HomeMy WebLinkAboutWQ0021813_Regional Office Historical File Pre 2018Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Coleen H, Sullins, Deputy Director
Division of Water Quality
February 24, 2004
Mr. William Cook, President
Continental Communities/Charlotte, LCC
150 E. Broad Street Suite 200
Columbus, Ohio 43215
Subject: Permit WQ0021813 Modification
Atkins Circle Apartments
Dear Mr. Cook:
WC t IT, OF EN IR
AND NATURAL
FEB 2 5 2004
AT'ACTION
The Division is in receipt of a letter from consulting engineer Jeffrey C. Orsborn of GNA
Design Associates regarding a modification to the subject permit (enclosed). The letter
states that the project is nearing completion and more multi -family units have been added
than permitted. The letter further indicates that this was an inaccuracy in the original permit,
presumably on our part.
Upon review of our records, the permit application submitted September 11, 2002 clearly
indicated 444 multi -family units for a total flow of 59,940 gallons per days The application is
sealed by Mr, Jeff Oden of GNA Design Associates, Inc. and signed by yourself (enclosed).
Therefore, this is not a correction and a formal permit modification is required to be
submitted using our Fast -Track application along with a $400 application fee.
Since the project is nearing completion per Mr, Orsborn's letter, please be aware that this
permit should have been modified prior to constructing the additional multi -family units to
ensure approval to operate. There appears to be a significant increase in units and flow
allocated from the original permit. Submission of a permit modification to increase flow,
securing a revised flow acceptance letter from Charlotte -Mecklenburg utilities, and the fact
that these units are built does not guarantee issuance of a revised permit. Our Mooresville
Regional Office, upon receipt of the permit modification application, will evaluate whether
Charlotte-Mecklenburg's wastewater treatment plant and the sewer system conveying flow
to the plant has adequate capacity to handle the additional flow. If adequate, a modification
will be issued. Any future additions or changes to anything in the permit system description
requires a permit modification prior to implementation.
Non -Discharge (Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http://h2o.enr.state.ne.us/ndpu
Telephone (919) 733-5083 Fax (919) 715-6E4f
Telephone 1 B00 623.7748
50% recycied/10% post -consumer paper
Mr. Cook
February 24, 2004
Page 2
The Fast -Track permit application is located at
http://h2o.enr.state.nc.usindpu/ndpuapps.html. Please include only the modified
components and do not duplicate the already permitted units and flow. Also note that upon
final inspection, an Engineering Certification with record drawings is to be submitted to the
Division prior to operation of the system.
If you have any questions about this process, please contact me at 91 9-733-9083 x 371 or
via E-mail at marie.doklovic@ncmail.net. Alternatively, Ms. Sonja Williams is the
Mooresville Regional Office contact. She can be reached at 704-663-1699 or at
sonja.williams@nemail.net.
Sincerely,
K. Marie Doklovic, PE
Environmental Engineer
Enclosures
CC: Sonja Williams, Mooresville Regional Office
Jeffery C. Orsborn, PEIGNA Design Associates,Inc.
428 E Fourth St., Suite 408, Charlotte, NC 28202
Central Files — WQ0021813
rP1A DESIGN ASSOCIATES, INC.
GNA DESIGN
ASSOCIATES, INC.
428 East Fourth Street
Suite 408 (704) 373-1907
Charlotte, NC 28202
Fax (704) 358-0766
Principals
Teresa L. Hawkins, ASLA
Landscape Architecture
Jeff D. Oden, PE
Civil Engineering
F. Lee Howell, PLS
Surveying
February 20, 2004
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: WQ0021813
Atkins Circle
To Whom It May Concern:
RECEIVED
WATER rtUAt1PY SE urto '
FEB 2 3 Z@ J4
Norl-bischaip Permitting
I previously permitted the above referenced project in October 2002. The
project is nearing completion, and the developer has made one final
revision to add a few more multi -family units. In evaluating the permit your
office issued, it seems the number of multi -family units previously permitted
was not accurate, and thus the permitted flow was not accurate. With this
letter, I request the above permit be modified to allow for the discharge of
75,870 gpd (562 units x 135 gpd). I have attached a revised flow
acceptance letter from Charlotte -Mecklenburg Utilities Department.
Please note, the overall length of pipe permitted and all other provisions are
still correct. If any further information is required, please don't hesitate to
contact me.
Sincerely,
GNA DESIGN ASSOCIATES, INC.
effery C. Orsborn, PE
Project Manager
JCO/It
G:tcaddlproj1517751correspondence1022004LT-NC DEN R-SEWER.wpd
February 10, 2004
Mr. Jeffery Orsborn
GNA Design Associates, Inc.
428 East Fourth Street
Suite 408
Charlotte, NC 28202
SUBJECT:
CD)
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
WATER AND SANITARY SEWER FLOW ACCEPTANCE
ATKINS CIRCLE APARTMENTS, JOHNSTON ROAD
TAX PARCEL# 223-231-40, 223-231-41, 223-231-03
Dear Mr. Orsborn:
RECEIVED
WATER QUALITY SEGTIO I
FEB 2 3 2004
tJon-Dischar cue Pecmiiting
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the sewage flow of 75,870 gallons per day (562 units x 135 gpd/unit) from this project for
transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for
treatment. This acceptance of flow is based on the existing capacity of the designated publicly owned
treatments works; which is contingent upon final acceptance and issuance of a discharge permit from the
appropriate local, State, or Federal Agency, whichever might have control.
Upon completion and acceptance of all necessary water mains, C-MU agrees to furnish water to the
subject project. The water quality to the subject project is regulated by the State Drinking Water Act
Amendments of 1986 and The Water Supply Management Plan, dated January 2000, (WSMP # 00-
00251 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR. However, C-MU
cannot guarantee a constant pressure or quality of flow. This agreement is also contingent upon approval
by the Division of Environment, Health, and Natural Resources.
C-MU does not expect any of the above conditions preclude water or sewer service to the subject site.
However, the applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the C-MU system is accepted on a first come, first served basis.
If you have any questions, please contact me at (704) 391-5129.
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
1436144ke
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: 704/393-2219
Application Number: �i UU L.i 0 13
(to be completed by DWQ)
GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.):
Continental Communities/Charlotte, LCC
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
William H. Cook, President
3. Name and complete address of applicant:
150 E. Broad Street, Suite 200
City: Columbus State: Ohio Zip: 43215
Telephone number: ( 614 ) 228-1362 Facsimile number: ( 614 )221-0518
4. Project name (name of the subdivision, facility or establishment, etc.):
Atkins Circle
5. County where project is located:
6. Fee submitted: $ 400
Mecklenburg
7. Name and complete address of engineering firm:
(See Instruction C.)
GNA Design Associates, Inc.
428 E. Fourth Street, Suite 408
City: Charlotte
State: NC Zip: 28202
Telephone number: ( 70/1 ) 373-1907 Facsimile number: (704 ) 358-0766 _
8. Name and affiliation of contact person who can answer questions about pa p icl ationtiW ;';Er ED ~7
ItL','_�'
Jeff 0rsborn, Protect Manag-r r'T— TE .R Ai ! f nU
OU
II. PERMIT INFORMATION: ' f
I. Project is: X new; modification !DISCHARGE PEF?1d;IT''.1��
2. If this application is being submitted as a result of a modification tIoiC an existing permit, provide:
existing permit number and the issuance date
3. Applicant is: public . X private
If private, units (lots, townhomes, etc.) are: X leased (Skip to item III.); sold
If sold, facilities owned by a:
public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.):
Apartments
2. Volume of wastewater generated by this project: 59.940 gallons per day
3. Explanation of how wastewater flow was determined (1SA NCAC 2H .0219(1)):
444 MT Units x 135 gpd/unit
4. Nature of wastewater: X % Domestic/Commercial; % Industrial;
Other waste - specify:
FORM: FTA 06/00 Page 2 of 5
State of North Carolina RECEIVED
Department of Environment and Natural Resources ''''TER QUALITY SE
Division of Water Quality
SEP 1 1
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package) ': NON -DISCHARGE PERMITT11•
THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL
gI1510,1,
INSTRUCTIONS: Indicate that you have included the. following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
C O A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
.)G o B. Attachment - Submit the completed and properly executed Form WSCA 10/99 for each watershed within the project
location.
�C o C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
f/A D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
NSA E. Operational_Agreements.TSubmit_one_original_and_two_copies_of_a_properly_executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10199. If the applicant is a developer, use Form DEV 10/99.
F. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must be dated Tess than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
By Courier/Special Delivery:
512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: (919) 733-5083
FACSIMILE NUMBER: (919) 715-6048
For more information, visit our web site at: h2o.enr.state.ncus/ndpu/
FORM: FTA 06/00 Page 1 of 5
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:
b. If a pretreatment permit is required, has one been issued? 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: 2 proposed gravity trunk lines flow to a proposed pump
station. Sewage is pv,13e0 to a 3rd proposed gravity trunk line that flows
to a proposed CMUD public sewer.
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Charlotte Mecklenburg Utility Dept. , McAlpine Creek WWTP
3. WWTF permit number (NC00***** or WQ00*****): NC 0024970
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.):
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
6" laterals
1500.0
8"
4990 0
6. Does the subject gravity sewer coIIection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? Yes• X No. If no, please
identify criteria and explain: One length of sewer is proposed to be constructed_ 8'
from a proposed water main. The sewer is very deep through much of.:this
run, and the sewer is always at least 18" below the water main. The manhole
spacing for 2 runs .exceeds 425'. CMUD's maximum is 500' . Our proposed runs
are less than CMUD's maximum. One run is longer due to a storm pipe conflict, t
other is due to a horizontal alignment issue. Please see attached Letter from'-
7. Summary of PUMP STATIONS to be permitted: developer indicating that they will be able t
servic
these
lines
the
future
if
neces s.
No. or
Name
Design Flow
(MGD)
Pump Operational Points
_ GPM @ feet TDH
Reliability Option
Selected
1
0.125
% 7 dio'
3. .
FORM: FTA 06/00
Page 3 of 5
8. Summary of FORCE MAIN to be permitted:
Diameter
(inches)
Length
(linear feet)
4',
1705
9. List any equipment being utilized that is not specifically mentioned elsewhere in the, application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.):
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? X Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IV.6. and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5
V. CERTIFICATIONS
Professional Engineer's Certification:
Jeff D. 0den , attest that this application for Atkins Circle
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. I 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. 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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
SEP ; ' '
?tat -DES PERMIT -MG
{o'
�v�Ile IN ..a• y6
Applicant's Certification: ,
, attest that this application for
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 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a CIass 2 misdemeanor which may include a fine not to
exceed $ I 0,000 as well as civil penalties s to $25,000 per violation.
Signature:
Date: 1. .07,