WQ0029196_Regional Office Historical File Pre 2018

7,,
Michael F. Easlev„ Governor
William G. Ross Jr.„ Secietary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 19, 2005
Mr, Eddie Faulkner, Director of Public Works
Town of Maiden
113 W. Main Street
Maiden, NC 28650
Subject: Permit No. WQ0029196
Town of Maiden Propst Sewer Line
Wastewater Collection System Extension
Town of Maiden
Catawba County, North Carolina
Dear Mr. Faulkner:
In accordance with your application received on August 3, 2005, we are forwarding herewith
Permit No. WQ0029196, dated August 19, 2005, to the Town of Maiden for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules, Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
1,•Pitri Carolina
Aaturally
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.entstatemc „US Customer Service. 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycied/10% Post Consu

Mr, Faulkner
Page 2
August 19, 2005
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, perrnission is hereby
granted to the Town of Maiden for the construction and operation of approximately 2,652 linear feet of
8-inch gravity sewer as part of the Town of Maiden Propst Sewer Line project, and the discharge of
8,160 gallons per day of collected domestic wastewater into the Town of Maiden existing sewerage
system, pursuant to the application received August 3, 2005, and in conformity with 15A NCAC 2H
.0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Maiden
WWTP (NPDES No. NC0039594) prior to being discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
rNSA
for Alan W. Klimek, P.E.
cc: Catawba County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No, NC0039594)
Richard Anderson, HSMM Inc.
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system perrnit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
,0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

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4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
Per 15A NCAC 2H .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Perrnittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215,6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Perrnittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 28 .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 28 .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Perrnittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part. II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 19th day of August, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for AlanW. Klimek, P.E., rector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0029196

T-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
0
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed DWQ) 1f;L-cl
1. Owner
la, Town of Maiden
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Eddie Faulkner, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc, The legal entity who will own this system is:
0 Individual 0 Federal Municipality 0 State/County El Private Partnership 0 Corporation 0 Othe
ld. 113 W. Main Street le, Maiden
Mailing Address City
if North Carolina lg, 28650
State
1h. [phone] [phone]
Telephone Fac-simile
2, Project (Faci)ity) Information'
—I 2a. Town of Maiden Propst Sewer Line
a. Brief Project Name (permit will refer to this name)
'CC 3. Contact Person.
.ce 3a, Richard Anderson, P,E„ Engineer for the Town of Maiden
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone]
3c, randerson@hsrnm,com
Phone Number E-mail
Zip Code
1j.
E-mail
2b. Catawba
County Where Project is Located
s
ci
1 Project is New El Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit
2. Owner is Z Public (skip to Item B(3)) El Private (go to item 2(a))
2a. If private, applicant will be: 2b if sold, facilities owned by a (must choose one
0 Retaining Ownership (i,e, store, church, single office, etc.) or 0 Public Utility (Instruction III)
2 0 Leasing units (lots, townhomes, etc, - skip to Item B(3)) 0 Homeowner Assoc,/Developer (Instruction IV)
0 0 Selling units (lots, townhomes, etc. - go to Item B(2b))
.....
3, Town of Maiden
Owner of Wastewater Treatment Facility (WAITE) Treating Wastewater From This Project
cxi
2
et 4a. Town of Maiden VVWTP 4b, NC0039594
Name of WWTF VWVTF' Permit No.
I 0
5a. N/A -.51q. 0 Gravity 5c.
' Z Owner of Downstream Sewer Receiving Sewer Size ,0 Force Main Permit Number of Downstream Sewer (if known
,
I.- 6. The origin of this wastewater is (check all that apply):
Z Residential Subdivision 0 Car Wash
0 Apartments/Condominiums 0 Institution
0 Mobile Home Park El Hospital
0 School 0 Church
0 Restaurant 0 Nursing Home
0 Office Ej Other (specify):
7. Volume of wastewater to be allocated for this particular project: 8,160. gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
% Domestic/Commercial
% Industrial
% Other (specify):
FTA 02/03 - Rev. 3 04/05

„ ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS„AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
,0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3),
17 residences at 480 gpd each (4 bedrooms 120 gpd/bedroom)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8
Gravity or Force Main
(use the pull down menu)
2,652 Gravity
ENTER TOTAL LINE LENGTH IN MILES 4,3
0 1 Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
re
0
z
u_
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (I- dual line feed; 2- permanent generator WATS; 3-
plans for cross-reference) (MGD) GPM TDH portable generator w/telemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No
Sedimentation and Erosion Control Plan? Ej Yes No
Stormwater? El Yes 0 No
14, Does this project involve aerial lines or siphons? Check if yes: El
These lines will be considered high priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum siope Lines instalted outside this tolerance should be
corrected prior to submitting the final engineering certification.
N/A
N/A
N/A
FTA 02/03 - Rev. 3 04/05

PrST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
LI A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
El A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody,
z
0
z
0
Location ID on Map
(self chosen - as shown on
map for cross-reference)
OFEk 7r1.)
Name of
Waterbody
Un-named Tnbutary to
Maiden Creek
County
Catawba
Waterbody Stream Waterbody
River Basin Index Classification
Catawba 11-129-5-7-2-(3)
Submit the 85" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, 7-'eld Ci"rk „ attest that this application for Town of Maiden Propose Sewer Line has been reviewed by me and is
accurate and complete to the best of my knowledge, I understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete, Note: In accordance with North Carolina General Statutes 143-215,6A and
143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application
shall be 9u111y of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$2 0
r
OffiCia Signature
2. Professional Engineer's Certification:
I attest that this application for Town of Maiden Propose Sewer Line has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although 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 materialand have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215„6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Richard Anderson
Professional Engineer Name
2b, HSMM. Inc.
Engineering Firm
2c, 1460 John 8. White,Sr,Blvd
Mailing Address
2d, Spartanburg
City
2g. [phone] 2h. [phone]
Telephone Facsimile
2e, SC 2f 29306
State Zip
21 rande nthsmrn.com
E-mail
Seal, Signature & Date
1TA 02/0.3 Rev, 3 04/05

Permit Numb
Program Category
Non -discharge
Permit Type
Gravity Serer Extension, Pump Static ns, Pressure Server Individual
0029196
Central Files:APS
PermitTracking Slip
Extensions
Primary Reviewer
d e.browder
Permitted Flow
Faeitity
Facility Name
Town of Maiden Propst Sewer Line
Location Address
vvner Name
Town of Maiden
Events
Orly Issue
Apt) Received
08/03/05
leauled Activities
Duffel! IUL'
Waterbady Name
status
In review
Version
Permit Contact ,Affiliation
Project Type
New Project
Permit Classification
Major/Pwl9inr Region
Minor Mooresville
County
Catawba
Facility Contect Affiliation
Scheduled
t Initiated Issuance
s
am In
Owner Type
Government- Municipal
08
Owner Affiliation
Todd Clark, Manager Town
PO Box 125
Maiden
Public Notice issu
fiber
NC
Effective
Additional orrn rt requested
Additional information received
Cure
s
Expiration
subbasin

August l , 2005
T.0 Department of Fnvirc>intet�
& Natural Resources
DWQ Non -Discharge Penn ittin .
Mooresville Regional Office
610 E. Center Ave. Suite 301
Mooresville. NCarolina 2i
Re:
ei Propt Sewer
Gidon, Ni..
Commission No. 60726.11
Dear Sir or Madam.:
Enclosed. please find a Fast Track pplicaGravity Sewers, Pump Stations, and Force
is package for Town of Maiden Props t ewer Line. Included is the application form, a
ck for S400.00 dollars for the application fee, and a USGS map.
li you have any comments ~r uetiotis concerning this smitta, please do not l esitate to
contact inc at _597-05 0.
Si c
Richard And
Project Mana!
enclosures; as noted
Copieo: Mr. Eddie Faulkner,'"I o n cat l+laiden
Project File