. Project is: X new; modification.
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
and the issue date
3. Applicant is public X private.
If private, units (lots, townhomes, etc.) are: leased (Skip to item III); : sold
If sold, facilities owned by a: X public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
M. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of.the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.): church and day-care
facility
2. Volume of wastewater generated by this project: t 31a0.Q gallons per day.
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(l)): 90 children Q, 15gpd/child +
10 employees A 25 gpd/employee + 300 seats in church A 5 gpd/seat = 3,100 GPD
4. Nature of Wastewater: 100 % Domestic/Commercial ; % Industrial;
Other (specify)
FORM: FTA 06/00 Page 2 of 5

: 5:_ ;:,,Ifwastewater is industrial in nature:
a. Level of pretreatment has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: N/A
b If a pretreatment permit is required, has one been issued? N/A Yes " No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted
IV` DESIGN INFORMATION:
1.: Brief project description: Proposed building expansion for new daycare facility along with sewerage from
existing church (300 seat capacity) that currently goes into low-pressure mound nitrification field.
_.I 2.. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.):
City of Hendersonville Wastewater Treatment Plant WWTP
3. WWTF permit number (NC00***** or WQ00*****): NCO025534
4. List the owner(s)'of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F. N/A
5. Permit Number for sewers immediately downstream: NCO025534
6:.. Summary of GRAVITY SEWER to be permitted:
:. Diameter Length
(inches) (linear feet)
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 211.0200 ? X Yes -No: If no, please
identify criteria and explain
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Pints
GPM @ feet TDH
Reliability Option
Selected
#1
0.0031
30 GPM @ 40 ft. TDH
SEE ATTACHED LETTER
FORM: FTA 06/00 Page 3 of 5 .

r 4
8. Summary of FORCE MAIN to be permitted:
Diameter
inches
Length
linear feet
2"
135
9. List any equipment'being utilized that is not specifically mentioned elsewhere in the application or 'as
part of the Minimum Design,Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar,
screens, etc.): 'Hoist for pump
10. Do the subject pump stations and force mains comply with the minimum Design Criteria for the Fast -
Tract Permitting of Pump Stations and Force Mains documents adopted June 1, 2000 and 15A NCAC 2H
.0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IVA and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5.

V. CERTIFICATIONS
Professional Engineer's Certification:
I, Robert Paul Patterson , attest that this application for Mt. Pisgah Lutheran Church
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, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. 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 143-215.6B, 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:
.a
� ��
�
7 J
Won-UschargP, POrmi+ting
Applicant's Certification:
CAR
°
S L o
22111
I, Bill Brill, Property Manager , attest that this application for Mt. Pisgah Lutheran Church
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 143-215.6B, 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.
Signature c 6?�� Date"
FORM: FTA 06/00 Page 5 of 5

AFR-05-01 10:49 AM PATTERSON Z PATTERSON 829651266629
1
State of Forth Carolina
Department of Environment, Health and Natarai Resources
Division of Envisrenmontal Management
WATE1tSHFUCLASSIFICATION A'ITACHMENT
Any t~bmagc% made to this forts will roult In the application being returnod.
0"HGi' ,FC1RM MA)' 09 P110ilfk O018b FOA UST; ASS AX [ NGINAIJ
lNSTR IC'''t'ItiNN
'1 r:i cletermine -the classitimtion of the walcrshcd(s) in which the nutocui project will be located. you are required to
rubmit this form, with items 1 rhrough 6 c=plttt i, tothc appropriate Division of Winer Quality Regional Office
Water Ouality Supervisor (see Mtge 2 of.2) prior to submittal of tho application it* review. At 1 nt.etrirr►ufri- ye u
i tist include an 8,S' by I I' coley of the portion of a 15-minido VMS' Topof aphic Map that shows the aurfcee:
iroawrr• irnmediatcly downslope of the projeot, You must identify the ltzatrnn of the prgjer.1 and flee closed
Vownslope sttrtace waters (waters for which you are requesting the cltltlsifteation) on the suhrrrilted map copy. if the:
facility is itx`m d in the Ncusu River Basin, also lflcluds a copy of the soil survey map for the: project Iocmuui Thr.
corresponding stun-0whsrgc Application may cut be submitted until this form is completed by (lie
Nppropriate regional office and included with submittal,
1. Applicant's name (name of fhe municipality, lumptiralion, individual,
MI. l'i%at 1-.ul)tcrattA ltcsrcln - = :-
Name & . tlK late etcirfrc. s of apjtheant• A: Hr .fill.,..,, ....... _.._......... .
..... 20
Civ,' ., Nandvmkmvillc _ eO• State. .... _ �®. Zip: _•_��7�'� ._.. .
I clephune numher• ( -90. ! {t91-0d$ Facsimile riumber: C.. ).
Prrriect name (ram.; of the subdivision facility or mbli:detnent etc.): _—
P . 4-3
fuel. WA'i-E (!.AL YSi°C I,
rl. (:•vurrty where pro.Nel in located; Henri _
5 Nante(!0 of cloaLii surftic,e waters: UT of Waif be � ta�lettr C'.eCet, .. APR 1 7 2°`�61
h Diver k>,Et-6*0 in which the project is located._••,.. — - liff,8111arge I'®imi$$II
1. '1 ohr1raphic snap natne tend date: Harrdey%cxrville. N '.f, ilcyists�llQcl�l1
•4. North C arul ne Prf►fcusional ling nu:r's seal, si ptaturc, and date: ,�" � •tx '
r.
1'QlterSPA �r 1'erd/rrltlt! '' '`y?`� , 1 •''• �.
P'rlul Awtierson, P.C�
P.O. Box 1180, I1endirsogvlllle, NC26T93-11#9 -
Tr f. [phone] Fox (W) 692-6624
::T0, REGIONAL VVA•1'ER-QUALITY B1i,JPERVI.'Ilt
Ploillse provide,rne witlytho classification(s) of iurfacr waters, watta°shed(s), and appropriwe 6Wr •bttwirl��)
+where t whe netivities will incur, as WnfifiW on the attached mop smgmallt,
Nartic(s)ufsurCact wtrlm�• a .,9.-
0wsification (as esetahlished by the UMC): RX,_
Prolyc%ed ifapplicahle:
River basin bu$Ter ntle',, -if appliatb1c:
!Siv
nattife of-mgional WYlee perseirinei: I7Htc: _.AIL
-�
FORM: WSCA it)lu{t Page 1011

PATTERSON & PATTERSON
PAUL PATTERSON
PROFESSIONAL ENGINEER wII'I'�M PATTERSON
PROFESS
P.O. BOX 1189 IONAL LAND SURVEYOR
HENDERSONVILLLE, NC 28793-1189
1-828-692-6629 (I EL & FAX)
MEMORANDUM
To: NCDENR - Division of Water Quality RECEIVED
From: Paul Patterson, P.E. (� ER �!1
Date: April 4, 2001 1TYSF-C i J0,N
Subject: Mt. Pisgah Lutheran Church - Sewer Extension APR 1 7 2�C�
N0114)180harge permitteng
An extension of the sewer force main located on the south side of U.S. 64 East (Chimney Rock
Road) is required to provide sewer service for Mt. Pisgah Lutheran Church. The church is situated on
the south side of Chimney Rock Road, approximately 800 feet from the intersection of said road and
Howard Gap Road. The property address and contact person is as follows:
Mt. Pisgah Lutheran Church
2606 Chimney Rock Road
Hendersonville, NC 28792
Phone: [phone]
Contact: Mr. Bill Brill, Property Manager
Mr. Brill or another church officer will be responsible for signing any documentation in reference to the
Sewer Line Extension. The proposed system will be privately owned and maintained by the church.
The project will consist of a Duplex 2 Hp Grinder Pump Lift Station and approximately 135
linear feet of 2" SDR21 PVC Force Main. The proposed 2" force main will tie into an existing 6"
force main on the south side of Chimney Rock Road. For more information, see the accompanying
plans.
The proposed sewer lift station should function as designed and have a minimal impact on the
existing large sewer lift station and 6" force main. (See accompanying calculations on force main
system.) All information on existing sewer lift station taken from "As-builts" provided by the City of
Hendersonville Water and Sewer Department.
All calculations for the proposed sewer pumps can be found on the accompanying plans.
Furthermore, attached herewith are the pump data sheets for the proposed systemThe pgopgse;
Furthermore, as with most businesses and%r nonresid tiaF4 uildings, the`cliurch w ll`n6t be in use if
the power is out. (Please attached letter from Mr. Bob Maybry, Duke Power Company, for detailed
information on power/electrical outages for the site.)
The project is currently served by public water owned and maintained by the City of
Hendersonville.
ENGINEERING - SURVEYING - PLANNING

I
We are asking that the plans be reviewed by the Asheville Regional Office. Should you have
any questions and/or comments concerning the plans, please feel free to call. Thanks in advance for
you cooperation in this matter.
Sincerely,
52j- S�a--
Paul Patterson, P.E.
cc: File:01-02-07-ENG

PATTERSON & PATTERSON
MUL PATTERSON WH L 4,M PATTERSON
PROFESSIONAL ENGINEER PROFESSIONAL LAND SURVEYOR
P.O. BOX 1189
HENDERSONVILLE, NC 28793-1189
1-828-692-6629 (TEL & FAX)
MEMORANDUM
TO: KIM COLSON, NON -DISCHARGE PERMITTING UNIT
FROM: PAUL PATTERSON, P.E.
DATE: APRIL 4, 2001
RE: MT. PISGAH LUTHERAN CHURCH, 100-YEAR FLOOD EVALUATION,
HENDERSON CO., N.C.
Mr. Colson:
I have reviewed the Flood Insurance Rate Maps (FIRM) for the proposed sewer lift station for Mt.
Pisgah Lutheran Church. This proposed site is not located within a designated flood hazard area according
to FIRM Panel No. 370125 008513, dated March 1, 1982. The proposed wet well top elevation has been
designed to be set at 2141.75 feet (NGVD29).
According to the FIRM maps, it is my professional opinion that the sewer lift station is not located
within a designated flood hazard area. Should you have any additional comments or questions, please feel
free to call.
Thanks in advance for your assistance and cooperation in this matter.
Sincerely,
V
Paul Patterson, P.E.
CC: FILE (01-02-07-ENG)
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ENGINEERING - SURVEYING - PLANNING

s a
1
* * * * * * * * * * * * * * * * *
* »» PUMP ««
*****************
* A PROGRAM FOR DETERMINING
* PIPE FLOWS AND SYSTEM HEADS
* OF A PRESSURIZED SEWER SYSTEM
* * * * * * * * * * * * * * * * *
SIMULATION 1
0 H
C z
EAL
023 3 e
ENGINEER / FIRM
Paul
Patterson, P.E. - Patterson
& Patterson RECEIVED
146�'TErb 01JA
STREET ADDRESS
P.O.
Box 1189
17Y SEC i ION
7p )
CITY, STATE, ZIP :
Hendersonville, NC 28793-1189
PROJECT NAME :
Mt.
Pisgah Lutheran Church
A1011"11-10harge
permit ',
PUMPS OPERATING :
ALL
PUMPS ON
TOTAL PUMP FLOW : See Results
DESIGN FLOW : PUMP #1 (200 gpm @ TDH=1001) - Pump #2 (30 gpm @ TDH=40')
GRINDER PUMP :
EFFLUENT PUMP :
LIFT STATION PUMP :
THE FOLLOWING UNITS ARE SPECIFIED:
FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG
PIPE TYPES FOR THIS SYSTEM
DIAMETER
DIAMETER
PIPE
LENGTH
NOMINAL
I.D.
ROUGHNESS
TYPE
(ft)
(in)
(in)
COEFFICIENT
----------------------------------------------------------
1
680.00
6.00
5.95
120.000
2
3987.00
•6.00
5.95
120.000
3
135.00
2.00
2.13
120.000
4
10.00
4.00
4.05
120.000
5
10.00
2.00
2.13
120.000

1
PUMP DATA FOR THIS SYSTEM
PUMP TYPE # 1 IS DESCRIBED BY THE FOLLOWING DATA:
HEAD
DISCHARGE
(ft)
(gpm)
---------------------------
112.00
0.000
110.00
200.000
90.00
400.000
PUMP TYPE # 2 IS DESCRIBED BY THE FOLLOWING DATA:
HEAD
DISCHARGE
(ft)
(gpm)
---------------------------
64.00
0.000
58.00
15.000
47.00
30.000
FITTING TYPES FOR THIS SYSTEM
FITTING MINOR LOSS
TYPE COEFFICIENT
---------------------------
0 0.00
PIPELINE DATA FOR THIS SYSTEM
PIPE
UPSTREAM
DOWNSTREAM
PIPE
LENGTH
DIAMETER
ROUGHNESS
MINOR LOSS
NUMBER
NODE
NODE
TYPE
(ft)
(in)
COEFF.
COEFF.
-------------------------------------------------------------------------------
1
1
0
1
680.00
5.95
120.000
0.00
2
2
1
2
3987.00
5.95
120.000
0.00
3
3
1
2
3987.00
5.95
120.000
0.00
4
4
1
3
135.00
2.13
120.000
0.00
5
5
1
3
135.00
2.13
120.000
0.00
SUMMARY OF DATA FOR PIPES ASSIGNED
ASSIGNED CONNECTING
PIPE
NODE
---------------------------
6
2
7
3
8
4
9
5
LENGTH
DIAMETER
ROUGHNESS
MINOR LOSS
(ft)
(in)
COEFF.
COEFF.
--------------------------------------------
10.00
4.05
120.000
0.00
10.00
4.05
120.000
0.00
10.00
2.13
120.000
0.00
10.00
2.13
120.000
0.00

JUNCTION
NUMBER
TE
1
2
3
4
5
JUNCTION NODE DATA FOR THIS SYSTEM
ELEVATION
PUMP
(ft)
TYPE
---------------------
2153.40
2127.50
0
2091.00
1
2091.00
1
2133.75
2
2133.72
2
PIPE
FITTING
PUMP
TYPE
------------------------------
TYPE
STATUS
1
0
----
4
0
OPEN
4
0
OPEN
5
0
OPEN
5
0
OPEN
****************************************
SXMULATION RESULTS
****************************************
THE RESULTS ARE OBTAINED IN 56 TRIALS --- ACCURACY = 0.00003
PIPE
FLOWRATE
DIAMETER
NUMBER
(gpm)
(in)
-----------------------------
1
542.870
5.95
2
241.435
5.95
3
241.435
5.95
4
30.000
2.13
5
29.999
2.13
6
241.435
4.05
7
241.435
4.05
8
30.000
2.13
9
29.999
2.13
VELOCITY
HEAD LOSS
(ft/s)
(ft)
------------------------
6.26
19.65
2.79
25.69
2.79
25.69
2.71
2.75
2.71
2.75
6.01
0.42
6.01
0.42
2.71
0.20
2.71
0.20
MINOR LOSS PUMP HEAD
(ft)
(ft)
-------------------------
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
108.16
0.00
108.16
0.00
42.26
0.00
42.29
HYDRAULIC
JUNCTION
JUNCTION
ELEVATION
GRADE
PRESSURE
NUMBER
(ft)
(ft)
(psi)
--------------------------------------------------------
1
2127.50
2173.05
19.74
2
2091.00
2198.74
46.69
3
2091.00
2198.74
46.69
4
2133.75
2175.80
18.22
5
2133.72
2175.80
18.24
* * * * * MYERS PUMP ANALYSIS COMPLETE * * * * *

* * * * * * * * * * * * * * * * *
* »» PUMP ««
* * * * * * * * * * * * * * * * *
* A PROGRAM FOR DETERMINING
* PIPE FLOWS AND SYSTEM HEADS
* OF A PRESSURIZED SEWER SYSTEM
* * * * * * * * * * * * * * * * *
SIMULATION 2
ENGINEER / FIRM Paul Patterson, P.E. - Patterson & Patterson
STREET ADDRESS P.O. Box 1189
CITY, STATE, ZIP Hendersonville, NC 28793-1189
PROJECT NAME Mt. Pisgah Lutheran Church
PUMPS OPERATING : ONE PUMP EACH ON
TOTAL PUMP FLOW : See Results
DESIGN FLOW : PUMP #1 (200 gpm @ TDH=100') - Pump #2 (30 gpm @ TDH=401)
GRINDER PUMP :
EFFLUENT PUMP :
LIFT STATION PUMP :
THE FOLLOWING UNITS ARE SPECIFIED:
FLOWRATE IS.EXPRESSED IN GPM AND PRESSURE IN PSIG
PIPE TYPES FOR THIS SYSTEM
DIAMETER
DIAMETER
PIPE
LENGTH
NOMINAL
I.D.
ROUGHNESS
TYPE
(ft)
(in)
(in)
--------------------
COEFFICIENT
-------------------------------------
1
680.00
6.00
5.95
120.000
2
3987.00
6.00
5.95
120.000
3
135.00
2.00
2.13
120.000
4
10.00
4.00
4.05
120.000
5
10.00
2.00
2.13
120.000

PUMP DATA FOR THIS SYSTEM
PUMP TYPE # 1 IS DESCRIBED BY THE FOLLOWING DATA:
HEAD
DISCHARGE
(ft)
(gpm)
---------------------------
112.00
0.000
110.00
200.000
90.00
400.000
PUMP TYPE # 2 IS DESCRIBED BY THE FOLLOWING DATA:
HEAD
DISCHARGE
(ft)
-------------------------
(gpm)
64.00
0.000
58.00
15.000
47.00
30.000
FITTING TYPES FOR THIS SYSTEM
FITTING MINOR LOSS
TYPE COEFFICIENT
---------------------------
0 0.00
PIPELINE DATA FOR THIS SYSTEM
PIPE
UPSTREAM
DOWNSTREAM
PIPE'
LENGTH
DIAMETER
NUMBER
NODE
NODE
TYPE
(ft)
(in)
------------------------------------------------------
1
1
0
1
680.00
5.95
2
2
1
2
3987.00
5.95
3
3
1
2
3987.00
5.95
4
4
1
3
135.00
2.13
5
5
1
3
135.00
2.13
ROUGHNESS MINOR LOSS
COEFF.
COEFF.
-----------------------
120.000
0.00
120.000
0.00
120.000
0.00
120.000
0.00
120.000
0.00
SLU4M 2Y OF DATA FOR PIPES ASSIGNED
ASSIGNED
CONNECTING
LENGTH
DIAMETER
ROUGHNESS
MINOR LOSS
PIPE
NODE
(ft)
(in)
COEFF.
COEFF.
-----------------------------------------------------------------------
6
2
10.00
4.05
120.000
0.00
7
4
10.00
2.13
120.000
0.00

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---- - PROPOSED FORGE MAIN
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PATTERSON & PATTERSON
PAUL PATTERSON WILLM PATTERSON
PROFESSIONAL ENGINEER PROFESSIONAL LAND SURVEYOR
P.O. BOX 1189
HENDERSONVILLE, NC 28793-1189
1-828-692-6629 (TEL & FAX)
MEMORANDUM
To: NCDENR - Division of Water Quality
From: Paul Patterson, P.E.
Date: April 4, 2001
Subject: Mt. Pisgah Lutheran Church - Force Main Analysis
Please find attached herewith the results of the analysis for the impact of the proposed pump on
the existing force main. An existing six (6) inch force main will be tapped by a two (2) inch force main
(see attached Force Main/Pump Analysis drawing). The proposed lift station will consist of a duplex
2-Hp pumps and appropriate appurtenances.
The F.E. Myers software "Pump Collection Systems Design Program" was used to analyze the
existing and proposed force mains. The results showed that the existing pump can easily handle the
existing sewerage with a velocity just under 4 fps. After adding the proposed sewer lift station, it was
determined that when both stations are operating, the sewage will be pump through the force main at
velocities over 2 fps but under 4 fps, which is acceptable. As expected, when only the proposed lift
station is operational, the velocity in the 2" pipe is 2.71 fps, while the velocity in the 6" pipe does not
meet the minimum 2 fps. Since the proposed lift station does not meet the minimum requirement in the
6" force main, the larger pump must be capable of "cleaning" the line when operational. It has been
determined that the existing pump can easily "push" the sewage through the 6" force main.
Furthermore, due to the larger pump cycling more times in an hour than the proposed system, only
occasionally will the proposed pump be in operation while the larger pump is off.
Therefore, it is my professional opinion that the proposed lift station and force main extension
will have a negligible effect on the existing system and should be approved for installation. Should you
have any questions and/or comments concerning the plans, please feel free to call. Thanks in advance
for you cooperation in this matter.
Sincerely,
6 le P,,ee---
Paul Patterson. P.E.
cc: File:01-02-07-ENG
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ENGINEERING - SURVEYING - PLANNING

ENGINEER / FIRM :
STREET ADDRESS
* * * * * * * * * * * * * * * * *
* »» PUMP ««
* * * * * * * * * * * * * * * * *
* A PROGRAM FOR DETERMINING
* PIPE FLOWS AND SYSTEM HEADS
* OF A PRESSURIZED SEWER SYSTEM
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,S'INIULATION 1
Paul Patterson, P.E. - Patterson & Patterson
P.O. Box 1189
CITY, STATE, ZIP : Hendersonville, NC 28793-1189
PROJECT NAME : Mt. Pisgah Lutheran Church
PUMPS OPERATING : ALL PUMPS ON
TOTAL PUMP FLOW : See Results
DESIGN FLOW : PUMP #1 (200 gpm @ TDH=100') - Pump #2 (30 gpm @ TDH=40')
GRINDER PUMP :
EFFLUENT PUMP :
LIFT STATION PUMP :
THE FOLLOWING UNITS ARE SPECIFIED:
FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG
PIPE
TYPES FOR
THIS
SYSTEM
DIAMETER
DIAMETER
PIPE
LENGTH
NOMINAL
I.D.
ROUGHNESS
TYPE
(ft)
(in)
(in)
COEFFICIENT
----------------------------------------------------------
1
680.00
6.00
5.95
120.000
2
3987.00
6.00
5.95
120.000
3
135.00
2.00
2.13
120.000
4
10.00
4.00
4.05
120.000
5
10.00
2.00
2.13
120.000

PIPE
NUMBER
1
2
3
4
5
PUMP DATA FOR THIS SYSTEM
PUMP TYPE # 1 IS DESCRIBED BY THE FOLLOWING DATA:
HEAD
DISCHARGE
(ft)
(gpm)
---------------------------
112.00
0.000
110.00
200.000
90.00
400.000
PUMP TYPE # 2 IS DESCRIBED BY THE FOLLOWING DATA:
HEAD
DISCHARGE
(ft)
(gpm)
-------------------------
64.00
0.000
58.00
15.000
47.00
30.000
FITTING TYPES FOR THIS SYSTEM
FITTING MINOR LOSS
TYPE COEFFICIENT
---------------------------
0 0.00
PIPELINE DATA FOR THIS SYSTEM
UPSTREAM DOWNSTREAM PIPE
NODE NODE TYPE
--------------------------
1 0 1
2 1 2
3 1 2
4 1 3
5 1 3
ASSIGNED
PIPE
-------------
7
8
9
LENGTH
DIAMETER
(ft)
(in)
---------------------
680.00
5.95
3987.00
5.95
3987.00
5.95
135.00
2.13
135.00
2.13
ROUGHNESS MINOR LOSS
COEFF.
COEFF.
----------------------
120.000
0.00
120.000
0.00
120.000
0.00
120.000
0.00
120.000
0.00
SLU4MRY OF DATA FOR PIPES ASSIGNED
CONNECTING
LENGTH
DIAMETER
ROUGHNESS
MINOR LOSS
NODE
(ft)
(in)
COEFF.
COEFF.
-----------------------------------------------------------
2
10.00
4.05
120.000
0.00
3
10.00
4.05
120.000
0.00
4
10.00
2.13
120.000
0.00
5
10.00
2.13
120.000
0.00

JUNCTION NODE DATA FOR THIS SYSTEM
JUNCTION ELEVATION
NUMBER
(ft)
--------------------
TE
2153.40
1
2127.50
2
2091.00
3
2091.00
4
2133.75
5
2133.72
PUMP
PIPE
FITTING
PUMP
TYPE
-------------------------------------------
TYPE
TYPE
STATUS
0
1
0
----
1
4
0
OPEN
1
4
0
OPEN
2
5
0
OPEN
2
5
0
OPEN
SXMULATXON RESULTS
****************************************
THE
RESULTS ARE OBTAINED IN 56 TRIALS --- ACCURACY
= 0.00003
PIPE
FLOWRATE
DIAMETER VELOCITY
HEAD LOSS
MINOR LOSS
PUMP HEAD
NUMBER
(gpm)
(in)
(ft/s)
(ft)
(ft)
(ft)
------------------------------------------------------------------------------
1
542.870
5.95
6.26
19.65
0.00
0.00
2
241.435
5.95
2.79
25.69
0.00
0.00
3
241.435
5.95
2.79
25.69
0.00
0.00
4
30.000
2.13
2.71
2.75
0.00
0.00
5
29.999
2.13
2.71
2.75
0.00
0.00
6
241.435
4.05
6.01
0.42
0.00
108.16
7
241.435
4.05
6.01
0.42
0.00
108.16
8
30.000
2.13
2.71
0.20
0.00
42.26
9
29.999
2.13
2.71
0.20
0.00
42.29
HYDRAULIC
JUNCTION
JUNCTION
ELEVATION
GRADE
PRESSURE
NUMBER
(ft)
(ft)
(psi)
--------------------------------------------------------
1
2127.50
2173.05
19.74
2
2091.00
2198.74
46.69
3
2091.00
2198.74
46.69
4
2133.75
2175.80
18.22
5
2133.72
2175.80
18.24
* * * * * MYERS PUMP ANALYSIS COMPLETE * * * * *

* * * * * * * * * * * * * * * * *
* »» PUMP ««
* * * * * * * * * * * * * * * * *
* A PROGRAM FOR DETERMINING
* PIPE FLOWS AND SYSTEM HEADS
* OF A PRESSURIZED SEWER SYSTEM
* * * * * * * * * * * * * * * * *
SIMULATION 2
ENGINEER / FIRM Paul Patterson, P.E. - Patterson & Patterson
STREET ADDRESS P.O. Box 1189
CITY, STATE, ZIP Hendersonville, NC 28793-1189
PROJECT NAME Mt. Pisgah Lutheran Church
PUMPS OPERATING ONE PUMP EACH ON
TOTAL PUMP FLOW See Results
DESIGN FLOW PUMP #1 (200 gpm @ TDH=1001) - Pump #2 (30 gpm @ TDH=40')
GRINDER PUMP :
EFFLUENT PUMP :
LIFT STATION PUMP :
THE FOLLOWING UNITS ARE SPECIFIED:
FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG
PIPE TYPES FOR THIS SYSTEM
DIAMETER
DIAMETER
PIPE
LENGTH
NOMINAL
I.D.
ROUGHNESS
TYPE
(ft)
(in)
(in)
COEFFICIENT
----------------------------------------------------------
1
680.00
6.00
5.95
120.000
2
3987.00
6.00
5.95
120.000
3
135.00
2.00
2.13
120.000
4
10.00
4.00
4.05
120.000
5
10.00
2.00
2.13
120.000

J - .
1
PUMP DATA FOR THIS SYSTEM
PUMP TYPE # 1 IS DESCRIBED BY THE FOLLOWING DATA:
HEAD
DISCHARGE
(ft)
(gPm)
--------------------------
112.00
0.000
110.00
200.000
90.00
400.000
PUMP TYPE # 2 IS DESCRIBED BY THE FOLLOWING DATA:
HEAD
DISCHARGE
(ft)
(gPm)
---------------------------
64.00
0.000
58.00
15.000
47.00
30.000
FITTING TYPES FOR THIS SYSTEM
FITTING
TYPE
-------------
MINOR LOSS
COEFFICIENT
------------
0.00
PIPELINE DATA FOR THIS SYSTEM
PIPE UPSTREAM DOWNSTREAM PIPE LENGTH
NUMBER NODE NODE TYPE (ft)
---------------------------------------------
1 1 0 1 680.00
2 2 1 2 3987.00
3 3 1 2 3987.00
4 4 1 3 135.00
5 5 1 3 135.00
DIAMETER
ROUGHNESS
MINOR LOSS
(in)
COEFF.
COEFF.
---------------------------------
5.95
120.000
0.00
5.95
120.000
0.00
5.95
120.000
0.00
2.13
120.000
0.00
2.13
120.000
0.00
SLZMRY OF DATA FOR PIPES ASSIGNED
ASSIGNED
CONNECTING
LENGTH
DIAMETER
ROUGHNESS
MINOR LOSS
PIPE
NODE
(ft)
(in)
COEFF.
COEFF.
-------------------------------------------------------------------------
6
2
10.00
4.05
120.000
0.00
7
4
10.00
2.13
120.000
0.00

. •,
JUNCTION NODE DATA FOR THIS SYSTEM
JUNCTION
ELEVATION
PUMP
PIPE
FITTING
PUMP
NUMBER
(ft)
TYPE
TYPE
TYPE
STATUS
----------------------------------------------------------------
TE
2153.40
1
2127.50
0
1
0
----
2
2091.00
1
4
0
OPEN
3
2091.00
1
4
0
CLOSED
4
2133.75
2
5
0
OPEN
5
2133.72
2
5
0
CLOSED
SIMULATION RESULTS
****************************************
THE RESULTS ARE OBTAINED IN 48 TRIALS --- ACCURACY = 0.00006
PIPE
FLOWRATE
DIAMETER VELOCITY
HEAD LOSS
MINOR LOSS
PUMP HEAD
NUMBER
(gpm)
(in)
(ft/s)
(ft)
(ft)
(ft)
------------------------------------------------------------------------------
1
315.323
5.95
3.64
7.18
0.00
0.00
2
285.323
5.95
3.29
35.01
0.00
0.00
3
0.000
5.95
0.00
0.00
0.00
0.00
4
30.000
2.13
2.71
2.75
0.00
0.00
5
0.000
2.13
0.00
0.00
0.00
0.00
6
285.323
4.05
7.11
0.57
0.00
105.16
7
30.000
2.13
2.71
0.20
0.00
29.79
HYDRAULIC
JUNCTION
JUNCTION
ELEVATION
GRADE
PRESSURE
NUMBER
(ft)
(ft)
(psi)
--------------------------------------------------------
1
2127.50
2160.58
14.34
2
2091.00
2195.59
45.32
3
2091.00
2160.58
30.15
4
2133.75
2163.34
12.82
5
2133.72
2160.58
11.64
***** MYERS PUMP ANALYSIS COMPLETE *****

0
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OGIO
RECEIVED
V A'E'� 01'A.LITYSECTION
MR 17 266I
IvIn'discharge Permitri'v
PUMP # 1
Exi5ting Pump Station
Elev=20g1
0 COPYRIGHT 2001 - PATTERSON 4 PATTER50N
DRAWN BY: P.P.
PLD WORKS 3/0I
DWG NAME: MPLG-PP
JOB#: 0I-02-07-ENG
CHECKED BY: P.P.
SGALE, NOTED
DATE: 4/4/0I
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LEGEND
®
- TERMINAL END
- NODE (PUMP OR INTERSEGTION)
PIPE TYPE
- PUMP STATION
- EXISTIN6 FORGE MAIN
----
- PROPOSED FORGE MAIN
N
N
3g8�7l _ (oil
U.S. HWY 64 EA5
17 EIev=212-7.5
N '
t
O
r
m
i PUMP #2
Proposed Pump Station
For Mt. Pisgah Lutheran
Ghuroh � Day Gare
EIev=2133.15

ENGINEERING CALCULATIONS FOR PUMP DESIGN
PATTERSON & PATTERSON
Project Name: Mt. Pisgah Lutheran Church Project Number: 01-02-07-ENG
1 Force Main Low Point:
2 Force Main High Point:
3 Force Main Length:
4 Force Main Size:
5 Force Main Profile?
6 Air Relief Valve Provided:?
7 Minimum Cover over Force Main:
8 Fillets Provided?
9 Check & Gate Valves?
10 Stream Classification Form Complete?
11 Site Plan Showing access road to pump station,
fencing, & lighting for security?
12 Pump Located in 100-Year Flood Plain?
13 100-Year Flood Elevation (if applicable)?
14 Foundation for Wet -Well Provided?
15 Alarm Provided?
16 Telemetry(T)/Auto. Transfer Switch (ATS)?
17 Back-up Power Provided?
18 Wet Well Vented & Screened?
19 Flow (Qapp) from Application: Qapp =
Qpeak = 2.5 x Qapp =
Qpump =
20 Flow (Amin) = Flow @ 2fps = VA =
Therefore, PUMP Design is
21 Wet Well Detention: Diameter of Wet Well:
Pump on elev. _
Volume (V) = pi*r*r*7.48*(Pumpon - Pumpoff) =
Time to fill (Tf) = V / Qapp =
Pump Time (Tp) = V / Qpump =
Add Pump Time (Tpa) = Tp * Qapp / Qpump =
Total Pump Cycle Time = Tf + Tp + Tpa =
22 Total Dynamic Head (TDH): Force Main High Point =
Force Main Low Point =
Static Head (Hs) = High Pt- Low Pt. =
Friction Head (Hf) =
Total Dynamic Head (TDH) = Hs + Hf =
Therefore, PUMP design is
23 Buoyancy Force:
Manhole Diameter (Dm) =
Diameter (outside) =
Wconcrete collar =
Soil Weight (above concrete) =
Total Weight = Soil Weight+= Wconcrete collar =
Therefore, Total Weight is
24 Emergency Storage: Top of Pump Station =
Available Storage =
Time to fill Available Storage =
Therefore, Available Time
2127.50 ft
2153.40 ft
135 ft
2 inch
Yes
N/A
3 ft
Yes
Yes
Yes
Yes
No
N/A
(See letter)
Yes
Yes
N/A
N/A
Yes
3100
gpd/720 =
10.76
gpm
30
gpm @ TDH =
0.044
cfs*7.48*60 =
OK
4
ft, or radius of:
2142
ft, Poff elev. _
94.00
gallons
21.83
min
3.13
min
0.46
min
25.41
min, or
2153.40
M
PFCFIVEC
till; , i EP QUA.LITY SECTION
1-'sa�i� Y
Non -Discharge Permftt±ng
680 ft
6 inch
s`` %J111un1,i/i
®CAR
"-"'vg- SEAL o
®° 0231 1 _
°°�a ®a°°e C
a o©000eQa�v ���
L1 6F�,�����
4.31 gpm
40 ft
19.58 gpm
2 ft
2141 ft
2.36 cycles/hr
2127.50 ft
25.9 ft, HL in Pump Station (ft) _
3.19 ft, where C = 130
39.09 ft
OK
10
Wet Well Depth (Yw) = (ft)
8
4
ft, Collar Thickness (T) = (in)
12
6
ft, Volume Displaced = (cf)
212.06
4100
Ibs, Buoyance Force = (Ibs)
13232
10210
Ibs
14316
lbs
Greater
than the Buoyancy Force
2141.75
ft, Alarm on @ 2137.75
ft
375.99
gallons
- 87.3
min, or 1.46
hrs
Does
meet 1 hour requirement

'ENGINEERING CALCULATIONS FOR PUMP DESIGN
PATTERSON & PATTERSON
Project Name: Mt. Pisgah Lutheran Church Project Number: 01-02-07-ENG
1 Force Main Low Point:
2 Force Main High Point:
3 Force Main Length:
4 Force Main Size:
5 Force Main Profile?
6 Air Relief Valve Provided:?
7 Minimum Cover over Force Main:
8 Fillets Provided?
9 Check & Gate Valves?
10 Stream Classification Form Complete?
11 Site Plan Showing access road to pump station,
fencing, & lighting for security?
12 Pump Located in 100-Year Flood Plain?
13 100-Year Flood Elevation (if applicable)?
14 Foundation for Wet -Well Provided?
15 Alarm Provided?
16 Telemetry(T)/Auto. Transfer Switch (ATS)?
17 Back-up Power Provided?
18 Wet Well Vented & Screened?
19 Flow (Qapp) from Application: Qapp =
Qpeak = 2.5 x Qapp =
Qpump =
20 Flow (Amin) = Flow @ 2fps = VA =
Therefore, PUMP Design is
21 Wet Well Detention: Diameter of Wet Well:
Pump on elev. _
Volume (V) = pi*r*r*7.48*(Pumpon - Pumpoff) =
Time to fill (Tf) = V / Qapp =
Pump Time (Tp) = V / Qpump =
Add Pump Time (Tpa) = Tp * Qapp / Qpump =
Total Pump Cycle Time = Tf + Tp + Tpa =
22 Total Dynamic Head (TDH): Force Main High Point=
Force Main Low Point =
Static Head (Hs) = High Pt - Low Pt. =
Friction Head (Hf) =
Total Dynamic Head (TDH) = Hs + Hf =
Therefore, PUMP design is
23 Buoyancy Force:
Manhole Diameter (Dm) =
Diameter (outside) =
Wconcrete collar =
Soil Weight (above concrete) =
Total Weight = Soil Weight+= Wconcrete collar =
Therefore, Total Weight is
24 Emergency Storage: Top of Pump Station =
Available Storage =
Time to fill Available Storage =
Therefore, Available Time
2127.50 ft
2153.40 ft
136 ft
2 inch
Yes
N/A
3ft
Yes
Yes
Yes
Yes
No
N/A
(See letter)
Yes
Yes
NIA
N/A
Yes
3100
gpd/720 =
10.76
gpm
30
gpm @ TDH =
0.044
cfs*7.48*60 =
OK
4
ft, or radius of.
2142
ft, Poff elev. _
94.00
gallons
21.83
min
3.13
min
0.45
min
25.41
min, or
2153.40 ft
RECEIVED
Lq1 E&1:P0IM iTYSLClION
No;t-Di��l�arc�. e P�:ii7littn
680 ft
6 inch
- SEAL -
02313/1
4, r
°CAUL
°0j°einse O
4.31 gpm
40 ft
19.58 gpm
2 ft
2141 ft
2.36 cycles/hr
2127.50 ft
25.9 ft, HL in Pump Station (ft) _
3.19 ft, where C = 130
39.09 ft
OK
10
Wet Well Depth (Yw) = (ft)
8
4
ft, Collar Thickness (T) = (in)
12
6
ft, Volume Displaced = (cf)
212.06
4100
Ibs, Buoyance Force = (Ibs)
13232
10210
Ibs
14316
Ibs
Greater
than the Buoyancy Force
2141.75
ft, Alarm on @ 2137.75
ft
375.99
gallons
87.3
min, or 1.46
hrs
Does
meet 1 hour requirement

CONSTRUCTI
MT. PISGAH Lt
SEWER I
HENDERSOM
HENDER,SON COONAPRIL
ONNER/DEVELOPER:
MT. P156AH LUTHERAN CHURGH
2606 GHIMNEY ROCK ROAD
HENDERSONV I LLE, NG 28-7Q2
(528) 6q2-102-7
GONTAGT: MR. BILL BRILL
°001,11111111!/0��
6�EAL
O $ 0231
SPECIAL NOTE:
CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIE5, AND BEFORE
ANY DIGGING BEGINS, CONTRACTOR MUST HAVE ALL UNDERGROUND
UTILITIES LOCATED.
BEFORE YOU D 16,
GALL
U-LOCO
1-800-632-4G4G
JOB NO.. 0I-02-0l-ENG
FILENAME: MPLO-CV.DW6
Ntx
K
VIG
(NO
r

)N PLANS FOR:
THERAN CHURCH
IFT STATION
LLE TOWNSHIP
Y, NORTH CAROLINA
SITE
TY MAP —
5GALE)
TABLE OF CONTENTS:
SHEET I COVER SHEET
SHEET 2 SITE PLAN/PROFILE
SHEET 5 SEINER LIFT STATION
ORTHO TAX MAP NO.: GC 70.00 $ a57G.02
ENGINEERING BY:
S�nSeE FAT 1 T ER50N � F/A I I TT ER50N
kii R
a.
ENGINEERING - 5URVEYIN6 - PLANNING
�. PAUL PATTER50N NILLIAM FATTER50N
PROFESSIONAL ENGINEER PROFE551ONAL LAND SURVEYOR
P.O. BOX IIBG
\ HENDERSONVILLE, NG 28-793-1189
TEL. $ FAX: (828) 6G2-662q
0 GOPYRI6HT 2001 - PATTERSON 8 PATTERSON
SHEET 1 OF 3 SET NO.

pp �
30 ! a 1• Ba ba 90 W Z R
O
S ALE IN FEET BEFORE YOU DIGS P O
SCALE: I° E
= 60' CALLW' O
U-LOCO -N� Z
-800-632-4ai4�1 a nd
J Lu W o
z
Q O
c0 O
U
_ Z
3bi �
rPO
1
'Pole I I/ _ 2\32� Proposed 6"x6"x2" Tapping o
�4. crm Sleeve d Valve with Backwater
J Power Valve/Preventer
catch Basin \`'30• Pole Z 6
RM=2192A5 � RCP � i — z
1+00 _RECEIVED
_ WAt I ER OUALi1Y SECTION
4"' w
APR 20n]
Proposed 135 I.F. of 2"
N 5PP21 PSG Force Main O lU a
Non -Discharge Permiffincg N W o
Proposed Sewer �
Lift Station
0+00
CAR
Asphalt i ♦\ \� a`a `� oe�Jsaeec®�`��9-/,�
�Par? ing i Existing Pump Tank \ w` 'C" o®
to be disposed of Extng Pump Tank
as per HGDPH or, be dis osed of L >
as per HGDPH / AL
c
MT. P15GAH LUTHERAN CHURCH = O . 2 131 eo ; ►nL
"SPECIAL"5FECIAL NOTE, contractor to tie In �✓
existing 5tubout(s) to proposed lift 5tatlon.
oZ
N
W Lu
SG�A �
HORIZONTAL: 1"=60' �•
VERTICAL: I"=10' ...L� R.
2150 2150
Oz
gWQNro ^� ~
NNiN
OO WW J
24- Na a= I I 1 11 2145 Z
v
2140 i 2140 } .
N O O
� � m:o>
mm66� oo�j
2155 a P 2135
ii Hi Hi
2150 Propposed 155I.f. of 11121501REVISIONS
2° SDR21 PVG Force m Z
Main
Proposed one (I) .hint of I
2125 4° CL350 D.I. Pipe For 2125
Encasement of Force
Main over Storm Moe
SHEET
2120 2120
0+00 0+60 1+20 1+&0 2+40 OF 3

.-Cl
u
E
MANHOLE SUMMARY
Manhole Rim Elev. INI In
'A' 2156.0 2153.6
NOTE: RIM ELEVATION AND FORGE MAIN INVERTin TAKEN
FROM PLANS PREPARED BY WILLIAM G. LAPSLEY d
ASSOCIATES FOR HENDERSON COUNTY.
SUMMARY OF QUANTITIES
ITEM
QUANTITY
UNITS
ITEM DESGRIPTION
I
I
L.S.
Sewer Lift 5tation (Gom fete Packer e)
2
1
EA.
b"xb"x2" Topping Sleeve B Valve
3
1
EA.
2" Backwater Preventer
4
135
L.F.
2" 5DR21 PVC Force Main
5
1
L.S.
Tie exisbinq stubout(s) from Church to
proposed lift station
6
I
L.S.
10'XIO' - 6" ABC Stoned Area ® Lift Station
NOTE: ALL PIPE LENGTHS ARE HORIZONTAL D15TANCE5 ONLY.
ENGINEER'S NOTE
I. A11 survey information for this project provided by Patterson It Patterson, William Patterson, P.L.S.
2. All work must be done In strlct accordance with the standards set Forth 4 N.C.D.E.N.R.
3. Contractor to tie Into existing 6" Force Main along the south side of N.G. Highway 64 East.
4. Contractor to coordinate tie Into existing b" Force Main with the City of Hendersonville Water 8
Sewer Department.
5. Erosion control measures shall be utilized os needed.
6. All utilities shown hereon are approximate and should be located before any digging begins.
'7. Contractor to center joint of GL-350 Ductile Iron Pipe at each storm pipe and waterline crossing.
5. See Sewer Lift Station Sheet For details on the proposed pump, etc.
G. Summary of Quontitles given hereon are for reference purposes only. Contractor shall verify all items
For possible errors and omissions.
SPECIAL NOTE:
A minimum of 10 feet horizontal seperatlon and a minimum of Ib inches
vertical seperatlon between watermalns, sewer molns, and storm plpee must
be maintained. For water main Installations where the storm pipes and
sewer mains does not conform to this requirement, the water main Installation
shall be ferrous metal. For Installations where the water main posses under
a storm pipe or sewer main, all mains and pipes shall be Ferrous metal. For
Installatlons where a water main or sewer main has less than 36 Inches of cover
from the ground surface or less than 12 Inches of vertical seperatlon above a
storm pipe of sewer main, the water main shall be Ferrous metal.
N
U.S. HIGHWAY 64 EAST
(ONE WAY TRAPPlr. _ �An
ENGINEER'S LEGEND
N - VALVE
® -STORM GRATE INLET
® - SANITARY SEI^IER MANHOLE (EXISTING)
- BACKWATER VALVE/PREVENTER
Existing 6"
Force Main
r

2 METER
EDED)
E IIOv
IENCE OUTLET
= 2141.15
1-1/1° GUIDE RNI-5
6AWANIZED PIPE
EL = 2133.15
SHIMS FOR D15OHAReE
FLANGE ALIGNMENT
Z
ENGINEER'S NOTES:
I. Pump Floats to be located clear of all lifting chains, electrical, Influent Iine(s),
steps, and other obstructions
2.1 contractor shall grade as necessary to assure Finish grade and positive drainage d
around pump station. e
3. Contractor to coordinate power installation with local Power Company, v
4. Access to pump shall be provided via an all weather road/drive (as needed). w 0 O z
5. The pump site shall have an overhead light for emergency night service calls, etc. < c
6. Contractor to provide IIOV conveinence outlet. ❑ VJ
1. The electrical service meter, pole and box shall be provided and sized to meet the proposed `7 Q
pump requirements. L a
H. All panels shall be approved by the Engineer. Control Panel box shall be NEMA 3R W LU
box and mounted off of the proposed basin on a 4' high power pole. Power to be v O
provided to the control panel via a 1-1/4° NPT conduit cr
9. Contractor to provide and Install stainless steel lift chain For the proposed sewer lift station. 4
10. Contractor shall provide and Install a stainless steel float rail. F 4 LUII. All piping within the pump chamber and valve vault until the Check Valve, shall be Ferrous pipe. i p
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72" Total
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HOIST FEATURES
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*Stainless steel Construction
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irk with a licensed
all electrical CONTRACTOR TO PORTABLE HOIST DETAIL D2B36B WITH A 3PR0 PROVIDE MMAOS EL NO.
(N.T.SJ CAPABLE OF LIFTING A MAXIMUM LOAD
OF 1000 LEIS. (HOIST WEIGHT - G5 LBS)
50
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LIFTING CHAIN AND
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INFLUENT ME
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SEALED MERCURY OR
MECHANICAL FLOAT SWITCH
2"xl-1/4" Reducer
T
GATE VALVE EXTENSION
PROVIDED FOR DISGHAR&E GREATER
THAN 2' FROM TOP OF BASIN
i- INTEPPEDIATE BRACE REQUIRED
FOR EMEN5106 LONGER
THAN 10'-0'
1-1/4" BALL CHECK VALVE
CAST IRON
-1/4 BRASS GATE VALVE
1-1/4 COUPLING (STAINLESS STEEL)
AUDIBLE AND
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SEAL CONDUIT TO BE SUPPLIED
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STAINLE15 STEEL
VALVE CONFIGURATION FOR 2" PIPING
(N.T.S)
C
PUMP SUMMARY
PUMP MODEL:
HYDROMATIC HPG200 SEWAGE GRI
PUMP CAPACITY:
30 GPM a TDH = 40'
PUMP MOTOR:
2 HP, 3450 RPM, 5/60/250
DESIGN DATA
AVG. DAILY FLOW:
3,100 gpd (Gl=4.31 gpm based on I:
PEAK FLOW (2.5Q): DE-51GN FLOIA
10.16 gpm 30 gpm
WET WELL CAPACITY NORMAL PET'
94.0 Gallons 21.83 Mir
"Contractor to coordinate all electrical wor
electrician. Furthermore, contractor to ver
requirements prior to Installation.

A 1 1
TECHNICAL SPECIFICATIONS
FOR
MT. PISGAH LUTHERAN CHURCH
SEWER EXTENSION
April 4, 2001
HENDERSONVILLE TOWNSHIP
HENDERSON COUNTY, NORTH CAROLINA
OWNER/CONTACT: MT. PISGAH LUTHERAN CHURCH
Mr. Bill Brill, Property Manager
" 2606 Chimney Rock Road
Hendersonville, N.C. 28792
Telephone No. [phone]
PROJECT ENGINEER: R. PAUL PATTERSON, P.E.
PATTERSON & PATTERSON
Engineering - Surveying - Planning
P.O. Box 1189
Hendersonville, N.C. 28793-1189
Tel &. Fax: [phone]

it'
I HEREBY CERTIFYTHAT THE SPECIFICATIONS CONTAINED HEREIN AND THE
ACCOMPANYING PLANS WERE PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION.
SIGNED, SEALED AND DATED THIS —47�# DAY OFAmll- , 2001
��.` ?,l H CqR
�, aooa0000a 0
BY: oFESS;oo�y��
ROB T PAUL PATTERSON, P.E.
PATTERSON & PATTERSON w C 023 A3 i 9
N.C.P.E. # 023131 �amo� Roa co�;
/NEEom
Mt. Pisgah Lutheran Church
Mt. Pisgah Lutheran Church Sewer Extension
Project No.: 01-02-07-ENG (Patterson & Patterson)
RECEIVED
ViA T ER QUALITY SECT ION
,1�pE! n
Non -Es iarcge PermUng

`SPECIAL PROVISIONS'
UTILITY CROSSINGS:
1. Wherever possible, water and sewer mains shall be separated at least ten (10) feet
horizontally. Where this is not possible, either the sewer main or the water main shall be of
ferrous material (i.e., ductile iron pipe).
2. Where the water and sewer mains cross and have a vertical separation of a minimum of
eighteen (18) inches, (with the water main above the sewer main), then either the water
main or the sewer main shall be of ferrous material (i.e., ductile iron pipe). The joint of
ductile iron pipe shall be centered on the crossing of said main. [If the clearance between
the mains are less than eighteen (18) inches, then both mains shall be of ferrous materials
(i.e., ductile iron pipe).]
3. Where the water main crosses under the sewer main, both mains shall be of ferrous
material (i.e., ductile iron pipe).
4. Where the water main or sewer main crosses under or over a storm pipe a vertical
separation of a minimum of twelve (12) inches is required and the mains shall be of
ferrous material (i.e., ductile iron pipe). The joint of ductile iron pipe shall be centered on
the crossing of said storm pipe.
MINIMUM/MAXIMUM PIPE DEPTH:
1. Wherever possible, sewer mains shall have a minimum cover of three (3) feet. If the
minimum cover is not met, the sewer main shall be of a ferrous material (i.e., ductile iron
pipe).
2. When sewer mains are set at a depth greater than fifteen (15) feet, said mains shall be of a
ferrous material (i.e., ductile iron pipe). Otherwise, all sewer mains shall be of the size and
type as shown on the engineering plans.

SECTION 100
SITE WORK CLEARING AND GRUBBING
100.1 SCOPE
These specifications covers the furnishing of all labor, equipment, and materials necessary for
the removal and satisfactory disposal of all trees, brush, stumps, logs, grass, weeds,, roots,
decayed vegetable matter, fences, stubs, rubbish and all other objectionable matter resting on
or protruding through the original ground surface and occurring within the construction limits or
right-of-way of any grading, excavation, borrow area, or embankment.
100.2 GENERAL
Clearing and grubbing operations shall be completed sufficiently in advance of grading
operations as may be necessary to prevent any of the debris from the clearing and grubbing
operations from interfering with the excavation or embankment operations. All work under this
section shall be performed in a manner which will cause minimum soil erosion. The contractor
shall perform such erosion control work, temporary or permanent, as may be directed by the
Engineer in order to satisfactorily minimize erosion resulting from clearing and grubbing
operations. (See Section 300).
100.3 CLEARING
The work of clearing shall be performed within the limits established by the plans,
specifications, or the Engineer.
Clearing shall consist of the failing and cutting up, or the trimming of trees, and the satisfactory
disposal of the trees and other vegetation together with the down timber, snags, brush and
N rubbish occurring within the areas to be cleared. Trees and other vegetation, except such
individual trees, groups of trees, and vegetation, as may be indicated on the plans to be left
standing, and all stumps, roots and brush in the areas to be cleared shall be cut off six (6)
inches above the original ground surface.
Individual trees and groups of trees designated to be left standing within the cleared areas shall
be trimmed of all branches to such heights and in such manner as may be necessary to
prevent interference with construction operations. All limbs and branches required to be
trimmed shall be neatly cut close to the whole of the tree or to main branches, and the cuts
thus made shall be painted wit an approved tree -wound paint.
Individual trees, groups of trees, and other vegetation, to be left standing shall be thoroughly
protected from damage incident to construction operations by the erection of barriers or by
such other means as the circumstances require.
The Engineer will designate all areas of growth or individual trees which are to be preserved
due to their desirability for landscape or erosion control purposes. When the trees to be
preserved are located within the construction limits, they will be shown on the plans or
designated by the Engineer.
Clearing operations shall be conducted so as to prevent damage by falling trees to trees left
standing, to existing structures and installations, and to those under construction, and so as to
provide for the safety of employees and others. When such damages occur, all damaged
areas shall be repaired, removed or otherwise resolved utilizing generally accepted practices at
>. the Contractor's expense.
k ,.

100.4 GRUBBING
Grubbing shall consist of the removal and disposal of all stumps, roots, and matted roots from
all cleared areas, except as herein specified.
In embankment areas, when the depth of embankment exceeds 3 feet 6 inches in height,
sound stumps shall be cut off not more than 6 inches above the existing ground level and not
grubbed. Unsound or decayed stumps shall be removed to the depth of approximately two feet
below the natural ground surface.
All depressions excavated below the natural ground surface for or by the removal of stumps
and roots shall be refilled with suitable material and compacted to make the surface conform to
the surrounding ground surface.
100.5 DISPOSAL OF CLEARED AND GRUBBED MATERIAL
Saw logs, pulp wood or other merchantable timber removed incidental to clearing and grubbing
shall remain the property of the Owner. All combustible matter may be burned or may be
disposed of as stated above. Debris shall not be burned unless written permission or permit is
insured by the Fire Marshall having jurisdiction in the area if applicable. The Contractor shall
adhere to all limitations and conditions set forth in the permit. Burning shall be done at such
time and such manner as to prevent fire from spreading and to prevent any damage to
adjacent cover and shall further be subject to all requirements of State and/or Federal
Governments pertaining to the burning. Disposal by burning shall be kept under constant
attendance until all fires have burned out or have been extinguished.
100.6 CLEARING OF EASEMENTS
- 1. When the work to be performed is within an easement obtained by the Owner over the
property of another, the Contractor shall notify such other property owner over whose
property the easement was obtained of the following:
A. That this Contractor has been awarded the work, giving the full and proper name of
the contractor and permanent address.
B. The name, telephone number and address of the Contractor's representative in
charge of the job.
C. An estimate as to when work may begin in the area.
D. A description of the Contractor's responsibility as set forth below and include a
statement that the Contractor is directly responsible to such Owner for damages.
E. The Contractor, during and after construction, shall be responsible to such property
owner and review any claim of damage to the property and make such repairs as
required by the contract.
2. The contractor shall be responsible for all preparation of work on easements or rights -of -
ways and shall avoid unnecessary removal of trees, unnecessary interference with natural
or installed drainage systems, landscaping and/or fencing. The Contractor shall be
responsible for all claims of damage by a property owner arising from the work on or off
the right-of-way and agrees as to such to indemnify, save and hold harmless the Owner
from any kind whatsoever, including the costs of litigation and attorney fees arising from
the Contractor's acts and/or omissions whether upon contract, nuisance, tort or on an
alleged taking. All work shall be accomplished within the right-of-way. After installation
of the work, the Contractor shall fill and grass the construction and permanent right-of-way
area as specified in Section 400.

1i
The Contractor shall take care to prevent erosion of the area, to prevent silting of nearby
streams or lakes, and to otherwise avoid the possibility of damage arising from the work
during and after construction.
Rights -of -ways obtained by condemnation or deed will be furnished to the contractor. The
Contractor is charged with the knowledge of terms and conditions therein and any special
condition in any right-of-way agreement upon which work is to be done.
100.7 COMPENSATION
The Contract item of "Clearing and Grubbing" is to be paid for on a lump sum basis and no
measurements will be made of any area cleared and grubbed which is within the project limits.
1.

SECTION 170
SITE WORK RESTORATION OF SURFACES
170.1 DESCRIPTION OF WORK
This section covers the furnishing of all labor, equipment and materials necessary for the proper
restoration of existing surfaces disturbed or damaged as a result of construction operations
which are not specifically scheduled or specified for topsoil and seeding, paving, landscaping
or other surfacing.
170.2. GENERAL
In general, the types of replacement included in this section are seeding along pipelines,
concrete sidewalks, driveways, roadways, ditches, lawns and landscaped areas, curb and
gutter.
Any damage to existing structures shall be repaired using materials and workmanship equal to
those of original construction.
170.3 SEEDING ALONG PIPELINES
All ground surfaces along pipelines, which are not classified as lawns, landscaped areas, or
pavement areas, but would be classified as open fields, shall be raked smooth and seeded in
accordance with Section 02400. Large rocks, clumps or earth and excessive spoil material shall
be removed from the area prior to seeding.
Shoulders of all roads shall be restored as specified for lawns and landscaped areas.
Wooded areas, not classified as lawns shall be restored to as near their original condition as
possible.
In order to prevent unnecessary erosion of newly graded slopes and unnecessary siltation of
drainage ways, the Contractor shall carry out seeding and mulching as soon as he has
satisfactorily completed a unit or portion of the project. A unit of the work will be defined as not
more than 100,000 square feet.
170.4 CONCRETE SIDEWALKS
Concrete walks removed in connection with, or damaged as a result of, construction operations
under the Contract shall be replaced with new construction. Such walks shall be
constructed of Class B Concrete on a thoroughly compacted subgrade, shall have a vertical
thickness of not less than 4 inches or the thickness of the replaced walk where greater than 4
inches.
Walks shall be float finished, edged with an edging tool, and grooved at intermediate intervals
not in excess of the width of the walk, uniform throughout the length of the walk in any one
direction.
170.5 DRIVEWAYS
Unpaved driveways shall be surfaced with not less than three inches of Aggregate Base Course,
topped with three inches of stone, gravel, or other materials equal to that found in the original
h driveway. Driveways shall be left in a condition better than their original condition.
Concrete drives shall be replaced with Class B concrete and shall have equal thickness and
reinforcing steel to that of the original drive. Prior to placing the concrete, a six-inch aggregate
base course shall be placed in the drive area.

N
Bituminous of Asphaltic concrete drives shall be restored with a six-inch aggregate base course
and a two-inch Bituminous Concrete (1-2) surface course.
170.6 ROADWAY REPLACEMENT
Bituminous or Asphaltic pavements shall include all areas paved with blacktop; built-up
pavements or oil and stone, tar and stone and similar pavements constructed with bituminous or
asphalt and stone materials.
Immediately upon completion of refilling of the trench or excavation in a specified area, the
Contractor shall repair all damage to the existing area, the Contractor shall repair all damage to
the existing pavement. In the excavated area, the repair shall consist of a six-inch aggregate
base course and a two-inch Bituminous Concrete (1-2) surface course. If, in the opinion of the
Engineer, the area adjacent to the excavation has not been damaged to the extent that the base
course need to be replaced, restoration may consist of a surface course of sufficient thickness to
meet the existing .pavement.
Portland cement concrete roadways shall be'replaced with Class B Concrete and shall have
equal thickness and reinforcing steel as the original roadway. An aggregate of six-inch shall be
placed prior to the placing of concrete...
Differential settlement of restored pavements shall be corrected immediately.
170.7 DITCHES
Ditches shall be regraded to the original grade and line. The surface of all ditches shall be
returned to the same condition as found before commencing work.
170.8 LAWNS AND LANDSCAPED AREAS
Lawns and landscaped areas shall be regarded and replaced as follows:
1. Grading shall be to the grade existing before construction of the work under this
Contract.
2. Lawn replacement shall be in accordance with the section entitled Landscaping. Topsoiled
areas shall be replaced with topsoil of equal quality and quantity.
3. Landscaped areas shall be replaced with shrubs, hedges, ornamental trees, flowers, or other
items to original condition.
170.9 CURB AND GUTTER
Curb and gutter removed with, or damaged as a result of construction operations, injured or
disturbed by the Contractor, his agents, or employees, shall be replaced with new construction
to a condition similar and equal to the existing before damage was incurred. Class B Concrete
shall be used in curb and gutter replacement.
170.10 DAMAGE TO STRUCTURES
All work covered by this section will be considered incidental to other payment items to which it
relates and no separate payment will be made therefor.
M

-4
All fittings shall be lined with cement mortar not less then 1/16 inch thick in conformance with
ANSI Specification A 21.4 and suitable for a minimum of 250 psi working pressure unless
otherwise specified.
All mechanical joints shall be manufactured in accordance with ANSI Specification A 21.11.
200.5 Gate Valves
All gate valves shall be designed for a working pressure of 200 psi unless otherwise specified
and shall have a clear waterway equal to the full nominal diameter of the pipe and shall be
opened by turning counterclockwise. Each valve shall have the initials of the maker, pressure
rating and year of manufacture cast on the body. Prior to shipment from the factory, each valve
shall be tested by hydraulic pressure equal to twice the specified working pressure. Valves shall
be operated by handwheel or operating nut as herein specified and shall have an arrow cast in
the metal indicating the direction of opening. Valves to be installed underground shall be
non -rising stem type while valves installed above ground or in buildings and structures shall
have rising stems.
A. Gate Valves Smaller Than 2 Inches
Gates valves smaller than 2 inches shall be all brass, single disc, double seat tapered wedge
type built to manufacturer's standards with material and construction conforming to AWWA
C-500.
Each valve shall have a tee handle or hand wheel, whichever is applicable, for valve operation.
B. Gate Valves 2 Inches and Larger
Gate valves 2 inches and larger shall be of the iron body, bronze mounted type meeting the
requirements set forth in AWWA Specification C-500. Valves shall have double discs, rolled
bronze stems, cast iron followers, and steel bonnet bolts and nuts. Where possible, all valves
shall be from one manufacturer and parts interchangeable. All gate valves installed
underground shall have mechanical joint ends unless otherwise specified. All gate valves
' installed inside structures shall be flanged.
All gate valves larger than 12 inches shall be for a horizontal installation and shall be equipped
with bronze trunnions, non -corrodible tracks, bronze scrapers and any additional accessories
necessary for proper operation in a horizontal position.
Gate valves for horizontal installation shall be equipped with bevel gears and gate valves for
vertical installation shall be equipped with spur gears as specified. The minimum gear ratio
shall be 2:1 for valves 14 to 24 inches; 3:1 for valves 30 to 36 inches; and 4:1 for valves 42 to
48 inches.
Where installed in the ground, the valve gears shall be enclosed in a waterproof grease case of
the extended type attached to the bonnet of the valve in such a manner as to permit repacking
of the stuffing box of the valve without disassembly of the grease case. The valve stem and
stuffing box or seals shall be protected by a suitable frame or shield to prevent contact of these
parts with soil.
200.6 SANITARY SEWER AIR RELIEF VALVE INSTALLATION
The air/vacuum release valve shall be designed for use on sanitary sewer pressure (force)
mains. It shall exhaust large volumes of air which may be present in a system during filling of
the main or on pump startup. It shall also allow air to reenter when the system is drained
intentionally or due to a break in the main (prevents vacuum from forming).
The valve shall feature stainless steel trim as standard manufacture with stainless steel floats,
ti buna-N seating and cast iron housing.

200.7 FLEXIBLE COUPLINGS
Whenever it becomes necessary to join sewer pipe lines of dissimilar materials or pipe sizes, it
shall be required to use a flexible coupling. The coupling shall be made of virgin polyvinyl
chloride (PVC), shall not harden, and shall be impervious to all known soil conditions. The
coupling shall provide a permanent leakproof seal approved by the Southern Building Code
and manufactured in accordance with ASTM #C-594-70. The couplings shall be as
manufactured by Femco Joint Sealer Company or an approved equal.
200.8 COMPENSATION
Quantities of materials furnished in accordance with this section shall be considered as
included in the payment for each type item being installed under the contract as described
these contract specifications and as shown on the drawings.

:9
SECTION 250
SANITARY SEINER SYSTEM FORCE MAIN PIPE INSTALLATION
250.1 DESCRIPTION OF WORK
The work covered under this section shall consist of furnishing all labor, equipment, and
services for the installation of sanitary sewer force main system piping as shown on the
drawings, details and specified herein and in agreement with the General Conditions of these
contract documents.
250.2 HANDLING AND STORING MATERIALS
The Contractor shall unload material so as to avoid deformation other injury thereto. Material
shall not be rolled or dragged over gravel or rock during handling. The Contractor shall store all
materials on sills above storm drainage level and deliver for installation after the trench is
excavated. When any material is damaged during transporting, unloading, handling or storing,
the undamaged portions may be used or, if damaged sufficiently, the Engineer will reject the
material as being unfit for installation.
If any defective material is discovered after installation, it shall be removed and replaced with
sound material or shall be repaired by the Contractor in an approved manner and at his own
expense.
250.3 PIPE ALIGNMENT AND GRADE
The layout of underground sanitary sewer force main lines shall be shown on the contract
drawings.
The Contractor shall do all field layout work for lines and grades from that information shown
on the drawings or as furnished by the Engineer.
250.4 PREPARATION OF PIPE FOUNDATION
The pipe foundation shall be prepared to be uniformly firm and the pipe bedding shall be in
accordance with the typical trench cross sections as shown on the drawings. Under no
circumstances shall pipe be laid in water, on rock, or when trench conditions or weather is
unsuitable for such work.
The Contractor shall remove all water which may be encountered or which may accumulate in
the trenches by pumping or bailing and no pipes shall be laid until the water has been removed
from the trench.
250.5 PIPE LAYING
In all cases, pipe is to installed in strict accordance with the manufacturer's recommendations
and the contract material specifications. The Engineer may augment any manufacturer's
installation recommendations if, in his opinion, it will best serve the interest of the Owner. Pipe
shall be laid with bell ends facing in the direction of flow.
Proper tools, implements, and facilities satisfactory to the Engineer shall be provided and used
for the safe and convenient prosecution of pipe laying. All pipe and other materials used in the
laying of pipe will be lowered into the trench piece by piece by means of suitable equipment in
such a manner to prevent damage to the pipe, materials, to the protective coating on the pipe
materials, and to provide a safe working condition to all personnel in the trench. Each piece of
pipe being lowered into the trench shall be clean, sound and free from defects. It shall be laid
on the prepared foundation, as specified elsewhere to produce a straight line on a uniform
grade, each pipe being laid so as to form a smooth and straight inside flow line. Pipe shall be
removed at any time if broken or displaced in the process of laying same, or of backfilling the
_ trench.

When cutting short lengths of pipe, a pipe cutter as approved by the Engineer will be used and
care will be taken to make the cut at right angles to the centerline of the pipe or on the exact
skew as shown on the plans. In the case of push -on pipe, the cut ends shall be tapered with a
portable grinder or coarse filed to match the manufactured taper.
Where the pipe is laid on a grade of 10 percent or greater, the pipe laying shall start at the
bottom of the slope and proceed upward with the bell end of the new pipe upgrade. All pipe
laid on a grade of 10 percent or greater shall require thrust blocking and keying as shown on
the drawings and standard details.
Where pipe lines of different materials are joined together, a standard sewer repair coupling
shall be used. The couplings shall be Eastern Standard Sewer Repair Couplings (Mission
Rubber Company), the Fernco Joint Sealer Company, or an equal product approved by the
Engineer.
During times when pipe laying is not in progress, the open ends of pipe shall be closed and no
trench water or other material shall be permitted to enter the pipe.
250.6 FITTINGS INSTALLATION
All plugs, caps, tees, bends, and other fittings shall be provided with adequate thrust blocks.
Thrust blocks shall be constructed to the minimum dimensions shown on the drawing details or
as directed. Thrust Blocks shall be made of concrete having a 28 day compressive strength of
3,000 psi when tested in accordance with ASTM specifications C-39 or C- 42 and shall bear
directly against the undisturbed trench wall. Sackrete or any similar material will not be
permitted. Where possible, thrust blocks shall be so placed that the fitting joints will be
accessible for repair. All bolts and pipe joints shall be protected against contact with thrust
block concrete by the installation of a 4 MIL polyethylene film placed between the fittings and
the poured concrete. Where any section of a main is provided with concrete thrust blocks, the
hydrostatic pressure test shall not be made until three days after installation of the concrete
thrust blocks unless otherwise approved by the Engineer. Where trench conditions are, in the
opinion of the Engineer, unsuitable for thrust blocks, the Contractor shall provide steel tie rods
and socket clamps to adequately anchor the piping. All tie rods and clamps shall be given a
bituminous protective coating or shall be galvanized.
Concrete for thrust blocks shall consist of a mix of Portland Cement, fine and coarse
aggregate, and water to produce concrete with a minimum compressive strength at 28 days or
not less than 3,000 psi when tested in accordance with ASTM Specifications C-39 or C-42.
Sakrete or any other similar material will not be permitted under any circumstances.
250.7 BACKFILLING
All backfilling operations shall be conducted so as not to damage the pipe and appurtenances.
All backfill shall be compacted to 95 percent of the Standard Proctor Test at 2% over the
optimum moisture content.
Methods of backfilling shall be in strict accordance with the pipe manufacturer's
recommendations. All backfill materials shall be approved by the Engineer. Select backfill
material shall be used when requested by the Engineer. Select material shall be defined as a
finely graded material free from stones over Y2 inch in diameter, plastic clays, organic material,
frozen lumps and other debris and shall be approved by the Engineer prior to its installation.
Care shall be taken during backfill and compaction operations to maintain alignment and
prevent damage to the joints. All pipe backfill areas shall be graded and maintained in such a
condition that erosion or saturation will not damage the pipe bed or backfill.
Heavy equipment shall not be operated over any pipe until it has been properly backfilled and
has a minimum cover as required by the plans. Where any cover is above the proposed
finished grade, the Contractor shall remove such material at no cost to the Owner.

The contractor shall maintain all pipes installed in a condition that they will function
continuously from the time the pipe is installed until the project is accepted.
250.8 GATE VALVE AND VALVE INSTALLATION
When shown on the contract drawing, a standard gate valve shall be installed in the sanitary
sewer force main. Before setting each valve, the Contractor shall make sure the interior is
clean and shall test the valve for proper opening and closing. Valves shall be set with stems
plumb, unless horizontal installation is called for on the drawings, and at the exact location(s)
shown on the drawings.
A standard adjustable cast iron valve box (traffic bearing) shall be installed over each
underground water main valve. All valve boxes shall be set plumb with their top set flush with
the finished grade.
All gate valves shall be installed in compliance with the "TYPICAL" drawing details.
250.9 SANITARY SEWER AIR RELIEF VALVE INSTALLATION
An air relief valve shall be installed on the sanitary sewer force main at the exact location(s)
shown on the contract drawings.
A standard air relief valve installation as shown in the "TYPICAL" detail in the contract
drawings shall consist of the force main tap, air relief valve, precast concrete manhole
sections, and standard heavy duty iron frame and cover.
All gate valves shall be installed in compliance with the "TYPICAL" drawing details.
250.10 COMPENSATION
Quantities of sewer force main pipe, gate valves and air relief valves installed in accordance
with the requirements of this section shall be verified in the field by the Engineer.
Payment shall be made for the total number of lineal feet of pipe installed, for each gate valve
and valve box installed, and for each sewage air relief valve installation at the respective unit
prices bid for the items as shown on the Bid Schedule.
Price and payment shall constitute full compensation for furnishing all equipment, tools, labor,
and materials to complete the work as specified.

SECTION 300
SANITARY SEWER SYSTEM FORCE MAIN INSPECTION & TESTING
300.1 DESCRIPTION OF WORK
The work covered under this section shall consist of furnishing all labor, equipment, and
services for the proper inspection and testing of the water distribution system and mains
installed under this contract in accordance with Section 250.
300.2 LINE FLUSHING
Prior to testing of any section(s) of the water main pipe line, the Contractor shall completely
flush out all lines to clean out any sediment or debris, etc. The pipe shall be shown to be ready
for use by the Owner and shall be in first-class condition and constructed in accordance with
the approved drawings and specifications.
300.3 INSPECTION
When the sewer force main is installed, the Engineer or his representative shall inspect the line
for conformance with the provisions of the contract drawings and specifications, particularly
with respect to alignment and depth.
300.4 TESTING
All newly constructed water distribution main(s) shall be subjected to a hydrostatic
pressure -leakage test.
Each completed section of the pipeline shall be plugged at both ends and slowly filled with
water. As the main is being filled with water in preparation of the test, all air shall be expelled
from the pipe. The main shall be subjected to hydrostatic pressure of 100 pounds per square
inch, for a period of not less than two hours unless otherwise specified. Pressure shall be
applied to the main by means of a hand pump for small lines or by use of a gasoline engine
driven pump for larger lines.
The rate of leakage shall be determined at 15-minute intervals by means of volumetric
measurement of the water added during the test until the rate has stabilized at the constant
value for three consecutive 15-minute periods. Leakage is defined as the quantity of water to
be supplied into the newly laid pipe, or any valved section thereof, necessary to maintain the
specified leakage test pressure after the pipe has been filled with water and the air expelled.
No piping installation will be accepted until the leakage is less than ten (10) gallons per inch of
pipe diameterper mile of pipe per 24 hours.
Cracked or defective pipe, joints, fittings, or valves discovered as a result of this test shall be
removed and replaced with sound materials, and the test shall be repeated until the test results
are satisfactory. Precautions shall be taken to remove or otherwise protect equipment in or
attached to pipe to prevent damage or injury thereto.
Tests of insulated and/or concealed piping shall be made before the piping is covered or
concealed. No leakage will be allowed under the above tests for piping in buildings, structures,
or on bridges.
The Contractor shall notify the Engineer when the water main(s) are ready for testing. All
testing shall be done in the presence of the Engineer or his representative and a representative
from the City of Hendersonville Water Department. All labor, equipment, water and materials,
including meters, and gauges, shall be furnished by the Contractor at his own expense.

300.6 FINAL ACCEPTANCE
The Engineer will notify the Contractor, in writing, as to the satisfactory completion of the work
in any or all sections of water distribution main installed under this contract.
Upon such notification, the Contractor shall immediately remove all construction equipment,
excess materials, tools, debris, etc., from the site(s) and leave the same in a neat, orderly
condition acceptable to the Engineer.
Final landscaping requirements and restoration of surfaces shall then be completed by the
Contractor in accordance with their respective Sections of these specifications and as shown
on the contract drawings.
300.7 COMPENSATION
There will be no specific quantities measured for the Sanitary Sewer Force Main System
Inspection and Testing. The cost of providing all equipment, labor, materials, etc., required to
perform the work described under this section shall be considered incidental to the work
covered under other sections of these specifications.

SECTION 700
SANITARY SEWER SYSTEM DUPLEX SUBMERSIBLE NON -CLOG LIFT STATION
700.1 GENERAL
Contractor shall fumish all labor, materials, equipment and incidentals required to provide a
complete sewage pumping station. The pump station shall include two (2) non -clog submersible
grinder pumps with motors as specified herein, four (4) mercury switch level controls,
discharge piping and valves, pump station basin, electrical equipment, pump mounting and
removal facilities and other necessary appurtenances as shown on the drawings and in
accordance with these specifications.
700.2 OPERATING CONDITIONS
Each pump shall be rated 2 HP, 230 volts, 3 phase, 60 hertz, 3450 R.P.M. The unit shall
produce 30 gpm at 40 ft TDH. The pump shall be non -overloading throughout the entire range
of operation without employing service factor. The performance curve submitted for approval
shall state in addition to head and capacity performance, the pump efficiency, solid handling
capacity, and reflect motor service factor.
700.3 PUMP CONSTRUCTION
The pump shall be a submersible grinder type, model HPG200 as manufactured by Aurora/
Hydromatic Pumps, Inc. or approved equal. All external mating parts shall be machined and
Buna N Rubber 0-ring sealed on a beveled edge. All fasteners exposed o the pumped liquids
shall be 300 series stainless steel.
700.4 ELECTRICAL POWER CORD
Electrical power cord shall be STW-A, water resistant 600v, 600C., UL and CSA approved and
applied dependent on amp draw for size.
The pump shall be triple protected with a compression fitting and an epoxy potted areas at the
power cord entry to the pump.
The power cable entry into the cord cap assembly shall first be made with a compression fitting.
Each individual lead shall be stripped down to bare wire at staggered intervals, and each strand
shall be individually separated. This area of the cord cap shall then be filled with an epoxy
compound potting which will prevent water contamination to gain entry even in the event of
wicking or capillary attraction.
The power cord leads shall then be connected to the motor leads with extra heavy connectors
having brass inserts with a screwed wire to wire connection.
The cord cap assembly where bolted to the connection box assembly and the connection box
assembly where bolted to the motor housing shall each be sealed with a Buna N Rubber O ring
on a beveled edge to assure proper sealing.
700.5 MOTOR
The stator, rotor and bearings shall be mounted in a sealed submersible type housing. The stator
windings shall have Class F insulation, (155°C or 311 °F), and a dielectric oil filled motor, NEMA
B design. Further protection shall be provided by on winding thermal sensors.

The pump and motor shall be specifically designed so that they may be operated partially or
completely submerged in the liquid being pumped. The pump shall not require cooling water
jackets.
Stators shall be securely held in place with a removable end ring and threaded fasteners so they
may be easily removed in the field without the use of heat or a press.
Pump shall be equipped with two (2) heat sensors. The heat sensors shall be a low resistance,
bi-metal disc that is temperature sensitive. It shall be mounted directly on the stator windings and
sized to open at 1200C and automatically reset at 30-350C differential. The sensors shall be
connected in series with motor starter coil so that the starter shall be equipped with 3 leg
overload heaters so all normal overloads are protected by the starter.
700.6 SEALS
The pump shall have two mechanical seals, mounted in tandem, with an oil chamber between
the seals. Seals shall be used with the rotating seal faces being carbon and the stationary seal
faces to be ceramic. The lower seal shall be replaceable without disassembly of the seal
chamber and without the use of special tools. Pump -out vanes shall be present on the backside
of the impeller to keep contaminates out of the seal area.
The pump shall be equipped with a seal leak detection probe and warning system.
There shall be an electric probe or seal failure sensor installed in the seal chamber between the
two tandem mechanical seals. If the lower seal fails, contaminants which enter the seal chamber
shall be detected by the sensor and send a signal to operate the specified warning device.
700.7 SERVICEABILITY/SUPPORT
The complete rotating assembly shall be capable of being removed from the volute without
disturbing the suction piping, discharge piping, and volute. The motor housing, seal housing with
- seal plate and impeller still attached to the shaft shall be capable of being lifted out of the volute
case from the top as one assembly. Though the pump may not require feet to support the unit
while installed, the pump volute must have feet to support the unit when removed for service.
Units which do not have feet upon which the unit can be supported when removed for service
shall not be acceptable.
700.8 PUMP STATION BASIN
Basin shalt be constructed from precast concrete manhole sections as shown on the plans. All
sections shall be furnished to the job site complete with openings for all pipes, steps, cover,
cables and appurtenances necessary for proper installation. Revisions to openings will not be
allowed in the field.
Precast concrete manhole bases, risers and tops shall conform to ASTM C-478, latest revision
for Precast Reinforced Concrete Manhole Sections. Minimum compressive strength of concrete
shall be 4,000 PSI at 28 days with a maximum permissible absorption of 6.5%. Risers shall be
reinforced with a single cage r steel placed within the center third of the wall. The tongue or the
groove of the joint wall shall contain one line of circumferential reinforcement equal in area to
that in the barrel of the manhole riser. The minimum cross -sectional area of steel per linear foot
shall be 0.12 square inches. Precast manhole sections shall fit together readily and shall have a
self-contained "O" ring rubber gasket conforming to ASTM C-443. Manhole sections shall be
perpendicular to their longitudinal axis within the limits listed in ASTM C-478. The quality of
materials, manufacturing process and finished manhole sections shall be subject to inspection
and approval by the Engineer.

700.9 PUMP MOUNTING AND REMOVAL SYSTEM
Contractor shall furnish all labor, materials, equipment and incidentals required to provide a
complete pumping system as specified herein. The Metal to Metal Rail System shall include two
(2) submersible non -clog sewage grinder pumps, base elbow sealing flange with rail guide, upper
guide bracket, lifting chain, access frame and hatch cover, float mounting bracket, control
equipment, guide rails and discharge piping meeting the following specifications:
1. UPPER GUIDE BRACKET
The upper guide bracket shall align and support the two guide rails at the top of the sump. It
shall bolt directly to the hatch frame and incorporate an expandable rubber grommet for
secure rail installation.
2. LIFTING CHAIN
Each pumping unit shall be provided with a stainless steel lifting chain, and be of sufficient
length to extend from the pump to the top of the wet -well. The access frame shall provide a
hook to attach the chain when not in use. The lifting chain shall be sized according to the
pump weight.
3. ACCESS FRAME AND DOOR
A separate access frame assembly shall be supplied with a separate hinged door for
removal of each pump. The frame assembly and door shall be aluminum, with 300 series
stainless steel hinges and hardware. The steel door shall be factory painted with a corrosion
resistant paint, and have either a sanded, skid -proof cover or raised tread plate cover. The
aluminum door shall have a raised tread plate to provide a skid -proof surface. As a safety
precaution, each pump shall be provided with a separate door so as to limit access to the
wet -well. The frame shall support the float mounting bracket. A recessed handle shall be
provided with each door, as well as a safety latch to hold the door in an open position.
4. FLOAT MOUNTING BRACKET
A float mounting bracket shall be provided with strain reliefs that support and hold the level
control cords. Continuous cords are to run from pump(s) and level controls to a control
panel or junction box. No splices shall be made in the wiring. The bracket shall be fabricated
from steel, coated for corrosion resistance, and attached to the access frame with 300 series
stainless steel fasteners. A dielectric spacer should be installed when bolting to an aluminum
access frame.
5. GUIDE RAIL
The dual rail guide design keeps the pump in proper alignment with the stationary discharge
piping. The rail shall be 1-1/4" galvanized or stainless steel pipe and positioned on each side
of the pump so that no weight of the pump bears on the rails at any time.
700.10 DUPLEX CONTROL
Contractor shall furnish all labor, materials, equipment and incidentals required to provide a
duplex motor control panel as specified herein:
The motor control panel shall be assembled and tested by a shop meeting UL Standard 508 for
industrial controls. The motor and control panel shall be assembled and tested by the same
manufacturer supplying the pump so as to insure suitability and assurance of experience in
matching controls to motors and to insure single source responsibility for the equipment.
The controls for the pump shall be contained in a steel enclosure meeting NEMA 3R
requirements with a hinged door and .neoprene gasket. The enclosure shall have provisions for

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padlocking. A nameplate shall be permanently affixed to the panel and include the model
number, voltage, phase, hertz, ampere rating and horsepower rating. A warning label against
electric shock shall be permanently affixed to the outer door. All fasteners shall be 300 series
stainless steel or type 6063T5 aluminum, or thermoplastic. The outer door shall be attached to
the enclosure using captured, quarter turn thermoplastic screws and non -corrosive lift off hinge.
The hinge shall permit the outer door to be separated from the main enclosure, when opened, by
a simple upward motion. A hinge arrangement which requires unbolting for removal of the outer
door is not acceptable.
A steel back panel with electroplated bright zinc and clear chromate finish shall be provided. A
painted steel back panel will not be acceptable. The back panel shall be mounted on stainless
steel bolts using stainless steel nuts and lock washers to maintain enclosure integrity and shall
be used as the means for mounting the components in the enclosure.
A run light and hand -off -auto switch shall be provided. Run light and hand -off -auto switch shall
be mounted on an electroplated bright zinc with clear chromate finish steel bracket. The run light
and hand -off -auto switch shall be properly labeled as to function. The hand -off -auto switch shall
be rocker type with an electrical life of 50,000 operations. The run light shall match the
hand -off -auto switch in appearance and have an electrical life of 5,000 hours. Run light shall be
red.
The incoming power shall be 230 volts, 3 phase, 60 hertz service. Terminal blocks with box type
lugs shall be supplied to terminate all wiring for floats and heat and seal sensors for the pump, if
required. The pump leads shall be terminated at the overload relay or at box type terminal
blocks. The terminal blocks for the float connections shall be on the pump controller.
A circuit breaker shall be used to protect from line faults and to disconnect the pump from the
incoming power. Circuit breaker shall be thermal magnetic and sized to meet NEC requirements
for motor controls.
Control voltage shall be 120 VAC and may be accomplished by the means of a transformer or
available line voltage. A control fuse and on/off switch shall protect and isolate the control
voltage from the line.
Wire ties shall be used to maintain panel wiring in neat bundles for maintenance and to prevent
interference with operating devices. All wiring shall be color coded to facilitate maintenance and
repair of the control panel. Where a color is repeated, number coding shall be added. A
schematic shall be permanently attached to the inside surface of the front door.
All ground connections shall be made with ring tongue terminals and star washers to assure
proper ground.
A duplex pump controller shall be provided for control logic. Pump controller shall be solid state
utilizing a printed circuit board to avoid be color coded to facilitate maintenance and repair of
the control panel. Where a color is repeated, number coding shall be added. A schematic shall
be permanently attached to the inside surface of the front door.
All ground connections shall be made with ring tongue terminals and star washers to assure
proper ground.
A duplex pump controller shall be provided for control logic. Pump controller shall be solid state
utilizing a printed circuit board to avoid conventional wiring. The printed circuit board shall be
made of UL listed materials. The pump controller shall indicate float circuit operations utilizing
red amber LED indicator lights. LED indicator lights shall provide adequate information so that
they can be used for diagnosis in troubleshooting problems located in the float circuits. Each
LED shall be permanently labeled on the pump controller as to function. Pump controller shall
have provisions for connecting float level controls and heat sensor monitors, where applicable, to
box type lug connectors.

Box type lug connectors shall be made of polyamide thermoplastic to exclude aging due to heat
influences. Phenolic type terminal blocks on the pump controller shall not be acceptable. Each
terminal block shall be property and permanently labeled on the pump controller as to its
purpose.
Wiring of hand -off -auto switch, run light, contractor, and overload to the pump controller shall be
accomplished by means of plug connectors. The pump controller shall have male header
assemblies from the corresponding devices as labeled on the pump controller for that male
header assembly. Header assemblies shall be constructed of a corrosion -resistant thermoplastic
material having a temperature range of -55 °C to 105 °C and copper alloy, bright acid tin over
nickel plating contacts. There shall be no external lights on the pump control panel. All must be
NEMA 4X rated and on a hinged dead front door on the panel interior.
Panel shall be equipped with the following additional features.
X - High level alarm light (Flashing)
X - High level alarm hom with push to silence switch.
X - Elapsed time meter (per pump)
X - Seal failure light
X - Lightning suppresser
X -110 volt convenience outlet
700.11 INSPECTION AND TESTING
After the station has been satisfactorily completed and approved by the Engineer, the pumps
shall be tested in accordance with the manufacturer's recommendations. The minimum test
procedure shall include a hydrostatic pressure test at 150 PSI for a period of two (2) hours before
pump operation. Any leaks or defects found in any component will be repaired to the satisfaction
of the Engineer. All testing shall be performed in the presence of the Engineer and shall
demonstrate conformance to the conditions shown on the contract documents and drawings.
700.12 WARRANTY
In addition to the manufacturers standard warranty, The pump unit or any part thereof and all
other system components shall be warranted against defects in material or workmanship within
one (1) year from date of final acceptance by the Owner and shall be replaced at no charge with
a new or manufactured part.

SECTION 900
ELECTRICAL SYSTEMS GENERAL ELECTRICAL PROVISIONS
900.1 SCOPE
This section shall consist of the general provisions of this electrical contract related to the
provision of all labor, materials, tools, equipment, and transportation, and perform all operations
necessary for and reasonably incidental to proper execution and completion of all "Electrical"
work, whether specifically mentioned or not, all as indicated, specified herein, and/or implied
thereby to cant' out the apparent intent thereof.
900.2 GENERAL
All items not specifically mentioned in the specifications or noted on the drawings, but which are
obviously required to make the working installation complete, shall be included automatically.
This Contractor's attention is directed to the requirements of Instructions to Bidders, General
Conditions and Supplementary General Conditions as bounded in the specifications which apply
in full to the electrical contract.
900.3 STANDARDS
All work performed and all equipment furnished by this Contractor shall be in accordance with
applicable standards as published by ANSI, NFPA, and UL
900.4 CODES AND ORDINANCES
All work performed shall be in accordance with the latest requirements of the National Electrical
Code, North Carolina State Building Code, and all state and local codes, ordinances, rules and
regulations.
If the Contractor notes discrepancies between laws, codes, ordinances, rules and regulations,
and the specifications or drawings, each discrepancy shall be called to the attention of the
Engineer in writing before the bids are submitted. That work which is shown or specified in
violation of these rules and regulations shall be done in compliance with the regulations, and no
claim for additional cost required to make implied systems complete will be accepted.
900.6 PERMITS AND FEES
This Contractor shall secure all permits required for the completion of this contract. He shall
obtain and deliver to the Owner all certificates of inspection issued by the authorities having
jurisdiction, with Contractor paying cost of same.
900.6 VISIT TO JOB SITE
Before submitting a bid, this Contractor shall visit the job site for the purpose of thoroughly
examining the site and conditions under which the work must be performed. The submission of
a bona fide bid will be construed to mean that this Contractor understands and is satisfied with
conditions under which the contract must be fulfilled. No extra compensation will be allowed for
situations arising from conditions, including charges and requirements for connection to utilities
as shown for this project.
900.7 DRAWINGS AND SPECIFICATIONS
The drawings show the location and arrangement of fixtures, conduits, ducts, and equipment,
together with details of connections of certain principal items. The layout shown shall be
followed as closely as circumstances will permit, but this Contractor shall lay out this work so as
to avoid conflict with other Contractors and trades, and to avoid any unnecessary cutting or

damage to walls, floors, and supporting structural members. He shall, therefore, carefully and
accurately locate and install at the proper time all necessary sleeves, hangers, inserts, etc.,
which will be required for the completion of his work, and shall be solely responsible for the
accurate and proper location of the above items.
This Contractor shall cooperate fully with other Contractors and trades while installing conduit,
fixtures, and other equipment because of close space limits. In case of conflict, he shall notify
the Engineer before proceeding with installation. Electrical drawings are not to be scaled for
dimensions.
The drawings and specifications complement each other and together are intended to give a
complete description of the work. Any item of equipment or note of work to be done as shown
on the plans and not mentioned in the specifications and not shown on the plans, shall be
furnished the same as if mentioned or shown in both places. If conflicts exist, then the most
stringent method shown or described should apply.
If this Contractor notes any discrepancy, omission, or conflict found in the plans or specifications,
he shall call it to the immediate attention of the Engineer, prior to receipt of bids.
It shall be the responsibility of this Contractor to coordinate his work with that of other trades to
avoid any conflicts. Any conflicts that occur after work of one trade is installed and was not prior
coordinated shall be relocated or rearranged at the total expense of this Contractor, as directed
by the Engineer. Any conflicts that cannot be corrected in the field by relocation or elevation
changes shall be reported to the Engineer in writing prior to any installation.
The drawings are not intended to show each and every complete or accurate detail. The figures
and writing on drawings shall be taken instead of scaling. It is this Contractor's responsibility to
take all field measurements and to comply with the evident intent for centering and symmetric
arrangement. Exact locations and relations are to be defined in the field and shall be
satisfactory to the Engineer.
900.8 ALLOWANCE FOR ADDED WORK FOR ADDED WORK
Before proceeding with any work for which compensation may be claimed or the Owner may
claim credit, a detailed estimate shall first be submitted and approved in writing. No claim for
addition to the contract sum will be valid unless so ordered and approved by the Owner and the
Engineer, prior to the start of work. Any conflicts corrected by relocation or elevation changes do
not constitute extra work.
900.9 INTERFERENCE
This Contractor shall cooperate with all other Contractors and shall confer with all Contractors
installing mechanical work and equipment which may effect or come in contact with his work. He
shall make necessary visits to site and examination of other trades to verify dimensions,
installation conditions and conflicts, storage facilities, etc. He shall examine approved shop
drawings and arrange his work in proper relation to other work and apparatus.
900.10 SHOP DRAWINGS
Upon award of the contract, this Contractor shall submit to the Engineer eight (8) sets of shop
drawings consisting of detailed drawings or manufacturer's cuts of all manufactured equipment
he proposes to use on the job. The drawings or cuts shall snow details of construction and
arrangement of all pertinent data pertaining to equipment proposed to be furnished. The
approval of the Engineer shall be obtained before equipment is ordered for delivery.
Approval of the Engineer shall be for general fitness and design only. It will be the duty of this
Contractor to verify quantities, dimensions, and details and determine suitability of equipment for
installation in the spaces provided. Approval of shop drawings by the Engineer does not relieve
this Contractor of the responsibility for coordination, dimensions, quantities or details.

This Contractor shall check and approve shop drawings making such notations and corrections
as may be appropriate or necessary to comply with specifications before submission to the
Engineer.
Shop drawings and/or submittal data shall be submitted on all items of equipment to be supplied.
900.11 WORKMANSHIP
Workmanship in the fabrication, preparation, and installation of materials and equipment shall
conform to the best standards of practice of the trades involved. Work shall be performed by
experienced and skilled mechanics under the supervision of a competent foreman. Substandard
workmanship will be cause for rejection of work and replacement by this Contractor.
900.12 SUPERVISION
This Contractor shall have in charge of the work at all times during construction a thoroughly
competent foreman with extensive experience in the work to be performed under this contract.
Anyone deemed not capable by the Engineer shall be replaced immediately upon request, and
after a satisfactory foreman has been assigned, he shall not be withdrawn without the written
consent of the Engineer.
900.13 ADAPTATION OF WORK TO EXISTING CONDITIONS
It is reasonably implied that this Contractor is to furnish all labor and materials to provide Owner
with a new and satisfactory system in these facilities. This Contractor is to include necessary
work for adaptation of equipment to conditions that may be found to produce conflicts during
construction. When any such conditions are encountered, this Contractor is to consult with the
Engineer and then modify the installation as directed.
900.14 CUTTING AND PATCHING
This Contractor, before installing any of his'work, shall see that it does not interfere with
clearances required for finished equipment, etc., as shown on mechanical drawings and details.
If any work is to be so installed and it later develops that the design cannot be followed, this
Contractor shall, at his own expense, make changes in his work as directed by the Engineer so
that the design may be followed.
Any cutting or patching required by the failure of this Contractor to place sleeves and install
inserts, hangers, etc., at the proper time, or failure to accurately locate the above items, shall be
done at Electrical Contractor's expense. This Contractor shall advise other Contractors at the
proper time of exact locations of all roof, wall and floor openings. All such penetrations shall
have sleeves.
Any cutting of walls or structures required for the installation of work under this contract shall be
done by this Contractor. Holes through walls for passage of conduits, etc., shall be properly and
neatly sleeved and grouted. Sleeves through exterior walls shall be effectively sealed against
passage of water. All disturbed areas shall be refinished and left in a finished and matching
condition and must meet the approval of the Engineer.
900.15 INCIDENTAL CONSTRUCTION WORK
All excavating required for the installation of this system shall be done by this Contractor and
shall be unclassified and restoration of disturbed areas shall be accomplished as specified in
appropriate section of the specifications.
Unless otherwise noted, the General Contractor will provide openings as new construction
progresses, but this Contractor shall fully designate his requirements prior to other construction
and failure to coordinate his work with the other construction shall make this Contractor

responsible for removing, replacing and painting building construction as required for installation
of his work.
900.16 CLEANING AND PAINTING
This Contractor shall at all times keep the Owner's premises, adjoining driveways and streets
clean of rubbish caused by this Contractor's operations and at the completion of the work shall
remove all the rubbish from and about the premises, all his tools, equipment, temporary work,
surplus material and shall leave the work clean and ready for use.
This Contractor shall be required to perform touch-up painting on factory finished equipment
installed under this contract where necessary to repair abraded and scarred areas and make a
clean neat installation at the direction of the Engineer. All metal exposed to weather shall be
properly painted. Any equipment installed exposed to weather shall have all abraded areas
cleaned, primed, and be painted one complete coat by the Contractor.
900.17 ELECTRICAL WORK BY OTHERS
This contractor shall refer to the prints for the details of locations of circuit breakers, junction
boxes, conduits and slackwire required where this Contractor's electrical work terminates and
electrical work by others begins. This Contractor shall furnish and install all power circuits to
equipment and disconnect switches for equipment furnished by others, as shown on the electrical
drawings.
The Electrical Contractor will install conduit and outlet boxes for controls and interlocks. The
Electrical Contractor shall pull control wiring and furnish all items of control equipment except as
otherwise specified.
900.18 STORAGE AND PROTECTION OF MATERIALS AND EQUIPMENT
The Electrical Contractor shall be responsible for furnishing suitable shelter and protection for all
materials and equipment stored on the job which are related to his contract.
Equipment shall be protected from damage from any source both during storage and after
installation until completion of the job. No damaged equipment will be accepted.
900.19 TESTS
The right is reserved to conduct acceptance tests of all equipment, wiring, or any other work
furnished under these specifications to determine the fulfillment of special requirements. Such
tests shall be conducted in the presence of authorized representatives of this Contractor, Owner,
and Engineer, at such time as the Engineer may designate. This Contractor shall perform all
tests, bear the cost of same and make adjustments of equipment and wiring as may be deemed
necessary by the Engineer.
900.20 GUARANTEE
This Contractor shall guarantee all materials equipment, workmanship and each and every piece
of apparatus which he furnished and which he installs under this contract against defects and
failures of any nature for a period of one year from date on which the system is accepted.
Apparatus furnished by this Contractor shall be guaranteed to be satisfactory when operated
under rated conditions in accordance with manufacturer's instructions and to be of size, function,
and capacity specified on the drawings or in the specifications. Upon notice from the Engineer or
Owner, he shall immediately check the system, make necessary repairs or adjustments as
required due to faulty workmanship, materials, faults, operation or equipment, without cost to the
Owner, and instruct the Owner in proper operation, adjustment, and care of the system.

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900.21 MAINTENANCE AND OPERATING INSTRUCTIONS
1. This Contractor shall furnish to the Engineer four (4) complete sets of applicable drawings,
instructions, parts lists, etc., on all equipment furnished, providing names and addresses of
manufacturers or subcontractors and suppliers.
The Electrical Contractor will be furnished with manufacturer's shop drawings of equipment
to be furnished by others or by the Owner that are to be connected by him.
2. Two (2) copies of manufacturer's warranties on all equipment so covered shall be provided
to the Owner and one (1) copy to the Engineer.
3. Prior to application for final payment of the contract, this Contractor shall be responsible to
train the Owner's personnel on how to operate, service, startup and shutdown the standby
power sections of the system.
900.22 EXISTING FACILITIES
Every precaution shall be taken to prevent damage to existing underground lines and structures
and public utilities. Damage to existing water and sewer lines, culverts, service connections,
underground cables, and similar surface and subsurface structures shall be at the expense of
this Contractor, with repairs completed without delay.
900.23 RESTORATION OF PROPERTY
This Contractor shall carefully restore all property defaced by operations or acts of any of his
agents or employees. Such restoration shall include seeding, sodding, and transplanting of
lawns, hedges, ornamental planting, and the repair or replacement of driveways, walks, fences,
steps. or other facilities in such a manner as to meet the approval of the Engineer and to be at
least equal quality to the original undisturbed work as specified elsewhere.
900.24 AS INSTALLED PRINTS
This Contractor shall maintain a set of prints, showing exact locations of all relocated equipment,
concealed equipment, service accesses, hand holes, underground lines, and all other changes to
plans. This set shall be kept current and turned over to the Engineer upon completion of the job.
900.25 COMPENSATION
The furnishing and installation of all electrical wiring, conduit, switches, panels, etc. required
under the specifications shall be verified by and subject to the approval of the Engineer.
Payment shall be as described in the Bid Schedule and shall constitute full compensation for
furnishing all equipment, tools, labor, and incidentals and performance of all work necessary to
install a complete and functional electrical system as specified herein and shown on the contract
drawings

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SECTION 960
ELECTRICAL SYSTEMS ELECTRICAL MATERIALS AND METHODS
960.1 SCOPE
The work covered by this section consists of providing all labor, materials, tools, equipment, and
transportation, and perform all operations necessary for and reasonably incidental to proper
execution and completion of all "Electrical" work, whether specifically mentioned or not, all as
indicated, specified herein, arid/or implied thereby to carry out the apparent intent thereof.
950.2 GENERAL
Electrical Contractor shall furnish and install all conduit and power wire, and raceways for special
systems, special equipment, etc., as called for and described on the electrical drawings or
herein, complete and ready to operate in every respect, including connection of equipment
furnished by the Owner or other Contractors.
Materials and workmanship on all work installed under this contract shall be of new and of the
best quality and shall conform to the best practice of such work and be installed in accordance
with the manufacturer's recommendations and instructions,, including all hardware and
accessories recommended or appropriate. Any work or materials not specifically mentioned in
these plans and specifications, but required to make this job a complete and workable system
shall be furnished by this Contractor. All materials, fixtures, apparatus and materials and
methods of installation shall meet the approval of the Engineer.
All fabricated assemblies and manufactured items of electrically operated equipment furnished
under this contract shall have Underwriter's Laboratories approval or UL Reexamination listing
in every case where such approval has been established for the particular type of materials or
devices in question.
950.3 CONDUITS AND RACEWAYS
All wiring will be in conduit or other approved raceways except as shown on the drawing or
otherwise specified, and will be concealed unless otherwise noted.
Conduit will either be rigid galvanized steel, rigid PVC, galvanized electrically metallic tubing,
steel flexible, or intermediate grade steel as applicable.
In general, all raceways above grade will be electrical metallic tubing. PVC may not be used in
"Areas of Assembly. "
Rigid steel conduit will be utilized where conduit is exposed and subject to damage.
Rigid PVC Conduit will be utilized for exterior work below grade, and shall always have marker
tape placed above, 6" below finished grade.
Rigid steel or PVC Conduit shall be installed where routed in poured concrete, in exterior
masonry walls, in concrete slab or in wet locations.
Minimum depth for buried raceway is 3' below finished grade,
Flexible conduit shall be used for motor, transformer and lay -in fixture connections. Length shall
_ be limited to 24 for motors and 6 feet for fixtures. Where exposed to moisture, PVC coated
"Sealtight" and insulated green bond wire shall be utilized.

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Where PVC raceway is utilized in lieu of metallic raceway, a copper bonding conductor shall
be provided, sized per NEC
Conduit may be run exposed only where specifically noted on drawings and may be deemed
necessary and approved by the Engineer, and it shall follow the location as shown. All exposed
conduit runs shall be so located that pull or junction boxes will not be made inaccessible due to
inadequate clearance with piping or equipment immediately below or adjacent to be installed
under this contract.
All conduits used for service entrance feeders from supply point to first overcurrent devices shall
be bonded with suitable bonding locknuts and/or bonding insulating bushings.
950.4 CONDUCTORS
This Contractor shall furnish and install all wire and cable necessary to complete the work herein
outlined and as shown on drawings,, except such items as are specifically noted as being
furnished by others. All wiring in the entire system must be color coded and all conductors shall
have their size, voltage, manufacturer, and type clearly marked on the outer covering. All wire
and cable shall be as herein specified or as shown on the drawings. Wire and cable shall be as
manufactured by Okonite, Anaconda, Rome, General Electric, General Cable, or equal.
1. CONDUCTORS
Conductors shall consist of annealed copper wire of size indicated on drawings or as may be
specified herein. No conductors smaller than #12 AWG copper shall be used unless noted.
All conductors up to and including #10 AWG shall be solid copper and all conductors of #8
AWG and larger shall be copper of size indicated on drawings or as may be specified herein,
Class B concentric stranded construction.
2. WIRE INSULATION
All wire and cable unless otherwise specified shall be single conductor type THW and THHN
600 volt insulation. Conductors shall be color coded black, red, orange, white, on 240/120
volt systems.
3. INSTALLATION
The Engineer reserves the right to inspect any and all joints in wiring. If joint is already
taped, Contractor will properly retape after inspection.
Conductors shall be continuous without joints or splices in runs between outlet boxes. All
splices shall be made at boxes only.
4. SPLICES AND TERMINATIONS
Splices shall be made by use of mechanical connectors. Conductors size #8 AWG and
larger shall be spliced and connected with suitable solderless, mechanical lugs and
connectors.
All splices, taps, and connections shall be insulated with electrical tape.
5. ALUMINUM CONDUCTORS
At this Contractor's option, aluminum conductors may be used in AWG sizes #6 and larger.
Where used, these sizes shall have ampacity equal to or greater than that specified for
copper shown. Conduit sizes and gutter space shall be increased accordingly. All conductors
at terminations shall have oxidation inhibiting compound properly applied.

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a. Terminators: All aluminum wiring utilized shall be terminated with a hydraulic
compression type fitting where terminated in mechanical lugs Compression type lugs will
be supplied in panelboards, transformers, etc. where available.
b. Splices: Where aluminum conductors must be spliced or tapped, a hydraulic
compression sleeve or "H" type fitting shall be utilized.
950.5. PANELBOARDS
1. GENERAL
This Contractor shall furnish and install all panelboards and distribution equipment as shown
on the drawings. All panelboards will be complete with size and number of single, double,
and triple pole breakers as indicated on the drawings. All panels shall be listed as service
entrance equipment.
All branch breakers shall be quick -make, quick -break, thermal -magnetic trip, air circuit
breakers, mechanically trip free, and trip indication. All multiple breakers shall be common
trip and all breakers shall be of bolted -in type.
Panelboard boxes shall have a minimum of 6-1/2" side and 5" end gutter. The front shall
have adjustable indicating end clamps, hinged doors, a directory holder for a plastic or glass
covered directory that shall be neatly typed identifying each circuit as to space, function and
area served. Panels shall be for flush mounting unless otherwise noted. Branch loads are to
be connected and numbered as in directory on plans.
The door shall have a cylinder tumbler -type, common keyed lock. On doors more than 43
inches high, a combination three-point catch and lock shall be provided. A neatly typed
circuit directory shall be provided on the inside of the door (or front as applicable) for all
panels, switches, and controls, providing relative descriptive title for each load.
Branch circuit -protective devices shall be of the number of poles, ampere rating and
interrupting rating as listed on drawings, and/or by Code.
2. PANELBOARD TYPES
a. Distribution type panelboards to be circuit breaker type, Square "D" "I" line,
Westinghouse CDP or G.E.
b. Panelboards on voltages below 240 shall be Square "D NQOB, Westinghouse B1 OB, or
G.E. NQB or equal.
950.6 MOTORS
This Contractor shall furnish power wiring and a disconnection switch for all equipment furnished
by others. This Contractor is to furnish and install all disconnect switches where shown or
required.
This Contractor shall inspect and clean all contacts if required in control panels, starters, and
miscellaneous control devices and make all necessary adjustments and wiring changes as may
be required for the proper operation of equipment.
Running tests shall be made on all equipment connected by this Contractor to check proper
operation of equipment and verify installation of properly sized overcunent relays. Such tests
shall not be made, however, without the permission of a responsible party designated by the
Owner. Tests will be made only in presence of the Contractor or others furnishing equipment, if
other than Electrical Contractor.

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950.7 DISCONNECT SWITCHES
Switches shall be as called for on the drawings, heavy duty, complete with all fuses. Fuses shall
be nonrenewable and where rated above 30 amperes, shall be of "Fusetron" type. Switches to
be exterior mounted shall be NEMA 3R enclosure. Switches shall be provided by this
Contractor where required to meet the National Electric Code, Sections 430-H, 440-B, and
520-51 or as shown. Where applicable for equipment with external control voltage source,
switches shall be equipped with integral electrical interlocked disconnect switch, one or two pole
as applicable.
950.8 SUPPORTING DEVICES
1. GENERAL
All secondary electrical devices shall be located generally as shown on the drawings. This
Contractor shall study the general plans in relation to space surrounding each device to
prevent interferences and when necessary, he will relocate the devices.
2. OUTLET AND SWITCH BOXES
Outlet and switch boxes shall be code size and type, made of galvanized sheet steel and
shall be properly supported.
Metal raceways, metal enclosures or electrical devices, switchgear enclosures, transformer
frames, and other equipment shall be completely grounded in an approved manner
prescribed by the NEC Code. All necessary conduit, conductors, clamps, connectors, etc.,
for the grounding system shall be furnished, installed, and connected by the Electrical
Contractor.
Bonding shall be provided in accordance with Article 250, Section G of the latest revision of
the National Electric Code, and all service equipment shall be bonded up through and
including the first overcurrent device. Where PVC raceway is utilized, a properly sized
copper bonding conductor shall be provided.
All separately derived systems shall be grounded and bonded locally as described above
and per the National Electrical Code.
Building service equipment supplied from another building shall be grounded and bonded at
point of entrance above and per National Electrical Code.
Boxes installed in exposed masonry walls shall be a concealed job. Intermediate oversize
type plates shall be used where standard plate will not cover the opening. All adjacent plates
will be avoided wherever possible. Extra deep boxes are to be used on all brick areas.
All outlets shall be equipped with a stainless steel plate, type 302, Hubbell series 93000,
Bryant Series 93000, P & S Series 93000 or equal. All exterior mounted boxes shall have
approved weatherproof plates and/or covers. All surfaces installed boxes shall have
stamped steel device plates.
3. STRUCTURAL STEEL
This contractor shall provide miscellaneous structural steel necessary to mount electrical
equipment to walls, beams and railings. All structural steel furnished shall be standard
shapes and sizes and shall be free from rust and/or scale/ All interior steel shall be firmly
and rigidly welded or bolted in place. All structural steel shall be structural quality
conforming with ASTM A-36. All exterior steel shall be properly painted by the Contractor.
4. TAP AND PULL BOXES

Boxes shall be of code gauge galvanize sheet steel but not less than 14 gauge metal. Holes
for raceways shall be drilled on the job. Where necessary for boxes to be supported away,
strap iron or threaded rod shall be used for supports.
Boxes shall have covers fastened on with screws. Sizes of boxes shall be determined by
NEC requirements.
950.9 ELECTRIC SERVICE
The electrical service shall be described on the drawings. This contractor shall pay all utility
company charges for service.
950.10 GROUNDING
All electrical systems and equipment connected under this contract shall be grounded in strict
accordance with requirements set forth in the edition of the National Electrical Code and local
regulations. Specific methods by which such return paths to earth are established may be
dictated by local area conditions, system characteristics, or size,
950.11 COMPENSATION
No separate measurement or payment will be made for this work. It will be considered a
subsidiary obligation of the Contract under other work to which it relates.