WQ0018487_Application_20000531

MEMO TO: State Review Group
FROM: Ricky Revels
THROUGH: Paul E. Rawl
SUBJECT: Procedure Four 4�
WQ0018487
Homanit USA
Sewer Extension -Public
Town of Mt. Gilead
Montgomery County
Division of Water Quality
Fayetteville Regional Office
June 9 000
Date
State Review Group Review
Engineer Bennie Qoetze
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Mount Gilead - WWTP
2) WWTP design capacity 0.85 MGD
3) NPDES Permit No. NCO021105 Expiration Date: 8 3 99
4) Compliance Information:
Present treatment plant performance for previous months, beginning N/A
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
* 16.375 GPD
domestic _ X industrial other
6) Volume from previously approved projects not yet tributary to WWTP:
- 0 - GPD
7) Regional
Recommendations: Approval Denial X
* Presently the Town of Mt. Gilead is under a moratorium. The FRO is working with the Town to lift
moratorium but do not issue permit until the moratorium is officially lifted.
1
No Enclosure

On a Positive Note... `
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The Department of Environment and Natural
Resources believes in Recognizing Excellence
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Now
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NCDENR
k;L NORTH CAROLINA DEPARTMENT OF
/ ENVIRONMENT AND NATURAL RESOURCES
2000
object: Acknowledgement of Application No.
WQ0018487
Homanit USA
Sewer -Public
Montgomery County
If Water Quality acknowledges receipt of your
18. 2000.
ie Goetze for a detailed review. The reviewer will
contact you with a request for additional information if there are any questions concerning your
submittal.
If you have any questions, please contact Bennie Goetze at 919-733-5083 extension 362. If the reviewer
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.
Sincere
Kim H. Colson, P.
Supervisor, Non -Discharge Permitting Unit
Cc: Fayetteville Regional Office, Water Quality Section
Hobbs, Upchurch & Associates
Permit Application File WQOOI 8487
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

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
PUMP STATIONS, FORCE MAINS, AND GRAVITY SEWt,�
(THIS FORM MAY BE PHOTOCOPIED FOR
lUSE
`AS A(N�ORIGINAL)
�e pe�q/��g
Application Number: Wd�l��� / (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.): Town of Mount Gilead
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)): Jimmy R. Haithcock
3. Name and complete address of applicant: Town of Mount Gilead, 110 West Allenton
k►'�RFC
City: Mount Gilead State: North Carolina Zip: 27306
Telephone number: ( 910 ) 439-5111 Facsimile number:( 910 ) 439-1336
4. Project name (name of the subdivision, facility or establishment, etc.): Sanitary Sewer Improvements to
Serve Homanit U.S.A.
5. County where project is located: Montgomery
6. Fee submitted: $ 400.00 (See Instruction C.)
7. Name and complete address of engineering firm: Hobbs, Upchurch & Associates, P.A.
290 S.W. Broad Street, P.O. Box 1737
City: Southern Pines State: North Carolina Zip: 28388
Telephone number: ( 910 ) 692-5616 Facsimile number:( 910 ) 692-7342
8. Name and affiliation of contact person who can answer questions about application: Lee Humvhrev
Hobbs Upchurch & Associates, Engineers
II. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number N/A and the issuance date
3. Applicant is: X public (See Instruction G; skip to item IIA.);
If private, units (lots, townhomes, etc.) are
If sold, facilities owned by a:
leased (Skip to item II.4.);
private
sold
public utility (See Instruction H.);
homeowners' association/developer (See Instruction I.)
4. If project disturbs more than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources for approval: May 04, 2000
5. If project includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval: October 1999
6. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g., Neuse River basin buffer rules): N/A
FORM: PSFMGSA Instructions 10/99 Page 3 of 6

III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two-wprd description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry, apartments, condominiums, etc.): Industry
2. Volume of wastewater generated by this project: 16,375 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): Jordan Lumber 355
Employees a�25 gpd = 8875 Homanit 300 Employees na, 25 gpd = 7,500
4. Nature of wastewater: 100 % Domestic/Commercial; % Industrial;
Other waste - specify:
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility: N/A
b. If a pretreatment permit is required, has one been issued? N/A Yes No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: 5192 LF 8" Sanitary Sewer and 11787 LF 8" Force Main, appurtenances and
Pump station
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction J.):
Town of Mount Gilead Wastewater Treatment Plant
3. WWTF permit number: NCO021105
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See Instruction
J.): N/A
5. Permit number(s) for sewers immediately downstream: W00003425
6. Pipe diameter of sewers immediately downstream: 8" PVC
7. Engineering evaluation of downstream sewers' ability to accept the wastewater from this project (See
Instruction K.) is provided on page 8 of the calculations.
8. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
8"
5192
9. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria
and 15A NCAC 2H .0200? X Yes; No. If no, please identify criteria and explain:
FORM: PSFMGSA Instructions 10/99 Page 4 of 6

V. PUMP STATION INFORMATION (Complete Page 5 of 6 for each pump station included in this project.)
1. Pump station number or name: Homanit Pump Station
2. 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 (See Instruction L.):
Standby Generators — see attachment in Pump Station calculations booklet.
3. Design flow of the pump station: .048875 million gallons per day
4. Operational point(s) of the pump(s): 320 gallons per minute at 94.09 feet total dynamic head (TDH)
5. Number of pumps provided (15A NCAC 2H .0219(h)(2)): 2
6. Number of pumping cycles at average daily flow (15A NCAC 2H .0219(h)(2)): 5 cycles per hour
7. For extended travel times (greater than 24 hours) or if appropriate pumping cycles are not met, describe odor
and corrosion control measures taken: N/A
8. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Sheet Number of the
Plans
Page Number in the
Specifications
Alternate Power Source:
Portable Generator (telemetry and receptacle required)
On -Site Generator (automatic transfer switch required)
20
Sec. 7 Page 8
Wet Well Vented with Screen
19
Sec. 9 Page 1
Fillets in Wet Well
19
Sec. 7 Page 10
Check Valves and Gate Valves
19
Sec. 7 Page 11, 12
Security Fencing
3,18
Sec. 8 Page 1
Lockable Wet Well Cover and Dead Front Control Panel
20
Sec. 7 Page 10 & 6
Area Light
20
Sec. 7 Page 26
110-Volt Electrical Convenience Outlet
20
Sec. 7 Page 7
High Water Alarms:
Audible Alarm
Visual Alarm
Auto-Dialer/Telemetry
20
Sec. 7 Page 7
20
Sec. 7 Page 7
Non -Corrosive Guide Rails/Lift Chains
19
Sec. 7 Page 5
All -Weather Access Road
18
Sec. 7 Page 12
1 1
9. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (hoist, odor control equipment, etc.):
10. a. 100-year flood elevation: N/A feet mean sea level
b. Finish grade elevation of the pump station: N/A feet
c. Measures taken to protect the pump station against flooding (15A NCAC 2H .0219(h)(6)): Not in Flood
Plain
FORM: PSFMGSA Instructions 10/99 Page 5 of 6

11. Summary of FORCE MAIN to be permitted, by diameter and length:
Diameter
(inches)
Length
(linear feet)
High Elevation
(feet)
Discharge Elevation
(feet)
Pump -Off Elevation
(feet)
8"
11,787
480.00
397.70
422.81
12. Station location of air -release valves (15A NCAC 2H .0219(i)(2XQ): Station 42+10 Station 68+65
Station 112+10
Note: Air -release valves must be provided at all high points along the force main where the elevation
difference exceeds 10 feet.
Professional Engineer's Certification:
I, Michael C. Wicker , attest that this application for Sanitary Sewer Improvements to
Serve Homanit U.S.A. has been reviewed by me and is accurate, complete and consistent
with the information supplied in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations and Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted
February 12, 1996. Although certain portions of this submittal package may have been developed by other
professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this material
and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-
215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in
any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as
civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
I, Jimmy R. Haithcock, Mayor, attest that this application for Sanitary Sewer Improvements to Serve Homanit
U.S.A. has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if
all required parts of this application are not completed and that if all required supporting information and
attachments are not included, this application package will be returned to me as incomplete. Note: In accordance
with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: G' S 60,
FORM: PSFMGSA Instructions 10/99 Page 6 of 6

MAY.1Q.20000 11:3GAM1M ENVIRONMENTAL MGMTSOC NO.1732 P;2i23
State of North Carolina
Department of Environment and Natural Resources
Divisien of Water Quality
WATERSHED CL"SMCATYON ATTACHMENT
Any changes made to this form will result in the application being returned,
INSTRUCTIONS: (THIS FORMMAYBB PH0=0PLSD FOR USE ASAN O UGIMAL)
To determine the classification of the watersbed(s) in which the subject prejeet will be located, you are required to
submit this form, with Items i thtovgh 8 completed, to the approprine Division of Water Quality Reginnal OfRcc
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At aminimum, you must
include an 8.5" by 11" copy of the portion of a 7.5-minute USGS Topographic Map d= shows the smfitce waters
immediately dowmlope of the project. You must identify the location of the project and the a wa% downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Noose River Basin, also include a copy of the soil survey map for the project location, Ilse
eorrespoltding non-ibscharge application may not be submitted until this form i8 completed by the appropriate
regional oMee and included with the submitteL
1. Applicant's name (name of die municipality, corporation, iadividsal, etc.): Town of Mount Mead
2, Name and complete address of applicant: 110 WestAl x*m Street
City: —T2M 2f Mount Gilead 5t$te: NC Zip: 27306
Telephone number 1 a ) 439.S l l l Facsimile mmiber: [phone]
3. Project name (name of the subdivision, facility or establisheat, eta,): Sewer Improvements to
Ae re HomwiT V.S.A
4. County where project is located: Montgoroery
S. Name(s) of closest surface waters: Han Rnnch
6. River basin(s) in which the project is.lowted: Pas Dee River Basim
7, Topographic map name and date: Uses —Try. North Carolfna -1982
8. North Carolina Professional FlgirwW s seal, sure, and date:
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
Please provide me with the claseification(s) of the surthce waters, wamTshe
these actives will occur, as identified on the attached map segment
Name(s) of surface waters and river basin(s): A a N LA
Classification(s) (as established by the EMC): C
Proposed ehtssification(sa if applicable: 8/4
River basin buffer rules, if applicable: N/A
Signamrre of regional office personnel: A� Date: 00
do(s) where
FORM: WSCA 10/99 Page I of 2