WQ0017413_Application (FTSE)_19990914

MEMO TO: State Review Group
FROM: Ricky Revels
R ReJ—
SUBJECT: Procedure Four (4)
WQ0017413
Planters Glen Subdivision
Sewer Extension -Public
Harnett Co. Dept. Public Works
Harnett County
Division of Water Quality
Fayetteville Regional Office
October 1. 1999
Date
State Review Group Review
Engineer Benny Goetze
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Harnett Co.s Buics Creek WWTP
2) WWTP design capacity 0 5000 MGD
3) NPDES Permit No. NC0030091 Expiration Date: 03/31/2001
4) Compliance Information:
Present treatment plant performance for previous 12 months, beginning 1/98-12/98
(Sec attached sclf-monitoring data) N/A
5) Quantity and type of wastewater from proposed sewers:
21.240 GPD
domestic X industrial other
6) Volume from previously approved projects not yet tributary to WWTP:
-0- GPD
7) Regional
Recommendations: Approval
RR/rr
Enclosure
Denial

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
REC
fEP2l1999
FAYETTEVILLE
PEG. OFFICE
September 14, 1999
Mr. Rodney M. Tart, Director
East Central Water & Sewer District, HCDPU
Post Office Box 1119
Lillington, North Carolina 27546
Dear Mr. Tart:
CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Applications No. WQ0017413
Planters Glen Subdivision
Sewer -Public
Harnett County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 10, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Benny Goetze 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. Benny Goetze 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.
Sincerely,
Mr. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Lambert Engineering Company, Inc.
1617 Mail Service Center, Raleigh North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

— - - -.....v.. v. .....avaiiVAAAMIGLI114111 Iviaaviascusent
Non -Discharge Permit Application
, (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) • i.:;
^ .•,
Cs,<•- `) -
'‘..` --' •-' \ ', 1 PUMP STATIONS, AND PRESSURE SEWEIth3 1 0
•
GRAVITY SEWER EXTENSION
"\::
`'-' L43GENRRA1. INFORMATION:
, 1:7Applicanes name (please specify tbe name of die municipality. corporation. individual. tsc-):
*:- East Central Water and Sever District, HCDPU _
2. Print Owners or Signing OfficiSI's name and tide (the person who is legally responsible far 6e facility and its compliance
Rodney M. Tart, Director
3. Mauling address:
P.O. Box 1119
cur Lillington
State NC
Telephone Numb= ( 910 ) 893-7575
24; 27546
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with projec
name on plans, specifications, letters of flow acceptance. Operational Agreements. ec.):
Planters Gien Subdivision
5. Application Date 7-16-99
6. poi subminegt s 400.00
6. County where project is located: Harnett
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM): \Nib- l)r1/4)
2. Specify whether project is: X new; moclification.
3. ff this application is being submitted as a antic of a modification to an existing permit, please complete
N/A N/A
existing permit number and the issuedate
4. Specify whether the applicant is X public ar private.
M. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 10° % DomesticKarnmercial ; % Industrial;
% Other waste (sp:cify):
2. Please provide a one or two word desuiption specifying the origin of the viastewater, such as school. subclivision, hospital,
ammmmiLkAmitoommemssemz Subdivision
3. Inclicate any parameter(s) (and their concentration) that will be greater than normal domestic levels: N/ A
4. M wastewater is not domestic in nature, what level of pretreatmentias been provided to ensure protection of theseceiving
N/A
wastewater treatmetu facility?
FORM: GSPSA 11/93
Page 1 of 8
, -
P 2 1 1999
FT:e7Tr7N7.,

present permit. If No. when will one be issued:
IV. DESIGN INFORMATION:
1.dprp Nearly 5,913 LF of 8" gravity sanitary sewer with
Brijectduplex pump station & 6" force main to serve 53 lot subdivision.
6. Volume of wastewater mated by this project 21 , 240
gallons per day.
7. Explanation of how wastewater volume was detamshcd:
(residence) 53 lots x 3 bdrm/lot x 120 gpd/bdrm = 19,080 gpd
(Swimming Pool) 4 persons/dwelling x 54 dwellings x 10 qpd/Der. = 2,16Q
9
2. NEW dwastewater treatment fealty receiving wastewater Buses Creek WWTP
a. Facility Permit Number:
b. Engineer s x uid provide statement rills evahnadon d downstream sewers ability y to accept the wastewater:
The existing North Harnett Elementary School pump station has
adequate capacity to handle this additional flow.
c. Permit Number fc sewers immediately downstream: W Q 0 0 0 8790
d. Pipe diammete; ofsewers immediately downstream:Pump Station w/ 4 " force main
3. Sumnmary of sewer pipe to be penmiued, by diameter size and pipe materiel•
Diameter
(m)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Spey
Value
Minimum
Maximum
Slope (%)
Minimum
Velocity
O
Maximum
Velocity
O
Minimum
Cover (m)
Slope (%)
8
5,688.71
PVC
0.010
0.40
7.00 -
2.8
11.8
36
8
244
DIP
i
0.013
0.40
0.40
2.4
2.4
36
NOTE: The minimum velodty oust not be less than 2 fps.
For public sewers the minimum diameter is It Indies.
For private sewers the minimum diameter is ti inches.
4. Anchors shall be provided for sewers s with dopes greater than 20 %. The anchor spacing shall be a maximum of: 36 feet
separation for dopes of 21% to 35%; 24 feet separation for slopes of 36% so 50%; 16 feet 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 is any aewer'l ne segment, what measures have been taken to protect
the newer pipe and manholes? N/A
•
FORM: GSPSA 11/93 Page 2 of $

r 6. This sewer line meat oceans between manhole no. 10 and manhole as 11
7. Does the owner/operator have the ability so clean this length? x Yes No. For newer reach lengths gate
than 425 feet. please provide s letter from the owner/operator. stating the ability to clean the specified reach and include tb
$. -Sewers subject to existing or planned traffic bearing loads? X Yes No. If yes, what merits we being mho
su enable the sewers to withstand the loads?
Trench backfill compacted to 98% standard proctor. Road constructed
to NCDOT standards and specifications
9. Outside drop manholes are provided where invat separations exceed: 2.5 feet (prrovide for separations e. or 2.5)
10. Identify (by manhole number) those manholes that have drop =ace n:: oN/ A
11. Maximum allowable infiltradonfexfiltradon test rata 10 0 ape diameter inch/mile of pipe.
NOIR Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans or addressed in the specifications. If a. b, or c below is no. mica
in an attachment (This section must be completed far all collection systems including force mains and pressures sewers):
a) 100 ft. horizontal separation from wens or other water supplies? x Yes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? x Yee No
c) 10 ft. horiz. sep. from water mains a 18 in vertical sep. (water over sewer) or ferrous pipe specified? x Yes jrlo
13. Are manholes subject to flooding? Yes x No. If yes, are manhole rim elevations 1 foot above 100-year Hood
level. (100 year flood elevation should be indicated on plans) Yes No; Or. are manholes watertight and vented 1
foot above the 100-year flood elevation ( should be shown m plans): Yes No
14. Identify (by manhole number) those manholese that are vented: N/A
15. Does this project involve any stream crossings? Yes x No. If yes what pr aeuions or special features have bem
utilized to ensue protection oldie sewer line and not restrict stream flow? Identify the sheet of the plans and station
n umber where stream crossings are locate&
Please Dote: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition. all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Sewers ID>ii not be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes x Net
17. Miscellaneous oommeatc
FORM: GSPSA 11/93 Page 3 of 8

1. Pump Station No. a Name: 1
2. Name admen downsiope surface wear
(A separate sheet 4 of 8 should be submitted for each pomp statics
West Buies Creek
3. Classification of closest dowaslope surface waters: i C'
Commission d< specified on sheet 5 of 8 of this application).
(as established by the Environmental Mans/awn
4. In accordance with ISA NCAC 2H .0219 (hX3). desaibe the measures that are being impianeated to prevent impacts a
downslope surface waters, should a power faille occur at this pump station. NOTE: Altanative power MUST be
addressed for every pump station io accadanoe with the above regulation. Portable 15 kv generator
shall be supplied for this pump station
5. Whaa size pumps are provided: 3 0 0 GPM; and how many? 2
6. What is the design total dynamic head? 5 0 feet
7 How many pumping cycles will occu at average daily flow? 3 cycles per `our.
NOTE: LSA NCAC 2H .0219 QiX2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
ft The following items me typically required these items kw Pam' mpthe lans/i�finc for pump stations. Check the appropriate blank to signify that
Alternate Powc Soar
Wet Well Vented with Screen
Fillets in Wet Well x
Check Valves and Gate Vahes
Security Fencing
Lockable Wet Well Cover
Area light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm (one choice may be specified) Audible and Visual x
x
x
x
x
x
x
x
x
9. Summary of force main to be permitted by diianuetex siu and materil•
Auto Dialer
Dimmer -
Cm)
Length
(lam �
Pipe
Material
e
Elevation
(ft)
Low tie
Elevation
(ft)
Minimum
Velocity
(fees)
Maximum
(fps)
Minimum
Cover Cm)
6
1400
PVC
310
285.00
2
6.5
36
10. Are air release valves provided at all high paints along the farce main (must be provided where the elevation difference
e c eds 10 feet)? x yes i no
11. Is pump station subject to flooding? yes x no. If yes. what measures are being taken to protect against flooding?
N/A
12. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
13. Are there existing or planned pump stations downstream of this staBon? _ x Yes No. If yes, the engineer fMlt
evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation as a
atacluneat to this application.
FORM: GSPSA 11/93 Page 4 of 8

• THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Refired hew
a. One original and one copy of the completed and appropriately executed application form. If modification: to the form at
required as a result of additional information requests by the Division, the additional information most be nansmined lode
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 moons signed and sailed by a Nato Carolina Professiooai Engineer. The plans tam
include a general location map. a plan view of the sewer extension. a profile of the Neva extension, and most show *
proximity of the sewer extension to other udlities and natural features. Specifications may be omitted for delegate
authorities. Each sheet of the plans and the first page of the specifications must be Biped and sealed. Two (2) copies of di
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. Ho,,c a
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
c. Two copies of all calculations. including pump sew, friction calculation, cycle time. pump curves (inclorling smote
curves applicable with one pump running. two pumps running. three plumps inning, etc.), and evaluation of downsuear
pump stations. These items must be submitted Older the signature and seal of the NC Professional Engineer.
d. The appropriate permit processing fee. in accordance with iSA NCAC 2H .0205(cX5). The fee for sewer extensions fc
nondelegated municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to thus
governmental jurisdictions that have specific delegation review authority. as granted by the Environmental Managemet
Commission) is $200. Name changes without other modifications are 8100
e. if the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from d
project is different from the applicant of the project, then a letter must be provided from the owner/authority of the WWI
specifying the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project by tE
same more as that identified on the application and the plans/specifc atians.
L If the application is being submitted in the name of a privately owned public utility, evidence must be submined from tt
Utilities Commission which demonstrates that the utility is authorized to bold the franchise for the area to be served. In it
case of contiguous service areas. evidence must be provided from the Utilities Commission acknowledging these areas e
covered under an exiting franchise.
A properly executed Operational Agreannent (original and one copy - form provided by DEM) must be submitted if the sewn
extension will be serving single family residences. condominiums. mobile bones. or town houses and if the subject seen
extension is owned by the individual resider. a bomeownas association. or a developer.
b. The downsiape surface waters classification must be determined by the appropriate DEM regional office. using page S of 8 s
this form, prior to the submittal of the application package to the Water Quality Permits and Engineering Unit Once d
regional office has completed the classification. page 5 of 8 should be reincorporated into the application package and d
entire application package may then be submittal to Water Quality Permits and Engineering Unit
i. A carer later, which briefly describes the project, should be imcloded with each application package. f necessary far slarit
feel free to include attachments to the application form. Such attachments will be considered as part of the application son
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 became the property of the Division of Environment
Management; therefore, if the permit is not issued for any reason. the Division will return submitted materials only at i
option.

Name and Complete Address o[ Eng'moaing Finn:
Lambert Engineering Company, Inc.
100 Gum St.
Dunn SOW NC 28334
7biephooe Number: ( 910 8 9 2 —6 519
Profetxtonat Engineer's Certification:
I. Parker L. Lambert,atteatthatehisapplcaliontcrPlanter's Glen Subdivisio
has been reviewed by me and is accurate and complete to the bat of my knowledge. I further attat.that to the best of my lmow►bd
the pry design has been prepared in accordance with the applicable regulations. Although certain portions of this submit
package may have been developed by other professionals. inclusion ;idlest materials urndermy signature and seal signifies that I ha
reviewed this mataial and have judged h to be consistent with the proposed deaga.
North Csnolina Professional Engineer's Scat. &insa e, and Date:
Applicant's Certification:
1, Rodney M. Tart .attestthatthisappliationfor Planter's Glen Subdivisic
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all
requised application are not carp . . that if all required informationag
as . 8 and attachments not pig
will be returned tome /, VI II �, hments are included, application
Signal=
rfri44
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 tF `_` ^ ` 7.
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-053S`SEP 1 3
TELEPHONE NUMBER: (919) 733-50830n. ; ;;; .71.r. ,.2
•
FORM: GSPSA i1/9 . Page 7 of 8

ara auivi• gar m a• r aAVt•ty11:.1.1 "Lao t►1eltmesarmars.r..ty 1 itlr.V.V1'AL- Ur rII.L (11JY3)
Asheville Regional WQ Supavisor
59 Woad& Place
Asheville. NC 28801
[phone]
Fax [phone]
Amy Macon
Buncombe Madison
Balm McDowell
Caldwell Mitchell
Cbtsokne Polk
Clay Ruthafard
Graham Swain
Haywood Transylvania
Henderson Yancy
Jacbon
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Fayetteville. NC 28301
[phone]
Fax [phone]
Anson
Braden
Cumberland
Harnett
Hoke
Montgamay
Moore
Robeson
Richmond
Sampson
Scotland
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston -Stan, NC 27106
[phone]
Fax [phone]
Alma= Rockingham
Ada Stokes
Caswell Sorry
Davidson Watauga
Davie Wi1lxs
Forsyth Yadkin
Guilford
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort
Bade
Camden
Chowan
Craven
Dare
Gates
Greene
Hirt and
Jones
Unoir
Martin
Pamlico
Pasquotank
Perquimmas
Pia
Then
Washington
Wayne
Mooresville Regional WQ Supervisor
919 North Main Street
Mooiesvllle, NC 28115
[phone]
Fax [phone]
Altmandar
Cabams
Catawba
Gaston
LedrB
Lincoln
Meddenburg
Rowan
Stanly
Union
Cleveland
•
FORM: GSPSA 11/93 ' 2 : Page 8 of 8
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham Nash
Durham Northampton
Edgeoonibe Mange
Franklin Pasco
Granville Vance
Bart Wake
Johnston Warm
Lee Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Exoertdon
Wilmington. NC 28405-3845
[phone]
Fax [phone]
Bnmswick New Hanover
Carteret Onslow
Columbus Pander

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:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. 'Therefore, you are
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 (see page 8 of 8). At a
minimum. you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
Location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslope
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
����), East Central Water and
1. Applicant (specify name of the mtmicipality, corporation,
Sewer District, Harnett County Department of Public Utilities
2. Name&complete address ofengineering Sim Lambert Engineering Company, Inc.
100 Gum St.
Dunn, NC 28334
Telephone number. (
3. Project name:
910 ) 892-6519
Planter's Glen Subdivision
4. Name of closest downslope surface waters
5. County(s) where sewers and surface waters are looted:
6. Map name and date: L i l l i n g t on ,
7. NC Professional Engineer's Seal. Signature, and Date:
West Buies. Creek
Harnett
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment t� GS � �I e,5 C�^�G `�
Name of surface %atG
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable: /VA
�,u e �.r,l i
Signature of regional office personnel:1 1e: 7Z Z 91 �
(All attachments must be signed)
:. s�`'_^AM: GSPSA 11193 Page 5 of 8
CI