WQ0014333_Application_19970826

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
MR. DAVID ASBILLE
TOWN OF BISCOE
PO BOX 26
BISCOE, NORTH CAROLINA 27209
Dear MR. ASBILLE:
LT--,.K;VA
1 40 0
�EHNF�
August 26, 1997 RECEIVED
,SFP 0 2 1997
FraMF;` S/1"LLE
Subject: Application No. WQ0014333
Bruton Street Imp.
Sewers -Public
Montgomery County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 25, 1997. This application has been assigned the number listed above.
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer 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 Matt Williams at [phone] extension 509. 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
INQUIRIES ON THIS PROJECT.
cc: Fayetteville Regional Office
W.K. Dickson & Company, Inc.
Sincerely, "
Kim H. olson, P.E.
Supervisor, State Engineering Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

I
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 SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Town of Biscoe
2. Print Owners or Signing Official's Name and Title (the person who is legally _
responsible for the facility and its compliance): David Asbill
7)
Public Works/Utilities Director <"n
3. Mailing Address: _
City: Biscoe
Post Office Box 26
Telephone No.: 9( 10 )
State:
428-4112
NC
Zip: 27209
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Bruton Street Pump Station Improvements
5. Application Date:
7-24-97
7. County where project is located: Montgomery
II. PERMIT INFORMATION:
6. Fee Submitted: $ 400
1. Permit No. (will be completed by DEM):
2. Specify whether project is: new; renewal"; x modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is x public or private.
FORM: GSPS 4/91 Page 1 of 10

r
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 2 (4/91) •'
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. i on % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Domestic
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: n / a
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
n/a
5. Volume of wastewater generated by this project:
0
gallons per day
6. Explanation of how wastewater volume was determined: Modifications are improvements
to the existing utilities and will not generate additional wastewater.
IV. DESIGN INFORMATION:
1. Brief project description: Install 4700± LF of 8-inch force main and replace
two existing pumps with two new pumps at the Bruton Street Pump Station.
2. Name of wastewater treatment facility receiving wastewater: Bi scoe Waste Treatment
Facility
a. Facility permit no.: NCO021504
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The downstream sewers will adequately
accept the proposed wastewater flow,
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GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: n/a
Dia. Length Pipe C or N Mfn. Max. Minimum.. Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b, 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
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?
n/a
5. Maximum sewer reach length between manholes: n/a linear feet.
6. This sewer line segment occurs between manhole no. n/a and manhole no. n/a
7. Does the owner/operator have the ability to clean this length? n / a Yes No.
8. Sewer subject to existing or planned traffic bearing loads? n/a Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: n/a feet.
10. Identify (by manhole number) those manholes that have drop connections: n/a
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GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: n/a GPD/ pipe dia. in./ mile.
Note: Must not exceed. 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 & horizontal separation from wells or other water supplies? X Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x Yes _ No
c) 10 n horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? X Yes _ No
13. Are manholes subject to flooding?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(100 year flood elevation should be indicated on plans)
W
16
Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans):
Identify (by manhole number) those manholes that are vented: n/a
nLaYes _No
nL,,Yes _No
Yes _ No
17. Does this project involve any stream crossings? _ yes x no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: n/a
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GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Unnamed tributary to Lick Creek
3. Classification of closest downslope surface waters: (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
5. What size pumps are provided? 425 GPM
6. How many pumps are provided? 2
. Wha: is the maximum capacity of the numin stadort? A i ? . nnn IPD
8. What is the design total dynamic head? 91 feet
9. How many pumping cycles will occur at the design flow rate? h _ ; cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves X
Security Fencing X
Lockable Wet Well Cover x
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm X Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
PVC, r),, n sz.3. 5 2 7 L 2.71 16
_rR� jls nTp i4,4 s":R ,1 i.71 1R
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? X yes _ no
13. Is pump station subject to flooding?
being taken to protect against flooding.)
yes x_ no. If yes, what measures are
14. If subject to flooding, specify the 100-year flood elevation: /A— Feet MSL
15. 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.

JUL 24 '97 17:12 TO-19104860707 FROM-W K DICKSON T-148 R,02/03 F-793
PAGE 6 (4/91) "-- - -- - - -- - - - - -� — -- ...,. ',
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: Unnamed tributary to Lick Creek
Classification (as established by the Environmental Management Commission): �Aj S
Proposed Qassification, if applicable: N /A
Signature of regional office personnel: 9,%- �� � Date: 7 " Z �' 9 7
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope stuface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form. with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 117' copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. -You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
I. Applicant (corporation, individual, or other): Town of Biscoe
2. Name and Complete Address of Engineering Firm: W. K. Dickso
1924 Cleveland Avenue
City: Charlotte State_ NC Zip: 28203
Telephone No. 704/334-5348
3 Project Name: Bruton Street Pump Station Improvements .
4. Pump station design flow: 612,000 GPD; 425 _ GPM
5. Name of closest downslope surface waters: Unnamed t r i h a v o T. i ti rrppk
6- ounty(s) where project and srface waters are loCAted: Montgomery
7. Map name and date: aiscoe Quadrangle 1983
8. North Carolina Professional Engineer's Registration No. 12894
9. Pont Name of Engineer David L. Pond
10.
Seal
date):
3447 6 of 10

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ELOPMENT
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BISCOE QUADRANGLE
NORTH CAROLINA —MONTGOMERY CO.
7.5 MINUTE SERIES (TOPOGRAPHIC)
SW4 TROY 15' QUADRANOLIEK
2301011 rous Aft ToAv"AsyArros
109 47'30' 410 MA I A"orf 4 1 770000 FEET 7945'
613
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DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Wood6n Place
P O Box 1507
38M Bantu Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919N46-6481
919/733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bettie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Bdgemnbe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pacquotank
Granville Vann
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dam Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hatford Wayne
Hyde
Fayetteville Regional WQ Super. Mooresville Regional WQ Super
Wachovia Building, Suite 714 919 North Main Street
Fayetteville. NC 28301 Mooresville, NC 28115
919/486-1541 704/663-1699
Anson
Moore
Aka xKkr
Mecklenburg
Bladen
Robeson
Cabarrtu
Rowan
Cumberland
Richmond
Catawba
Stanly
Harnett
Sampson
Gaston
Union
Hoke
Scotland
Iredell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919f761-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
W"dkes
Forsyth
Yadkin
Guilford
7 of 10
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3945
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Perrier
Duplin

GRAVITY SEWER EXTENSION & PUMP ST:A 1ION
PAGE 8 (4/91)
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 three copies of the completed and appropriately executed application form.
b. Three 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, details on the pump station, 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. Three copies of the existing permit if
a renewal or modification.
C. Three 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 North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
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 plan s/specifications.
f. An Operational Agreement (original and two copies) 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.
8 of 10

+ GRAVITY SEWER EXTENSION & PUMP STATION
• PAGE 9 (4191)
Name and Complete Address of Engineering Firm:
1924 Cleveland Avenue
City: Charlotte State:
Telephone No. 704/334-5348
Professional Engineer's Certification:
W. K. Dickson
NC
98
28203
I, may. I L. -P.., c), , attest that this application for Bruton Street Pump Station
Improvements for the Town of Biscoe
has been reviewed by the 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 Registration No.
Print Name of Engineer David L. Pond
Seal and Signature (specify date)
Applicant's Certification:
I,
William C. Asbill
12894
wft r
G'1
attest that this application for
Pump Station Improvements for the Town of Biscoe
Bruton Street
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature��. _ C' �/� Date
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
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
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GRAVITY SEWER EXTENSION & PUMP STA ION ,, • ' ,
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990) -
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
DomcsticlCooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
DomesticlCooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling $240 $120
Sludge < or = 300 Acres $400 $250
Sludge > 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10