WQ0032843_Regional Office Historical File Pre 2018

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r
April 7, 2008
Mr. Don Simpson
3000 Bishop Ridge Ct.
Monroe, NC 28112
4,a)t_
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Permit No. WQ0032843
D & M Rental and Leasing, Inc.
Wastewater Collection System Permit
Union County, North Carolina
Dear Mr. Simpson,
In accordance with your application received on March 13, 2008, we are forwarding herewith
Permit No. WQ0032843, dated April 7, 2008, to Don Simpson 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until rescinded and shall be subject to the conditions and limitations as specified therein.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 Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquarity.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
One
NhCarohna
atmrr*

r. Simpson
Page 2
April 7, 2008
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 Don Simpson for the construction and operation of approximately 448 linear feet of 2-inch
force main, a 41 gallon per minute pump stations (with duplex pumps, on -site audible and visual high
water alarm, and a permanent on -site generator with automatic transfer switch), and the discharge of
285 gallons per day of collected domestic wastewater into the Union County existing sewerage system
in conformity with 15A NCAC 2T; the Division's 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 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 Union County's
Crooked Creek WWTP (NPDES No. NC0069841) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Union County Public Works. Union County Public Works must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits.
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 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
11.(-1 4 l —
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Clinton D. Lawrence, Lawrence Associates, PA
Surface Water Protection Central Files
PERCS

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 2T; 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 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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a.. The sewer system shall be effectively maintained and operated at ali times to prevent
discharge to land or 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 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 every day (i.e.
365 days per year). 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.
f. 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 §143-215.1C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
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, pump stations, and force mains 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. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the_ supporting documents are provided as
applicable.
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 2T; 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 NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], 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.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 7th clay of April, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
71 6
forCaleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032843
3

pp!
Track Engineering Certification
Permit No. WQ0032843
April 7, 2008
Owner/WQCS WWTP/WQCS
Mr. Don Simpson Christie Putnam
3000 Bishop Ridge Ct. Union County Public Works
Monroe, NC 28112 500 N. Main Street, Suite 500
Monroe, NC 28112
PE
Clinton Lawrence
Lawrence Associates, PA
PO Box 1014
Monroe, NC 28111
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and a]I
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
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 D&M Rental and Leasing, Inc., a
Union County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water 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:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.

z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
OwnerlPermittee:
a. Don Simpson
Full Legal Name (company, municipality, HOA, utility, et
b. Don Simpson
Signing Official Name and Title (Please review 15A NCAC 2T ,0106 (b) for authorize
c. The legal entiwho will own this system is:
Individual Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation Li Other (specify):
Application Number:
(to be completed by DWQ)
3000 Bishp Ridge Ct.
Mailing Address
NC
tate
-291-8954
Telephone Facsimile
2, Project (Facility) Information:
2a, O&M rental and Leasing, Inc.
Brief Project Name (permit will refer to this na
Contact Person:
Don Simpson
Name and Affiliation of Someone Who Can Answer Questions About this Application
fib. 704-291-8954
'le, Monroe
City
1g, 28112
Zip Code
E-mail
2b. Union
County Where Project is Located
Phone Number
E-mail
Project is New 0 Mod' cation (of an existing permit) If Modification, Permit No,.
2„ Owner is ❑ Public (skip to Item B(3))
,2aif private, applicant will be:
Retaining Ownership (i.e, store, church, single office, etc.)
Leasing units (lots, townhomes, etc, - skip to Item S(3))
❑ Selling units (lots, townhomes, etc, - go to Item B(2b))
Union County Public Works
Owner of Wastewater Treatment Faci
Private (go to item 2(a))
2b. If sold, facilities owned by a (must choose one
❑ Public Utility (Instruction C)
❑ Homeowner Assoc /Developer (instruction D)
F) Treating
a. Crooked Creek
Name of WWTF
a. Union Court' 5b. 4"
Owner of Downstream Sewer WReceiving Sewer Size
The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
0 Office
astewater From This Project
Gravity
Force Main
4b. NC 0069841
WWTF Permit No..
5c..
Permit •
0 Retail (Stores, shopping centers)
0 Institution
❑ Hospital
0 Church
❑ Nursing Home
© Other (specify) :
f Downstream Sewe
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
Other (specify).
Volume of wastewater to be allocated or permitted for this particular project; 285 gallons per day
'Do not include future flows or previously permitted allocations
if the permitted flow is zero, indicate why:
0 Pump Station,„ Outfall or interceptor Line where flow will be permitted in subsequent permits that connect to this fine
❑ Flow has already been allocated in Permit No,
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
F'IA 12✓07

9.
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Single Family (4 bedrooms)= 285 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
2
448
FM
❑
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
LU
M
Pump Station Location ID New Lift Station (self chosen - as shown on plans/map
Z
Z
O
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
0
V
285 GPD
40.5@35
2"
448'
Z
0
H
Pump Station Location ID
(self chosen -
as shown on planslmap
for reference)
RMIT INFORMA
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Ids
W
Os
Oi
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w1MTS
Force Main Size
Force Main Length
12.
■
Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes ►1 No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13.
Does the
Mains (latest
applicable?
►i Yes
sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
■ No if No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes No ❑ N/A
Sedimentation and Erosion Control Plan? ❑ Yes No ❑ N/A
Stormwater? ❑ Yes No 0 N/A
Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, _ Don Simpson , attest that this application for 225 Lakewood ©rive 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 documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215, 6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
any pp shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties ap tclr$25,00© per violation,
certification�r
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
;APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY'
`TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC, REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Clinton D. Lawrence attest that this application for 225 Lakewood Drive
has been reviewed by me and is accurate, complete and consistent with the information in the engineen'ng plans,
calculations, and all other supporting documentation to the best of my knowledge. 1 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 and the watershed classification in accordance with
Division guidance. Although other professionals may have developed certain portions of this submittal package, 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 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.
2a. Clinton D. Lawrence
Professional Engineer Name
2b, Lawrence Associates, PA
Engineering Firm
2c. P.O. Ba'x 1©14
ailing Address
City
.............
g 7.04-289-1 a 13
Telephone
2h. 704-283-9035
Facsimile
NC
State Zip
cunt lawrencesurveying.com
E-ma
2f. 281
NC PE Seal, Signature
FFA 12/07

„ AIL 1,1
Ater
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —I 0/07)
Project Applicant Name:
Project Narne for which flow is being requested: -/) e 17
More than one F7SE-10/07 may be required for a single project Dhe owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
Facility Name: C
Facility Permit
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary
e. WWI? facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Ct
f, 3 6 /05 n
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Appmx. Capacity, MGD
(Fimi/Design) Daily Flow, MGD
Approx. Current Avg.
ITI. Certification Statement:
I, C/V .5-7/ ./4i. certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not antici ted to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
estabIshed policies and procedures using the best available data, This certification applies to those items
Iisted ve in Sections I and I am the responsible party. Signature of this form indicates
ac f this was
ing Official Si
e
Date

Pump Station
Prepared by:
Lawrence Associates, PA
106 W. Jefferson St.
Monroe, NC 28112

PUMP STATION AND FORCE MAIN REPORT
Prepared By:
Lawrence Associates, PA
106 W. Jefferson. St.
Monroe, NC 28112
Clint Lawrence, PE
PE Nn, 29985

PROTECT DESCRIPTION:
The proposed pump station is planned to serve 1 residential unit located close to Pleasant
Plains Road. The Extension will consist of approximately 448 if of 2-inch piping to connect
wastewater from the subject residence to an existing 4-inch grey wastewater system.
The wastewater flows for the new line will generate approximately 0.2 gpm (average daily flow),
using a peak factor of 2.5, the peak flow will generate 0.5 gpm, therefore the pump flow of 40.5
GPM will be utilized at the given conditions rate required to meet a velocity of 4 fps above the
minimum 2 fps. A 2-inch force -main outside of the lift station was used for this design to convey
the projected wastewater flow.

PRO.TF,CTET3 T,OA1MNG:
The Average Daily Flow (ADF)
ONSTTP.
(1) Lot 4 max bedroom = 285 gallons per day
An Average Daily Flow (ADF) for the proposed resident will equal approximately 285
gallons per day.
PUMP STATION DF,SIGN,
Design Finw
This pump station will serve 1 SingIe Family Residential Unit with 4 bedrooms
maximum.
1 Single Family Unit 4 bedroom— 285 GPD
Pump Statinn Design
Average Flo a ,)
4 bedrooms = 285 gpd
24 hrs / day * 60 min / hr = 1440 min
285 gpd / 1440 min / day = 0.2 gpm
Peak Fto_w (Qr)
QP - FP * (Qavg)
Qp=2.5* (0.2 gpm) 05.gpm
Fnrre Main
A 2" Diameter Forcemain Pipe was chosen for analysis:
Therefore, a pump was selected to provide a minimum flow of 0.5 but an actual
overdesigned flow of 40.5 gpm. This in turn ensures a minimum velocity of 2 fps and
allows a low flow high head pump to achieve the governing total dynamic head (TDH).
40.5 gpm * (0.1337 cf/lgal) * (1 min160 sec) = 0.090 cfs

using A(sf)=(Pi*d*d)14 = 0.0218 sf for 2" Dia Forcemain
V—Q/A= 0.090 cfs/0.0218 sf 4.14 fps...OK
,$i7e, of Wetwell
S = QAVG = flow into the wetwell in gpm = 0.2 gpm
Formula: T +
Q-S S
T = Cycle Time for each pump 10 minutes (min.)
V = Required Volume in Gallons (gal.)
Solving for V, using 2.5 S = Q & T = 10
10= V +y
2.5 S —S S
V=5.89S
V = 5.89 x 0.2 = 1.18 gallons in a 3' diameter wet well, use 2 for design.
Depth of Retained Sewag
Use 3 ft. diameter wetwell at 52.88 gal./ft. of depth
55.5 ga1J52.88 gal/ft. = 1.05 ft. ...close enough
Pump Station Data
Ground Elevation
Sewer Influent Elevation
High Water Alarm Elevation
Pump on Elevation
Pumps off Elevation
Bottom of Wet Well
Discharge Friction t.ns5
(a.) Force Main Components
1-1/4" PVC pipe 10' in wet well
448 if of 2 inch PVC Force Main
752.00 ft.± msl.
749.00 ft.
748.50 ft.
747.50 ft.
747.00 ft.
745.50 ft

Static Head Toss
Force Main Highest Elevation
Bottom of Pump Elevation
754.77 ft. msl.
745.50 ft. msl.
Static Head 9.0 ft.
Head to overcome existing pressure of 45= 0
Total Static head 9 ft. msl.
Friction head Ioss
TDH=
See detail calc.
26.0 ft. msl.
35.0 FT
40.5 GPM used for 2-inch pipe size to meet minimum velocity requirements
See pump curve.
Pump selection shall be a Goulds RGS2012 at 40.5 gpm at 35.0 TDH. The pump will have a I-
1/4 inch diameter discharge. The initial force main will be 2 inch in diameter. The motor shall
be 2 Hp with a 1 phase, 208/230 volts service unless noted otherwise. Additional features are
shown on the drawings and manufacturers specifications for installation.
Riser diagrams and electrical design shop drawings will be provided by the
manufacturer/contractor for engineer and regulatory review prior to installation.

INPUT DATA

4
ITT
METERS FEET
110
30
25
20
0
6
O 15
1—
10
5
0
DIMENSIONS
10
9
8
7
6
— 5
4
3
2
1
GOULDS PUMPS
Wastewater
MODEL:RG52012
I
DISCH: 1 7. NPT
so
'
SPEED: 3450 RPM
i
MO
H•_4•
1!L
-i+
■
=
WA
miniEmmat
maw
Num
- - -
-1-,
i
-
r1sNN=
■
=ILIU
.
MI
■M
pm
'
l
1'
;
IHthrFf
■Iwlfw�
�l�1
DI
Ali
I
INN
In S 10 15 20 25 30 35 40 45 t1 S. C
0 2.5 5.0
CAPACITY
7 = A 17e minimum discharge pipe requires a minimum flow of 10 gpm to maintain a 2 It./sec. scouring
velodty. Flom less than 10 gpm will allow solids to settle in the pipe.
7.5
10.0
4.0. fie 3-TON
PM
m'/hr
(Ali dimensions are In inches. Do not use for construction purposes.)
181i
1 V4 NPT DISCHARGE
61z
STANDARD 312
FEET
" Optional pump legs are recommended for poly or fiberglass basin installations where the pumps contact the basin floor,
The order number for a package of (3) three optional pump legs is 4K639.
3

•
Sanitary Sewer Pump Station 1
Project Information:
I Contributory Flow:
No. BEDROOM 4
Average Daily Flow (GPD) 285
Average Daily Flaw (GPM) 0.2
peaking Factor 2.5
Peak Flow (GPM) 0,5
Pomp Day Point(GPS0 40.9
10 Wetwell Volume
Design Pump Cycle Time(min)(10 max) 10 PeamP Rene times: 1.76 sec
Required Volume (Gal) 1.19
Wetwell Diameter, Inside (B) 3
• Worldng Depth (ft) 0.0335
24 hour storage provided in septic system
IB Wetwell Elevation Settings
Pump Station Gsohmd Elevation (msl) 752 WETWELLDEPTH
Assumed Influent Sewer I.E. (msl) 749.00 6.so FT
3' deep Alarm Setting Below Influent Pipe (ft) 0.50
Lead-Alarrn Differential (ft) 1.00
Lead -Lag Differential (ft) 0.00
Off-Iaw Level Alarm Differential (ft) 0.50
High Level Almrn (ms1) 748.50
Simplex Pump On (ms1) 747.50
1ead'log Pump On (msl) 747.50
• Pumps Off(ms1) 747.00 um6'mha able to aetdue to sawn wading w0um of 40.1
Low Level Alarm (=I) 746.50
Pump Suction Line LE. (esel) 745.79
Wetwell I.E. (msl) 745,50
IV Total Dynamic Head
Forcemain High Point (mil)
N/A Presswe of e1l FM (msl)
Static Head (ft)
Forcemain Diameter (in)
Haan•Williams coefficient of roughness
Velocity (ft!s)
Forcemain Length (11)
Frictional Head Loss (ft)
Minor Head Losses
Gate Valves (K=0.2)
Cheek Valves (Kd2.5)
90 Elbow (K-0.7)
Tees (K=1.0)
Discharge (K=l.0)
Total K
(TDH) Total Dynamic Head (a)
754.8
0.0 PSI
9.0
2
1.15
140
110
4.14
10.59
448.00
10.00
16.038
0,0010
1.090
8,887
1
1
2
2
0
0
4. II
5.1
35.0
8.9
V Bouyamcy Calculations.
Banyan' Force (lbs)
Wenvell Well Weight (Ibs)
Required Base Thickness (ft) u3a
• Assumes 7' wawa wall Ite4neea w/ 15'09 F.
Data eausides weight dsal column.purl. & equipermt or films)
VI Pump Selection Goulds Pumps
Make & Model No. RG52012
Impeller(in) 5.69 1.1/P diaclwge
Motor (HP) 2 208r030 wills
Discharge (GPM) 40,5
Velocity (ft/s) 4.1
Pump Cycle Time (mire) 6.0
Speed (rpm) 3450
Single Phase Power. If 3 phase consult manufacturer or provide VFD For conversion
0.0 11
Rapp Station piping
tram pump
6,418 Alienate booyaneyealcs Overburden
7,072 Lip on bon o n 1' nvida
Weight toil + Weight of Base. 11,757 lbs
SF• 29 OK use base thickness of 6"
Qua on consider oagtn d pwupa A egspart or riles)
Utilizes so] column and base wt

Lawrence Associates, PA
108 W. Jefferson St.
Monroe, NC 28112
Phone [phone]
Project Information:
VI Generate System Head Curve
Hs
STATIC Hf
FLOW HEAD FRICTION
(gpm) (feet) LOSS (ft)
Forcemain Diameter (in) 2
Hazen -Williams coefficien 140
Forcemain Length (1f) 448
Total K 4.1
Hm From Pump curve
MINOR TOTAL PUMP
LOSSES HEAD HEAD
(feet) LOSS (ft) LOSS (ft)
0 9.0 0.0 0.0 9.0 102
5 9.0 0.3 0.1 9.4 98
10 9.0 1.2 0.1 10.3 94
15 9.0 2.6 0.2 11.7 90
20 9.0 4.4 0.2 13.6 85
25 9.0 6.6 0.3 15.9 78
30 9.0 9.3 0.3 18.6 70
35 9.0 12.4 0.4 21.7 60
40 9.0 15.8 0.4 25.2 38
44 9.0 18.9 0.5 28.3 0
VII Determine WIT
Peak Flow (GPM) 40.5
TDH= 35.0
WHP= 0.4 HP
Pump efficiency 74%
Brake Eft'= 0.5
Use 10 HP Min.
whp (q)*TDH/(3960)
bhp= whp/eff
Shaft Power Requirements: 0.5 HP Ps=QHt/(3960Ep)
Hf=(I0.448 * L * Q^1.85)1
(13^4.8655 * CA1.85)
Hm=K*V^2/2g

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention:
TRANSMITTAL
Regarding: Sanitary Sewer to serve D & M Rental and Leasing, Inc. (Private
We are sending you:
Copies i Date
2/20/08
2/20/08
1/23/08
3/11/08
3/10/08
No.
Date: 3/11/08
Copy of letter L Plans Prints LI Shop Drawings
Other
Description
Original Non -Discharge Permit Application
Copy of Non -Discharge Permit Application
9548 ; Check for $480.00 (Application Fee)
Flow Tracking Form
Pump Station Calculations
DWQ-Sur
These are transmitted as checked below:
c of tic
Z For approval El For your use LI As requested For review and comments
Remarks:
Signed:
Received by: ___ Date:

Central Files: APS SWP
04/07/08
Permit Number WQ0032843 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
285
Facility
.,.Facility Name
D & M rental and leasing, Inc.
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Owner Type
Individual
—Don Simpson Owner Affiliation
Don Simpson
3000 Bishop Rdg Ct
Monroe
Dates/Events
NC 28112
Orig Issue App Received Draft Initiated
04/07/08 03/13/08
Scheduled
Issuance
Public Notice Issue
Effective Expiration
04/07/08 04/07/08
Regulated Activities Re . uestedtReceived Events
Subdivision Additional information requested
Wastewater collection
Outfall NULL
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin