WQCSD0318_Regional Office Physical File Scan Up To 10/19/2020

Facility information
Collection System:
Facility name:
WQCSD0318 (deemed)
Buncombe County
Wedgefield Acres Mobile Home Park
Development: Residential mobile home park consisting of 58 lots,
serving — 156 residents. -
Phases I, II and III were built in 1986, 1988 and 1999.
There is a total of:
2050 linear feet of 6-inch PVC gravity sewer;
100 feet of 2-inch force main; and
one duplex pump station with 2 HP pumps.
Collection System: WQ0016608 (permitted: 8-11-1999)
Gravity Sewer Extension, Pump Station & Pressure
Sewer Extension
Consisting of: 1047 linear feet of 6-inch PVC gravity
sewer; 253 linear feet of 2-inch (schedule 40) PVC
force main; pump station (#1) with duplex 2 HP
(25.5 gpm) pumps; and portable generator.
Notes: 1 pump was replaced January 2011. Every lot
has a clean -out.
Flow:
4320 gpd (240 gpd / mobile home x 18 mobile homes)
Tributary to:
NCO062634 Wedgefield Acres MHP WWTP
Engineer:
David D. Smith, P.E.
46 Haywood Street; Suite 201; Asheville, NC 28801
828-254-4448
Activities:
Trailer park - Wastewater collection
Owner Name:
Aaron Hamlin
588 Pond Rd; Asheville NC 28806
App Received:
3-19-99
DWQ Reviewer: Kim Colson
RO staff report: 4-14-99
Issued:
8-11-99
WWTP location: Terrain Lane, Asheville
Responsible official: Aaron Hamlin
Responsible "'s title: owner
Mailing address: 558 Pond Road; Asheville, NC 28806
CT e_ V'1'5 ed91_�
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Phone numbers
828-667-4560
828-275-1750 cell
828-697-0063
828-697-0065
828-674-8169
828-674-8171
Operator information
Contract ORC :
Physical address:
Mailing address:
Aaron Hamlin
Kevin Hamlin (Aaron's son)
James & James Env. Mgmt.-ORC contractor & lab
" -fax
Harry — cell
Juanita - cell
James & James Env. Mgmt.-ORC contractor & lab
3801 Asheville Hwy.; Hendersonville, NC 28791
PO Box 1354; Mountain Home, NC 28758
Other information
Directions: The WWTP is located off of Terrain Lane near the
intersection of NCSRs 3549 & 3429 at the
Wedgefield Acres MHP, southwest of Asheville.

Map Output
Page 1 of 2
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
t ' N h Carolina Dep„'artment of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION
September 5, 2007
Mr. Hamlin
Wedgefield Acres Mobile Home Park
558 Pond Rd
Asheville, NC 28806
SUBJECT: Wastewater Collection System
Owner & Operator Requirements
Wedgefield Acres MHP WWTP
NCO062634
Buncombe County
Dear Mr. Hamlin:
I would like to take this opportunity to discuss the requirements for sewerage collection
systems that were first established in 15 NCAC .02H .0200 in March 2000 and are now found in
15 NCAC 2T .0403, Waste Not Discharged to Surface Waters, which became effective
September 1, 2006. These Regulations place significant operation, maintenance and reporting
requirements on those entities that own or operate a wastewater collection system with average
daily flows of less than 200,000 gallons per day.
These regulations are applicable to your facility. This letter is provided as guidance
to assist you in complying with the new reporting and operations and maintenance (O&M)
requirements and to advise you that you are subject to system review, inspections and possible
enforcement, if the system is not in compliance with the regulation.
For your convenience and easy reference, a highlight of these requirements and the
following guidance are offered (see enclosed). You may find the regulations using the following
web site: http://h2o.enr.state.nc.us/peres/Collection%2OSystems/CollectionSystemsHome.htmi
The Asheville Regional Office will be increasing the level of oversight, compliance
activities and enforcement relating to collections systems, therefore, we wanted to be sure you
are aware of the requirements for these systems. We will be performing NPDES Wastewater
Collection System inspections sometime in the near future.
One
NonhCarolina
VVaturally
North Carolina Division of Water Quality 2090 US Hwy 70; Swannanoa, NC 28778 Phone [phone]
Internet: www..ncwaterquality.org Customer Service 1-877-623-6748 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

September 5, 2007
Page 2 of 2
If this Office has not previously inspected your wastewater collection system and records
of same, you should be prepared to demonstrate compliance with all criteria listed above.
Enclosed is an inspection form that you can use to assemble your records prior to an inspection
by the staff of this Office.
This Office has a Wastewater Treatment Plant Consultant on staff to offer assistance to
you in complying with the requirements of these regulations. Should you have questions or
need additional information regarding this issue, please contact Don Price at [phone].
Should you have any other questions concerning this correspondence or the
requirements relating to collection systems, please contact Roy Davis or Keith Haynes at 828-
296-4500.
Sincerely,
Roger C. Edwards, Supervisor
Surface Water Protection Section
cc: Deborah Gore - PE_ RCS Unit - w/out enclosures
Asheville Regional Office -facility -file w/out enclosures
DWQ - SWPS - Central Office Files - w/out enclosures

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
SURFACE WATER PROTECTION SECTION
June 16, 2011
Mr. Aaron Hamlin
Wedgefield Acres Mobile Home Park
558 Pond Road
Asheville, NC 28806
Dee Freeman
Secretary
SUBJECT: Collection System
Non Sampling Inspection
Wedgefield Acres MHP WWTP
Permit No: WQCSD0318
Buncombe County
Dear Mr. Hamlin:
Enclosed please find a copy of the Collection System Inspect Non Sampling Inspection form
from the inspection conducted on May 10, 2011. The facility was found to be in compliance with
permit WQCSD0318.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff should have any questions, please call me at 828-296-4662.
Sincerely,
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: James & James Env. Mgmt. - ORC contractor
Central Files
S:\SWP\Buncombe\Wastewater\Minors\Wedgefield Acres MHP 62634\WQCSD0318 CEI 5-10-11.doc
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 NoWiCarolina
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748 Agwrallb,
Internet: www.ncwaterguality.or9

Compliance Inspection Report
Permit: WQCSD0318 Effective: Expiration: Owner: Wedgefield Acres Mobile Home Park
SOC: Effective: Expiration: Facility: Wedgefield Acres MHP WWTP
County: Buncombe 45 Wedgefield PI
Region: Asheville
Asheville NC 28806
Contact Person: Aaron Hamlin Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 05/10/2011 Entry Time: 11:00 AM Exit Time: 11:30 AM
Primary Inspector: Wanda P Frazier Phone: [phone]
Secondary Inspector(s): Ext.4662
Reason for Inspection: Routine Inspection Type: Collection System Inspect Non Sampling
Permit Inspection Type: Deemed permitted collection system management and
operation
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions Performance Standards Operation & Maint Reqmts Records
■ Monitoring & Rpting ■ Inspections Pump Station ■ Lines
Reqmts
(See attachment summary)
Page: 1

Permit: WQCSD0318 Owner - Facility: Wedgefield Acres Mobile Home Park
Inspection Date: 05/10/2011 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Inspection Summary:
DEVELOPMENT:
Residential mobile home park consisting of 58 lots, serving — 156 residents.
Phases I, II and III were built in 1986, 1988 and 1999.
There is a total of: — 2050 linear feet of 6-inch PVC gravity sewer; — 100 feet of 2-inch force
main; and one duplex pump station with 2 HP pumps.
Notes: One (E1) pump was replaced in January 2011.
Every lot has a clean -out.
COLLECTION SYSTEM:
WQ0016608 Phase III was permitted: 8-11-1999
Gravity Sewer Extension, Pump Station & Pressure Sewer Extension
Consisting of: 1047 linear feet of 6-inch PVC gravity sewer; 253 linear feet of 2-inch
(schedule 40) PVC force main; pump station (#1) with duplex 2 HP (25.5 gpm) pumps; and portable
generator.
Flow: 4320 gpd (240 gpd / mobile home x 18 mobile homes)
Tributary to: NCO062634 Wedgefield Acres MHP WWTP
Engineer: David D. Smith, P.E. @ 46 Haywood Street; Suite 201; Asheville, NC 28801
Phone: [phone]
Owner: Aaron Hamlin @ 588 Pond Rd; Asheville NC 28806
WASTEWATER TREATMENT PLANT:
Location: Terrain Lane, Asheville
Directions: The WWTP is located off of Terrain Lane near the intersection of NCSRs 3549 & 3429
at the Wedgefield Acres MHP, southwest of Asheville.
SYSTEM PERFORMANCE ANNUAL REPORT (SPAR):
The 2010 System Performance Annual Report was received by the Division on 3-1-2011.
Page: 2

Permit: WQCSD0318 Owner - Facility: Wedgefield Acres Mobile Home Park
Inspection Date: 05/10/2011 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Performance Standards Yes No NA NE
Is Public Education Program for grease established and documented? ■ n n n
What educational tools are used?
The lease strickly prohibits the disposal of FOGs in the collection system. Although there have been no
FOG issues, door hangers or other means, should be used twice a year to remind the residents about the
proper disposal of FOGs and satisfy the requirements of the deemed permitted regulations.
Is Sewer Use Ordinance/Legal Authority available? n n 0 n
Does it appear that the Sewer Use Ordinance is enforced? n n N n
Is Grease Trap Ordinance available? n n N n
Is Septic Tank Ordinance available (as applicable, i.e. annexation) n n ■ n
List enforcement actions by permittee, if any, in the last 12 months
Has an acceptable Capital Improvement Plan (CIP) been implemented?
❑
n
■
n
Does CIP address short term needs and long term Tmaster plan\" concepts?
Cl
❑
■
❑
Does CIP cover three to five year period?
n
n
■
Does CIP include Goal Statement?
n
n
0
n
Does CIP include description of project area?
n
n
■
n
Does CIP include description of existing facilities?
❑
❑
■
Does CIP include known deficiencies?
n
❑
■
n
Does CIP include forecasted future needs?
❑
❑
■
❑
Is CIP designated only for wastewater collection and treatment?
❑
❑
■
n
Approximate capital improvement budget for collection system?
Total annual revenue for wastewater collection and treatment?
CIP Comments
Is system free of known points of bypass? ■ n n n
If no, describe type of bypass and location
Is a 24-hour notification sign posted at ALL pump stations? ■ Cl n n
# Does the sign include:
Instructions for notification? ■ n n n
Pump station identifier? ■ n ❑ n
24-hour contact numbers ■ n o n
Page: 3

Permit: WQCSD0318 Owner - Facility: Wedgefield Acres Mobile Home Park
Inspection Date: 05/10/2011 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
If no, list deficient pump stations
# Do ALL pump stations have an "auto polling" feature/SCADA? ❑ ■ n n
Number of pump stations 1
Number of pump stations that have SCADA 0
Number of pump stations that have simple telemetry 0
Number of pump stations that have only audible and visual alarms 1
Number of pump stations that do not meet permit requirements 0
# Does the permittee have a root control program? n n ■ n
# If yes, date implemented?
Describe:
Comment:
Inspections Yes No NA NE
Are maintenance records for sewer lines available? ■ Cl n n
Are records available that document pump station inspections? ■ n n n
Are SCADA or telemetry equipped pump stations inspected at least once a week?
n n ■ Cl
Are non-SCADA/telemetry equipped pump stations inspected every day?
■ n n n
Are records available that document citizen complaints?
■ ❑ n n
# Do you have a system to conduct an annual observation of entire system?
■ n n n
# Has there been an observation of remote areas in the last year?
n Cl ■ Cl
Are records available that document inspections of high -priority lines?
Cl n ■ n
Has there been visual inspections of high -priority lines in last six months?
Cl ❑ ■ n
Comment: Records to document daily inspections are kept in the WWTP log book. In
addition, other records, work orders and receipts are on file at Hamlin Construction
Company (by owner of MHP).
Operation & Maintenance Requirements
Yes
No
NA
NE
Are all log books available?
■
n
n
n
Does supervisor review all log books on a regular basis?
■
❑
n
❑
Does the supervisor have plans to address documented short-term problem areas?
n
❑
■
n
What is the schedule for reviewing inspection, maintenance, & operations logs and problem areas?
April & November
Are maintenance records for equipment available?
n
n
■
n
Page: 4

Permit: WQCSD0318 Owner - Facility: Wedgefield Acres Mobile Home Park
Inspection Date: 05/10/2011 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Is a schedule maintained for testing emergency/standby equipment? ❑ Q ■ ❑
What is the schedule for testing emergency/standby equipment?
Do pump station logs include:
Inside and outside cleaning and debris removal?
■
n n
n
Inspecting and exercising all valves?
❑
❑ ■
n
Inspecting and lubricating pumps and other equipment?
❑
❑ ■
❑
Inspecting alarms, telemetry and auxiliary equipment?
■
n n
❑
Is there at least one spare pump for each pump station w/o pump reliability?
n
❑ ■
❑
Are maintenance records for right-of-ways available?
❑
n ■
❑
Are right-of-ways currently accessible in the event of an emergency?
o
o ■
n
Are system cleaning records available?
❑
❑ ■
❑
Has at least 10% of system been cleaned annually?
❑
❑ ■
n
What areas are scheduled for cleaning in the next 12 months?
Lines are cleaned as needed. The goal for cleaning in 2011 is 215 feet. The pumps are E1 pumps (with no
seals) that require no maintenance. -The E1 pumps have 3 working parts. There are no spare parts required.
Is a Spill Response Action Plan available?
■
❑ n
n
Does the plan include:
24-hour contact numbers
■
n ❑
❑
Response time
■
❑ n
❑
Equipment list and spare parts inventory
■
n ❑
❑
Access to cleaning equipment
■
❑ ❑
❑
Access to construction crews, contractors, and/or engineers
■
❑ ❑
❑
Source of emergency funds
■
❑ ❑
❑
Site sanitation and cleanup materials
■
❑ n
n
Post-overflow/spill assessment
■
n ❑
❑
Is a Spill Response Action Plan available for all personnel?
■
❑ n
n
Is the spare parts inventory adequate?
■
❑ ❑
❑
Comment:
Records Yes No NA NE
Are adequate records of all SSOs, spills and complaints available? ❑ n ■ ❑
Are records of SSOs that are under the reportable threshold available? ❑ ❑ ■ ❑
Page: 5

Permit: WQCSD0318 Owner - Facility: Wedgefield Acres Mobile Home Park
Inspection Date: 05/10/2011 Inspection Type: Collection System Inspect Non Sampling Reason for Visit: Routine
Do spill records indicate repeated overflows (2 or more in 12 months) at same location? n ❑ ■ n
If yes, is there a corrective action plan? n n ■ n
Is a map of the system available? ■ n n n
Does the map include:
Pipe sizes
®n
n
n
Pipe materials
■
n
n
Cl
Pipe location
■
n
n
n
Flow direction
■
n
n
n
Approximate pipe age
■
n
❑
n
Number of service taps
■
❑
❑
n
Pump stations and capacity
■
n
n
n
If no, what percent is complete?
List any modifications and extensions that need to be added to the map
# Does the permittee have a copy of their permit?
■
n
n
n
Comment: This system is considered deemd permitted. A copy of the 2T rules is in
the Spill Response Action Plan.
Monitoring and Reporting Requirements
Yes
No
NA
NE
Are copies of required press releases and distribution lists available?
n
n
■
n
Are public notices and proof of publication available?
n
n
■
n
# Is an annual report being prepared in accordance with G.S. 143-215.1C?
■
Cl
n
# Is permittee compliant with all compliance schedules in the permits?
❑
n
■
n
If no, which one(s)?
Comment:
Page: 6

DAVID D. SMITH and CaI111PANY !�Raywood
St., Suite 201 A
Civil Engineering Consultants Asheville, NC 28801
LETTER OF TRANSMITTAL
Date: Wednesday, July 14, 1999 Project: Wedgefield Place Mobile Home Park
Project No: 91098
NCDENR-Division of Water Quality
Post Office Box 29535
Raleigh, NC 27626-0535
Attn: Ms. Shannon Thornburg
We transmit:
( x) herewith ( ) under separate cover
( ) in accordance with your request
For your:
( x ) approval
( ) information
( ) record
The following:
( x) Drawings
( ) Samples
( ) Change Order
(x )
distribution to parties
review & comment
use _
( ) Shop Drawings Prints
( x) Specifications
( ) Literature
Copies:
Date:
Description:
3
7-14-99
Revised Project Manual
1
714-99
Letter to Ms. Thornburg
3
7-14-99
Revised Drawings
1
3-15-9
Copy of package sent to Mr. Kim Colson, PE
Remarks: Please call if you have any questions.
By: David D. Smith, PE
Phone: [phone] Fax: [phone]

DAVID D. SMITH and COMP AN
Civil Engineering Consultants
46 Haywood Street, Suite 201-A
Asheville, NC 28801
July 12, 1999
Ms. Shannon Thornburg
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
Post Office Box 29535
Raleigh, North Carolina
re: Wedgefield Place Mobile Home Park
Application No. WQ0016608
DDS & Co. Project no: 91098
Dear Ms. Thornburg:
This letter is in response to your comments for Mr. Aaron Hamlin's non -discharge permit application dated June 17,
1999. All comments have been addressed in the plans, specifications, details, and/or this letter.
General:
1. Enclosed is one (1) complete set of the revised engineering drawings and technical specifications as you
requested
2. The subject permit is to be issued to Aaron Hamlin The subject lots will remain in Mr. Hamlin's possession
and will be rented or leased to third parties. Therefore, an operational agreement will not be included as part of
this application package.
3. Revised pump station calculations are enclosed and have been signed and sealed by the North Carolina licensed
design engineer, David D. Smith, P.E.
Wastewater Flows:
1. Aaron Hamlin is the owner of the Wedgefield Acres Mobile Home Park Wastewater Treatment Plant (NPDES
Permit No. NC0062634).
Pumping Station Design:
1. A portable engine driven generator will be provided as an alternative power source.
2. The pump specification details provided on Sheet C2 have been amended to provide an audible. high-water
alarm in addition to the alarm light specified
3. In this specific pump station design we concur with the Division's suggestion concerning the provision that a
high water alarm float be placed at the same elevation level as the lag pump on float As such, the drawings
have been revised to reflect this amendment.
4. The proposed pump station will be located outside the 100-year flood limit. As you requested, floatation
calculations for the proposed pump station are included in the attached information.
5. As shown in the revised pump station calculations, the system-head/pump curve indicates that each pump
operating condition is 25.5 gpm at 16 ft. TDH. The drawings and technical specifications are consistent with
the calculations.
Telephone: [phone] Fax: [phone]

6. The proposed um stationsi has been amended to allow for two 2 c c es r hour.
Pr Po pump gn () Y per
7. Stainless steel hardware will not be required within the pumping station wet -well and the pump specification
details on Sheet C2 have not been revised
8. A gravel road will be provided as access to the proposed pump station as shown on Sheet Cl.
Force Main Design:
1. The force main pipe material required will be Schedule 40 PVC. The technical specification has been included.
2. In accordance with our specifications and design drawings, a minimum of three feet of cover will be maintained
along the entire length of proposed gravity sewer and forcemain.
3. The drawings have been revised to reflect the change in slope and pipe length you have requested
4. Standard engineering practice dictates that gravity sewers be designed for a maximum of one-half full flow.
However, as you requested, the segment of proposed pipe with the maximum slope (Sta. 15+11 to 15+21, slope
49.00) at the peak flow ever (0.0167 cfs), the pipe will flow at a depth of 0.2730 inch and a velocity of 5.235
fps. Therefore, additional measures for protection of the pipe from high velocities arel not be required
5. The total gravity sewer length is 1,047 LF. A corrected Page 2 of 8 is included
6. No water supply wells are located within minimum separation requirements detailed in Regulation 15A NCAC
2H.0219 (I)(2)(G). However, a note has been added to Sheet Cl regarding these minimum separation
requirements.
I trust the enclosed information is sufficient for completion of your review. However, if you have any questions,
please call.
Enclosure
/wedgefield/ST Wuly99.doc
Telephone: [phone] Fax: [phone]

t
I % %
Wedgefield Place
Mobile Home Park
for
Aaron Hamlin
ki-is
CAROJ
S1na,
Confents
RECEIVED
JUI_
Revised Plans
Revised NC®EHNR Non -discharge permit application,
Sheets 12, and 4 of 8
Revised Pump Station Calculations
Revised Technical Specifications
Gravity Sewer Pipe Flow Information
David D. Smith and Company
Civil Engineering Consultants
46 Haywood Street, Suite 201
828-254-4448

State of North Carolina
} Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION,
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
SOC Project: Yes, No.
1. Applicant's name (please specify) the name of the municipality, corporation, individual, etc.):
/-tart>n
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
�rofl f"�2M1 in
3. Mailing address:
City: A5 i State: Zip: 0 i5a6
Telephone Number: ( 'E�2 e, ) 66 7 1-75k,
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans. spec/ifica6ons, letters of flow acceptance, Operational Agreements. etc.): /
5. Application Date: 3//s/99 R°ey, 6 - 31) -99 6. Fee Submitted: S �UO
6. County where project is located: BvfJc ��t
II. PERMIT 'INFORMATION:
1. Application No. (will be completed by DEM):
'2. Specify. whether project is: ✓ new; modification.
3. - If thigappli cation is being submitted as a result of a modification to an existing pe •'•d,
®o
existing permit number rq A and the issue date '
4. Specify whether the applicant is public or v1- private.
15707
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: i
DO % Domestic/Commercial ; 90 Indu s•.. CI (dF ••.• �� •�
..,..• S� �,`
% Other waste (specify): �. D11't
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc.:
3. Indicate any parameter(s) (and their concentration) that will be o eater than normal domestic levels: 1wr7e
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility? /V&
5. If a pretreatment permit is required, has one been issued? NA Yes No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued:
FORM: GSPSA 02/95 Page I of 8

e
•
6. Volume of wastewater generated by this project: �3z Uallons per day.
7. Explanation of how wastewater volume was determined: �240 as
IV. DESIGN INFORMATION:
1. Brief project description: /Sang�/k�enn wo-4
n
c4 c ,D��nT w� �j abi�. c1 721 aGn�'-P s<cl
�'loW vo /V/�t ,77�
2. Name of wastewater treatment facility receiving wastewater: Wec e4el-ZZt"/ 3 �"/°� 'f'te ra,�
a. Facility Permit Number: ILL o Q 6 2.b 31
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
Done
c. Permit Number for sewers immediately downstream:
a Pipe diameter of sewers immediately downstream:
3. Summary of GRAVITY SEWER to be permitted, by diameter, length and pipe material:
Diameter
Length
Pipe
Circle C or
Minimum
Maximum
Minimum
Maximum
Minimum
(in) '
(linear feet)
Material
N Factor &
Slope (cIc)
Slope (%)
Velocity
Velocity
Cover (in)
Specify
(fps)
(fps)
Value
1;
/04/7
VG
n = , o (!
� • 39
9`�, o
�, oo �
�f,. �� $
36
@ f� 019 eft
@ y„ ...:
NOTE: The minimum velocity must not be less than 2 fps.
:For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shallbe a maximum of: 36 foot
separation for slopes of 219c to 35%; 2 t separation for slopes of 36% to 50%; 16 foot separation for slopes greater
than 50%.
For elc._ Jt�41 it ' o ply recommended that measures be considered which will protect the sewers and
As fr t v eater than 20 fps, erosion control measures must be specified.
orgy exec i ((t ties that will occur in any sewer line seegment, what measures have been taken to protect
1, et„ o,�� hnlac•°1 ft,4i�,.-,r5 V1.�// bL DroVt(�P_d
2n F I .. �`o�� a®w L 1 14T7
'd9 Yl HA
5. Maximum legi�th}A��,gwWGetween manholes: (DD linear feet.
6. This sewer line segment occurs between manhele no. f m.R 14a and maahel no. �
7 s3
8 g
FORM: GSPSA 02/95 Page 2 of 8
14 /5

V . PUMP STATION INFORMATION
1, �.•. .�.i .l. t:•i ;\i..�:i� _ ._a.J.!_a�._
T
' .
�:. $?.i�a.•:it� =,'l �'' L: �i Jai i•: 1.-° �i�'�t:'_...�. 1J-ems... _'.�:� ,
2. Name of closest downslope surface waters:
Qnna-Ar
4r, by 4aa,r, 4D
812ti4
3
rr Classification of closest downslope surface waters: G If
Commission & specified on sheet 5 of 8 of this application).
(as established by the Environmental Management
4. In accordance with 15A NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. All ra--a ice... ce'S Nevnm- e- r
5"�npl i :s 4-,-bM wells Tk- vr� 11 1�vMas tivl// •�o� • o�r� k alvr:�tiow.r o„/I-ia� ��e�c,
fl0 Y'�ow en4eh 4e. e",,' c{ +%o- Tl�e_ ^"p 5b-4-ien {sag Jr`gnir ��nY Jfor�q�.
5. NVhat size pumps are provided: GPM; and how many?
6. What is the design total dynamic head?
(d
feet
7 How many pumping cycles will occur at average daily flow? 2.11 cycles per hour.
NOTE: 15A NCAC 211.0219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
0
The following items are typically required in the design for pump stations
these items have httn provided in the design plans and specifications:
Alternate Power Source
W W 11 V t d with Screen
Check the appropriate blank to signify that
et a en e t
Fillets in Wet Well
Check Valves and Gate Valves _Vol-
Security Fencing ✓
Lockable Wet Well Cover ✓
1Light OV Electrical Convenience Outlet ✓ �i�� rG3
FloodBuoyancy Protection ire
Hiah Water Alarm (one choice may be specified) V"' Audible and
If"
Auto Dialer
9. Summary of FORCE MAIN or PRESSURE SEWER to be permitted, by diameter, length and pipe material:
Diameter
(in)
-Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
Elevation
(ft)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
? 52
sPl/G
2o53. f- 3
7 o�S. 75
-A 6
3. 7`)
316
10. Are air release valves provided at all high points along the force main (must be provided where the elevation difference
exceeds 10 feet)? V Yes —No
11. Is the pump station subject to flooding? _ Yes V-�No. If Yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation: A Feet MSL
13. Are there existing or planned pump stations downstream of this station? Yes ✓No. If Yes, the engineer
shall evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation as
an attachment to this application.
FORM: GSPSA 02/95 Page 4 of 8

Revised
Pump Station
Calculations
for
Wedgefield Place
Mobile Home Park
�1.
David D. Smith and Company
Civil Engineering Consultants
46 Haywood Street, Suite 201
828-254-4448

DAVID D SMITH COh1NANY
Civil Engineering Consultants
828 - 254 4448
PROJECT \1-LA0 ��— m%4 � k FILE No.
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Section GRINDER Page 105
PuM C�LCs.
Dated SEPTUABER 1993
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Conditions of Service:
GPM: TD.H
HYDRORATIC'" PUMPS

Manning Pipe Calculator
Given Input Data:
Shape ...........................
Circular
Solving for .....................
Depth of
Flow
Diameter ........................
6.0000
in
Flowrate ........................
0.0167
cfs
Slope ...........................
0.4900
ft/ft
Manning's n .....................
0.0120
Computed Results:
Depth ...........................
0.2730
in
Area ............................
0.1963
ft2
Wetted Area .....................
0.0032
ft2
Wetted Perimeter ................
2.5794
in
Perimeter .......................
18.8496
in
Velocity ........................
5.2350
fps
Hydraulic Radius ................
0.1781
in
Percent Full ....................
4.5495
%
Full flow Flowrate ..............
4.2551
cfs
Full flow velocity ..............
21.6708
fps
Critical Information
Critical depth .................. 0.7516 in
Critical
slope ..................
0.0067
ft/ft
Critical
velocity ...............
1.1752
fps
Critical
area ...................
0.0142
ft2
Critical
perimeter ..............
4.3412
in
Critical
hydraulic radius .......
0.4714
in
Critical
top width ..............
3.9722
in
Specific
energy .................
0.4486
ft
Minimum
energy ..................
0.0939
ft
Froude number
...................
7.4593
Flow condition ..................
Supercritical
Page 1
0
N CA
W- :157-07
sN^\� _4
���0 °`��.���• �\` -per

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Mr. Aaron Hamlin, Owner
Wedgefield Place Mobile Home Park
588 Pond Road
Asheville, North Carolina 28806
Dear Mr. Hamlin:
June 17, 1999
All
• •
NCDENR
NORTH CAROLINA DEPARTMENT'OF
ENVIRONMENT AND NATURAL RESOURCES
f
r h [ C7
_ 1999
Subject: Application No. WQ0016608'- r:l
Additional Information Request
Wedgefield Place Mobile Home Park
Sanitary Sewer Extension
Sewer -Private
Buncombe County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of
the subject application. Additional information is required before we can continue our review.
Please address the following items no later than July 16, 1999:
General:
1) Please submit a complete set of the revised engineering drawings and technical
specifications, in addition to the two copies already submitted for review, to the
Division of Water Quality (hereinafter Division).
2) Please clarify whether the permit is to be issued to "Aaron Hamlin," as requested in
the submitted application form, or to the "Wedgefield Place Mobile Home
Association (hereinafter Association)," as provided for by the submitted operational
agreement. Note the following:
♦ An operational agreement is only required if the lots (i.e., mobile homes) to
be served by the subject wastewater collection system are to be sold. If
ownership of these lots is to be retained by Aaron Hamlin and rented/leased to
third parties, an operational agreement is not required at all.
♦ If Aaron Hamlin is to be the Permittee with the intention of transferring
ownership of the subject wastewater collection system to the Association at a
-later date, a different form of the operational agreement is required. A copy
of this form of the operational agreement is included with this letter.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

General (continued):
♦ If the Association is to be the Permittee, the Division requires copies of the
corporation certificate, as awarded by the State of North Carolina under the
Non -Profit Corporation Act, as .well as the bylaws for review.
3) The calculations packet submitted with this application package was not
signed/sealed by a North Carolina -licensed professional engineer, as required by the
instructions on the submitted application form (i.e., see Required Item c. on Page 6
of 8).
Wastewater Flows:
1) Please provide the name of the owner of the Wedgefield Acres Mobile Home Park
Wastewater Treatment Plant (NPDES Permit No. NC0062634). Note that, if the
names of the owner of this facility and the entity to whom this permit is to be
issued differ, Required Item e., as listed on Page 6 of 8 of the application form,
should be submitted. If this is the case, please provide a flow acceptance letter that
contains, at a minimum, the following information:
♦ The name and permit number of the treatment facility to receive the generated
wastewater;
♦ The volume of wastewater to be accepted in gallons per day, and
♦ The name of the project that is to generate the accepted wastewater (i.e., this
name should be the same as listed in Section I. 4. on Page 1 of 8 of the
submitted application form).
Pumniniz Station Design:
1) The Division understands that relief is being requested with respect to the pumping
station power reliability requirements, as allowed for by Regulation 15A NCAC 2H
.0219 (h) (3) (D). Note that some additional information is required before a
variance recommendation may be given. Please review the aforementioned rule,
and ensure that the system design complies with all three criteria listed therein. In
addition, the Division recommends that a three-year history of power reliability for
the Wedgefield Place Mobile Home Park, as certified by the local power supplier,
be submitted as additional evidence that enough storage time is provided in the wet
well of the proposed pumping station as currently designed. Finally, in light of the
recent enforcement guidelines affecting collection system and sanitary sewer
overflows, please revisit the design approach to this issue.
2) The pump specification details provided on Sheet C2 of the drawings shows that an
alarm light is to be installed on the proposed pumping station control panel. Note
that, per Regulation 15A NCAC 2H .0219 (h) (5), all pumping stations are required
to have audible high-water alarms as well. Please amend the -drawings and/or
specifications accordingly.

Pumping Station Design (continued):
3) The Division suggests placing the high water alarm float at the same elevation level
or below the lag pump on float in the, pumping station wet well. This setting will
indicate a failure of the lead pump while the lag. pump is still available. Please
consider amending the proposed pumping station design to provide this additional
guarantee against failure.
4) Please submit flotation calculations for the proposed pumping station. Clarify
whether or not the Class C stream near to the proposed pumping station site has the
potential to flood this facility in the event of the 100-year flood.
5) Note that there appears to be a discrepancy with respect to the desired operating
conditions for the grinder pump to be installed in the proposed pumping station.
Specifically, both the pump specification details on Sheet C2 of the drawings and
Sections 13000/13100 of the specifications state that the selected pump is to pump
at 25.5 gallons per minute at a total dynamic head of 17 feet. The calculations and
the submitted pump curve indicate that the design point is to be only 15.7 feet of
total dynamic head at 25.5 gallons per minute. Please amend the design documents
and supporting data for consistency.
6) According to the Division's verification calculations, less than two cycles per hour
will occur with the current float settings. Please amend the proposed pumping
station design so that it complies with Regulation 15A NCAC 211.0219 (h) (2).
7) Note that the Division recommends all corrosion -resistant hardware (i.e., lift -out
chain, guide rail system, float bracket, intermediate supports) within pumping
station -wet wells to ensure the long-term integrity of the system. Please consider
amending the pump specification details on Sheet C2 of the drawings to require all
stainless steel hardware.
8) Regulation 15A NCAC 2H-.0219-(h) (8) requires that all-weather access shall be
provided to all pumping station sites. The proposed pumping station site plan, as
currently designed, does not appear to comply with this rule. Please amend the
drawings accordingly.
Force Main Design:
1) From review of Section 02660 of the specifications, it appears that Standard
Dimensional Ratio (SDR) 35 polyvinyl chloride (PVC) pipe is intended for use
throughout the entire subject wastewater collection system. It is the Division's
understanding that SDR 35 is not a pressure pipe; therefore, please amend this
section of the specifications to include a material specification for the force main.

Gravity Sewer Design:
1) Regulation 15A NCAC 2H .0219 (i) (2) (D) requires that the infiltration/exfiltration
rate of sewers shall not exceed 100 gallons per day per inch of pipe diameter per
mile of pipe installed. Section 02660 of the specifications provides for visual and
deflection testing of the gravity sewer following its installation, but does not
specify a leakage test. Please amend the specifications accordingly.
2) Regulation 15A NCAC 211.0219 (i) (2) (H) requires that all sewer systems be
installed with three feet of cover. If this minimum standard cannot be met, ferrous
material pipe shall be specified. Please address the minimum cover issue between
STA 16+00 and STA 16+21, which currently appear to and/or may be in violation
of the aforementioned rule.
3) - Note that there appears to be a typographical error on Sheet C1 of the drawings.
Specifically, the distance between the proposed pumping station and Clean -Out No.
1 is called out as 100 linear feet at a slope of 2.34 percent. Using the relevant
station locations and invert elevations, the Division calculated the distance between
these two locations as 102 linear feet at 2.29 percent grade. Please correct the
drawings accordingly, keeping in mind that the maximum allowable separation
between clean -outs is 100 feet.
4) Note that the Division requires that all gravity sewers should be designed and
constructed based on the assumption that the pipeline is flowing full. Using this
assumption to calculate sewer line velocities, some of the gravity sewer, as
currently designed, is subject to excessive velocities (i.e., greater than 15 feet per
second). Please explain what measures will be taken to ensure protection of these
sewer segments from erosion.
5) Section IV. 3. on Page 2 of 8 of the submitted application form lists the total
gravity sewer length as being 1,114 feet. The Division calculated that the gravity
sewer was approximately 1,047 feet in length. Please provide a corrected Page 2 of
8 accordingly.
6) Please clarify if there are water wells and/or water lines near the subject wastewater
collection sewer that may need to be verified for compliance with the minimum
separation requirements detailed in Regulation 15A NCAC 2H .0219 (i) (2) (G). If
the water wells and/or water lines have not yet been installed, the Division suggests
placing a general note regarding the required minimum separations on the drawings
to ensure that the subsequent placing of the items occurs correctly.
Please reference the subject permit application number when providing the requested
information. All revised information, including letters, calculations, revised drawing sheets, and
revised pages of the specifications, should be signed, sealed, and submitted in triplicate to my
attention at the address above. Please note that failure to provide this additional information on
or before the above requested date can result in your application being returned as incomplete.

0
If you have any questions regarding this request, please call me at [phone],
extension 353. Thank you in advance for your cooperation and timely response.
Sincerely,
Shannon Mohr ThornburgJ
Environmental Engineer
Non -Discharge Permitting Unit
cc: Asheville Regional Office,_ Water Quality Section.
Permit File WQ0016608
David D. Smith & Company

MEMO TO: State Review Group
Division of Environmental Management
Asheville Regional Office
FROM: Forrest R. Wes Q Regional
SUBJECT: Procedure F r (4)
Supervisor 4-6-99
APN WQ0016608 State Review Group Mark Craig
Wedgefield Acres MHP Regional Contact Max er
COLLECTION SEWER
Buncombe County
1) Name of wastewater treatment plant to receive the wastewater
Wedgefield Acres Mobile Home Park
2) WWTP design capacity 0.025 MGD -
3) NPDES Permit No. NCO062634 Expiration Date 9/30/00
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning February 1, 1998
Permits/SOC Limits
SEE ATTACHED
Monthly Average
5) Quantity and type of wastewater from proposed sewers:
4,320 gpd - See Comments Below)
domestic 100 %
industrial %
other %
0
6) Volume from previously approved projects not connected: N/A
7) Regional Recommendations: Approval YES
The proposed project will provide for construction of approximately
114 L.F. of 6-inch gravity PVC sewer and a dual unit 37 gpm pump
station with approximately 251 L.F. of 2-inch pvc forcemain to
transport wastewater from an additional 18 mobile home sites to the
existing wastewater treatment facility.
The projected flow of 250 gpd/2-bedroom unit slightly exceeds the
120 gpd/bedroom design figure contained in the Reg 2H .0219 (minimum
design criteria). According to the attached twelve month dmr data,
available capacity exceeds the projected flow addition to this WWTP.
I have advised the engineer to change the projected flow on
the application to 4320 gpd which recognizes a 120 gpd/bedroom flow.
A revised page 2 of 6 is attached for our records. Under the
circumstances, no additional submittal is recommended.
Upon satisfactory engineering review, it is recommended that the
permit be issued as requested.

StAte or Northdrol;na
Department of Environmeni
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
March 23, 1999
Mr. Aaron Hamlin
588 pond Road
Asheville, North Carolina 28806
Dear Mr. Hamlin:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. WQ0016608
Wedgefield Place Mobile Home Park
Sewer -Private
Buncombe. County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 19, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Mark Craig for a detailed engineering review. Should there be any
questions concerning your project, the review will contact you with a request for additional information.
Be aware that the Division's Regional Office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the division.
If you have any questions, please contact Mr. Mark Craig at 919/733-5083 ext. 362. If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON
THIS PROJECT.
ccs villile regional O+fltce, Water (Quality
Sincerely,
I
kmr. Kim H. Colson, E.
Supervisor, Non -Discharge Permitti Unit
L MAR 3 0 1999 11 'IT
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

I
State of North Carolina
Department of Environment, Health and Natural Re-sourc l\JED
R��E,T� SECTION
Division of Environmental Management WA -
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)w ti 9 1999
GRAVITY SEWER EXTEN.SI.ON,Noy-piScha�ge Pe�ltttn9
PUMP STATIONS, AND PRESSURE SEWERS
S
GENERAL INFORINiATION:
Sac Project: Yes, � No.
I . Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
a o
3. Mailing address: S
,�� I I e. State: N C- Zip: a SSoG
City: ,p ,
Telephone Number:
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans. specifications, letters of flow acceptance, Operational Agreements, etc.):
\Wej 4,e e (� :P(ae., Me>b.l F[onrv-. -Par-
5. Application Date: 3 / 15 /g2 6. Fee Submitted: S 4f
6. County where project is located: By
II. PERMIT •INFORMATION:
1. Application No. (will be completed by DEW
2. Specify whether project is: f new; modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number NA and the issue data.
4. Specify whether the applicant is public or tf private.
III. INFORMATION ON WASTEWATER:
Nature of Wastewater: too % Domestic/Commercial ; __
Industrial;
1
9c Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospita'.
commercial, industrial, apartments, etc.: Mo 6 L henna liar
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels: ICI o ng
4. if v astewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receivin-
wastewater treatment facility? NAof the
5. If a pretreatment permit is required, has one been issued. �—
Yes No. If yes, please attach a copy
pretreatment perirdt. If No, when will one be issued:
FORM: GSPSA 02/95 Page I of 8

6. Volume of wastewater generated by this project: 4500 gallons per day.
7. Explanation of how wvastewater volume was d-tt'-=-r ed: 2 a o noel ZIM P /!3*60,- //o,,►es
IV. DESIGN INFORMATION:
1. Brief project description: San,+ary Se- Wer---X*ens�'an
�aciraQe/ant wi'f�J �h'/f-y fo sc�c�f Procosec�
2. Name of wastewater treatment facility receiving wastewater: \4/e4%e
a. Facility Permit Number: NG ®06 z631
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
c. Permit Number for sewers immediately downstream: N1A
d. Pipe diameter of sewers immediately downstream: N Zi
3. Summary of GRAVITY SENVER to be permitted, by diameter, length and pipe material:
Diameter
Length
Pipe
Circle C or
Minimum
Maximum
Minimum
Maximum
Minimum
(in)
(linear feet)
Material
N Factor &
Slope (9c)
Slope (7c)
Velocity
Velocity
Cover (in)
Specify
(fps)
(fps)
Value
PVL
n= o•otl
�•39
9,00
�,00
9.96
36
G $
NOTE: The
minimum velocity
must not
be less than 2 fps.
For
public
sewers the
minimum
diameter is 8 inches.
For
private
sewers the
minimum
diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 foot
separation for slopes of 21 7c to 3517,c; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater
than 50%.
For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect
the sewer pipe and manholes? /4-n GAors w // be- ProVilcf-e tar
rx cess s fob s as c � o/ y/o a bo vt
Glean dais
5. Maximum length of sewer between r +ofthe es: 1 linear feet.
6. This sewer line segment occurs between manhole no. Rmp 51.a and metrmle no. 1
? e
B g
FORM: GSPSA 02/95 Page 2 of 8 9 to
to tt
19 i S

FR❑i1 : Panasonic FAX SYS PHONE NO. : 7042550140 10 Apr. 06 1999 10:50AM P2-
/YYI/t-
�/sip
43a o
6. Volume of wastewater generated by this, project: .. - gallons per day.
7, Explanation of how wastewater volume was determloed: 2 6 q,d /MN f s� .1-1,4 - rl,.vr�s
IV. DESIGN INF01ZX1ATf0N-
1. Brief project description: 5 "'V'g Ci S!, .r �ir�e l�ioal � exr'44r'a
2, lyl}11]2 of aasrewater treaunzot Facility receiving wastewater'/GCId� JO ,%�Y/1G5 /r(n �rle iT!/[1G07l
a. Facility Permit Plumber, L1M 6 x1-
b. F.ngneer should provide statement of his evaluation of downstream sewers ability to accept the wastewater
Non —
c_ Pern it lumber for sewers irnmediately downstream:
d Pipe diameter of Sewers immediately downstream: (W IIA
3. Sununaty of GRAVITY SEWER to be permitted, by diameter, length and pipe material:
Diameter
Length
Pipe
Circle C or
Minimum
Maximum
Minimum
Maximum
Minimum
(in)'
(linear fee[)
Material
N Factor &
Slope (%)
Slope (50
Velocity
Velocity
Cover (in)
Specify
tl
(fps)
Value
..6-
1114
Nk-
,= •orl
3
9 as
,Qo r
g 96
3d
•
.. -
..
� a,ot9ea
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches. For private sewers the minimum diameter is b inches.
4. Ambors shall In, provided for sewers with slopes {neater than 20 %. The anchor spacing shallhe a n=1wum of: 36 foot
separation for slopes of 21% to 35%; 24 foot separation for slopes of 3610 to 50%; 16 foot separation for slopes greater "
than 50%.
For velocities gmater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
mmiholes from erosion. For velocities greater than 20 fps, erosion control measures must'be specified.
For any e9tccssive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect
the sewer pipe and manholes?;: '/i
C1fC455 ve -do tt t
L��ftOV-rs
5. Maximum length of sewer between tt>H4isles: _ fota 1lttear feet.
6. This sewer line segment occurs between manhole no. -;�S and raanlmle no. /
7 $
FORM: GSPSA, 02/95 Page 2 of 8 9 to

Does the owner/operator have the ability to clean this length? V Yes -No. For sewer reach lengths greater
the owner/operator, stating the ability to clean the specified reach and include the
than 425 feet, please provide a letter from
equipment specifications.
ring loads? ✓ Yes No. If yes, what measures are being taken
Sewers subject to existing or planned traffic bea
to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: 04 feet (provide for separations > or = 25)
10. Identify (by manhole number) those manholes that have drop connections:
l I. $ GPD/ i e diameter inch/mile of pipe.
11. Maximum allowable infiltration/exfiltration test rate: p p
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans and addressed in the specifications. If a, b, or c below is no, explain
in ar, armchment (This section must be completed for all collection systems including force mains and pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? Zyes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? Yes No
c) 10 ft. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? Yes No
od
13. Are manholes subject to flooding? Yes ✓ No. If Yes, a-eYmanhole rim elevations thelmanholes watertightve , vented
level. (100 year flood elevation should be indicated on plans)?
1 foot above the 100-year flood elevation and vented every 1,000 feet (should be shown on plans)) Yes No.
14. Identify (by manhole number) those manholes that are vented: NFL
eatures
15. Does this project involve any stream crossings? Yesic° Identify If flow?s, what precautions or special the sheet of the plans and and station
been
.utilized to ensure protection of the sewer line and not restrict
number where stream crossings are located:
frrous
Please note: The Division recommends all stream crossings be located must be located above the 25 year flood elerathree (3) feet bow the stream bed aon.e Beth
material pipe be specified. In addition, all aerial stream crossings m
the 25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Sewers may not be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes V' No.
FORM: GSPSA 02/95 Page 3 of 8

V . PUMP STATION INFORMATION
^.� ?. (i :�lit_'tt�' S-_pa,ate p. 4 04 i:• ,5ie:jili C:. is _i:'.0 i0.' e =: �� :?-.�
2. Name of closest downslope surface waters: urn 4aNt-'r, du_ka sl 4»
3. Classification of closest downslope surface waters: da55 C (as established by the Environmental Managemeat
Commission & specified on sheet 5 of 8 of this application).
4. In accordance with 15A NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. All ��IG�2hG2�✓� VVQ ti'eX �Ubbiu
15 -� ro ry l VVe 11 s Th gs d U, r,' n a 0,0 Wer 0u4Aa- -5 —no 4-'l o 2n+er
Rl , Du mD 5&h*&r7
5. What size pumps are provided: 2 kp Q 37 GPM; and how many? 2
6. What is the design total dynamic head? 2015 feet
7 How many pumping cycles will occur at average daily flow? 2 cycles per hour.
NOTE: 15A NCAC 2H .0219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
S. The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items hove, h= provided in the design plans and specifications:
Alternate Power Source
Wet Well Vented with Screen ►l
- Fillets in Wet Well
Check Valves and Gate Valves ✓
Security Fencing —ate
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet ✓
Flood/Buoyancy Protection
High Water Alarm (one choice may be specified) ✓ Audible and Visual Auto Dialer
9. Summary of FORCE MAIN or PRESSURE SEWER to be permitted, by diameter, length and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
. Elevation
(ft)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
Z
251
?VL
2oe3, b3
A075.75
3. 79
36
10. Are air release valves provided at all high points along the force main (must be provided where the elevation difference
exceeds 10 feet)? y!� Yes —No
11. Is the pump station subject to flooding? _ Yes �No. If Yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation: Aq Feet MSL
13. Are there existing or planned pump stations downstream of this station? Yes No. If Yes, the engineer
shall evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation as
an attachment to this application.
FORM: GSPSA 02/95 Page 4 of 8

This form must be completed by the appropriate DEM regional office and included as a part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
ould
The classification of the downslope surface waters (n`1e sbace yers the appropriate
any overflow opn to DEMf remonalthe facility office.wTherefo�e, youare
in which these sewers will be constructed must be determinedy PP
required, prior to submittal of the application- package, to submit this form, with items 1 through 7 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor a hie Mappage
whi h ). At a
minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic
location of these sewers and the downslope surface
Oncewaters
the regional l offic-be
locahasieco pletedd. Identify the
theloclas sest sficatione
surface waters on the attached map copy.
reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.):
aro ai✓ ; r,
2. Name & complete address of en-ineerin6 firm:
• Zo
Telephone number:
3. Project name:
4. Name of closest downslope surface waters: unnannP�� 'F_O
5... County(ies) where sewers and surface waters are located:
o f•.
6. Map name and date: _''«-� �4shw'
7. NC Professional Engii
TO: REGIONAL WATER QUALITY SUPERVISOR ttached
hed where these sewers will be constructed, as identified on th
Please provide me with the classification of the waterse a
map segment: � ; _p _
,l ��� Pad
ircd�c �1
Name of surface waters: Jicc 11
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable: _
Signature of regional office personnel:
FORM: GSPSA 02/95 Page 5 of 8
Date:

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the
proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated
authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.).that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL,DESIGN - NOT RELEASED FOR CONSTRUCTION.
C. Two copies of all calculations, including pump selection, friction calculations, cycle time, pump curves (including system
curves applicable with one pump running, two pumps running, three pumps running, etc.), and evaluation of downstream
pump stations. These items must be submitted under the signature and seal of the NC Professional, Engineer.
d The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelerated municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is S200. Name changes without other modifications are $100.
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from this
project is different from the applicant of the project, then a letter must be provided from the owner/authority of the WWTF
specifying the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project by the
same name as that identified on the application and the plans/specifications.
f. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
g. A properly executed Operational Agreement (original and two copies - form provided by DEM) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sewer
extension is owned by the individual residents, a homeowners association, or a developer.
h. The downslope surface waters classification must be determined by the appropriate DEM regional office, using page 5 of 8 of
this form, prior to the submittal of the application package to the Water Quality Permits and
Engineering Unit. Once the regional office has completed the classification, page 5 of 8 should be reincorporated into the
application package and the entire application package may then be submitted to Water Quality Permits and Engineering Unit.
i. A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSPSA 02/95 Page 6 of 8

Dame and Complete Address of Engineering Finn: Day ,' cl
Srn i 4% d- CA
o Sv i k
City: _ L ai\g z k, State: /Vc- Zip:
�.Baol
Telephone Number: ( g �. ) �' �4 9.44
Professional Engineer's Certification:
ep
I t attest that this application for �iacen N d/rt I n
will
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although' certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
-.aeOcIn.—
IVED
TY SECTION
91-99
Permitting
Applicant's Certification:
I �artP. uanni' , attest that this application for
0�1 4E- Se io
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
information and attachments are not included, this application package
application are not completed and that if all required supporting
will be returned to me as incomplete.
� Date o��ol � 99
Signature
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSPSA 02/95 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (12/94)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Bye
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clav
Rutherford
C,rabam
Swain
Haywood
Transylvania
Henderson
Yancv
Jackson
Fayetteville Regional WQ Supervisor.
Wachovia Building. Suite 714
Fayetteville, NC 28301
(910) 486-154.1
Fax [phone]
Anson
Moore
Bladen
Robeson
Cumberland
Richmond
Harnett
Sampson
Hoke
Scotland
Montgomery
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
t
M9oresville Regional WQ Supervisor
• 9i9 N'dith.Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsvth
Yadkin
Guilford
Alexander
Mecklenburg
Cabarrus
Rowan
Catawba
Stanly
Gaston
Union
Iredell
Cleveland
Lincoln
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
- Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: GSPSA 02/95 Page 8 of 8

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