WQ0045814_Application (FTSE)_20240918

Landworks Design Group, P.A.
1230 West Morehead Street,Suite 304 Tel:[phone]
Charlotte, NC 28208 Fax:[phone]
e rams xa U'v,EDfr Cinc°xT;-
n' 8 2024
Date: September 17, 2024
ovapios
r E REGIONAL OFFICE
To: NCDEQ
Mooresville Regional Office
610 E. Center Ave.
Mooresville, NC 28115
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: LOSO Springs
Job#: 23076
Re: LOSO Springs Private Sanitary Sewer
On behalf of FHNC 4524 South Boulevard, LLC. We are submitting a Fast-Track Application (FTA 10-
23) for gravity sewers for the construction of"LOSO Springs" private sanitary sewer and related
appurtenances.
• Project Narrative
• (2) Copies of completed application FTA 10-23
• Corporation Document for FHNC 4524 South Boulevard, LLC
• Flow Acceptance Letter
• Flow Reduction Approval Letter
• Area Map
• Street Level Map
• $600.00 fee
Appropriate forms have been signed by the proper representatives.
We look forward to your favorable review and approval of the proposed construction. Should you have
any questions or if we could aid in your review, please feel free to contact me at 704.841.1604.
Regards,
Landworks Design Group, PA.
Steven S. Wilson, PE
P:12023 Jobs123076-4524 South Blvd-PGCIPermit Submittals&ApprovalslUtility SubmittalslPrivate W&SISewer123076 DENR
Private Sewer Submittal Memo-Cover letter.docx

Landworks Design Group, P.A.
1230 West Morehead Street,Suite 304 Tel:[phone]
Charlotte,NC 28226 Fax:[phone]
Project Narratives
6 " � 6i2
Date: September 17, 2024OROS
OGRE `ILLE REGIONAL OFFICE
To: NCDEQ
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project LOSO Springs
Job#: 23076
Re: LOSO Springs Sanitary Sewer Narrative
The proposed LOSO Springs will be a 78 -townhomes and 1 self-storage building with 1 retail
space & 1 office space.
This project will consist of approximately +/- 1,736 LF of 8" private gravity sewer and related
appurtenances, which will connect to an 8" public gravity sanitary sewer within the project area.
The estimated sewage flow from this project is 15,941 gpd based on the following calculations:
78 units @ 190 GPD per unit= 14,820 gallons per day.
653 self-storage units @ 1 GPD per unit= 653 gallons per day
886 sf retail space @ 50 GPD per 100 sf=443 gallons per day
1 office space with 1 employee (1 shift) @ 25 GPD per employee per shift= 25 gallons per day
Regards
Landworks Design Group, P.A.
Steven S.Wilson, PE
P.12023 Jobs123076-4524 South Blvd-PGCIPermit Submittals&ApprovalslUtility SubmittalslPrivate W&SisewerQ3076 DWQ-Fast Track
Narrative.docx

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FAST
10-23&SUPPORTING DOCUMENTATION
Application Number: { , i o be completed by DwR
All items must be completed or the application will be returned E
_. 1
82024
I. APPLICANT INFORMATION:
1. Applicant's name: FHNC 4524 South Boulevard LLC(company,municipality,HOA,utility,etWORES ,E iEGIC=1AL OFFICE
2. Applicant type: ❑Individual ®Corporation ❑General Partnership ❑Privately-Owned Public Utility
❑Federal ❑State/County ❑Municipal ❑Other
3. Signature authority's name:James Cole per 15A NCAC 02T.0106(b)
Title:Managing Member
4. Applicant's mailing address:300 W. Summit Ave.Suite 250
City:Charlotte State:NC Zip:28203-4476
5. Applicant's contact information:
Phone number:[phone] Email Address:jcole(cr�,providence rg_oup.com
II. PROJECT INFORMATION:
1. Project name:LOSO Springs
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project ❑ARPA funded
If a modification,provide the existing permit number:WQ00 and issued date:
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number:WQ00
3. County where project is located:Mecklenburg
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.1798' Longitude:-80.8778'
5. Parcel ID(if applicable): 14907329(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Steven Wilson License Number: 15497
Firm:Landworks Design Group P.A.
Mailing address: 1230 W Morehead Street Suite 304
City: Charlotte State:NC Zip:28208-
Phone number:[phone] Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Sugar Creek Permit Number:NCO024937
Owner Name:Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ
2. Downstream(Receiving)Sewer Information: 8 inch Z Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s):
FORM:FTA 10-23 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No E N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been attached?
[:]Yes FINo ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an H0A/P0A Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.01 15(c)been attached?
❑Yes ❑No E N/A
4. Origin of wastewater:(check all that apply):
❑Residential(Individually Owned) Retail(stores,centers,malls) ❑Car Wash
Residential(Leased) ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care ❑Medical/dental veterinary facilities ❑ Swimming Pool/Clubhouse
❑Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
Businesses offices factories ❑Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 93%Domestic 7%Commercial %Industrial(See 15A NCAC 02T.0 103(201)
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? EYes ❑No
➢ If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,nNo.of Units Flow
Townhomes 190 gal/unit/day 78 14,820 GPD
Self-Storage I gal/unit/day 653 653 GPD
Retail 443 gal/day/unit 1 443 GPD
Office 25 gal/day/unit 1 25 GPD
gal/ GPD
gal/ GPD
Total 15,941 GPD
a See 15A NCAC 02T .01 14(b), (d).(e)(11)and(e)(2)for caveats to wastewater design flow rates(i.e.proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T.01 14(c),design flow rates for establishments not identified[in table 15A NCAC 02T.0 1141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 15,941 GPD(per 15A NCAC 02T.0 114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑Flow has already been allocated in Permit Number: Issuance Date:
❑Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
FORM:FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Severs):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 1,736 PVC/DIP
➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: Longitude:- °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b.❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A t`�,�CAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B)'
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump,including travel timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM:FTA 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305( ,&(g)) ®Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'Water mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
'Water mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
"Waters classified WS(except WS-I or WS-V),B,SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
"Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305(f�or(g),see Section X.1 of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑Yes ❑No ®N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑Yes Basin name: ®No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained.Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans,stormwater management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑Yes ®No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes,include an attachment with details for each line,including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permtttee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM:FTA 10-23 Page 4 of 5

X. CERTIFICATIONS: Minimum Design Criteria for the Permitting of um Stations
1. Does the submitted system comply with 15A NCAQ 02T the �_ eria(latest version as applicable?
mimmumi —Crit
and Force Mains(latest version,and the Gravity Sewer D"es i gn
Yes F1 No
variance, complete and submit the Variance/Alternative Design Request application
a single varian of the re nest will be issued
If no, for projects requiring ing documents for review to the Central Office. A roval
(VADC 10-14) and support Kr_
ermit and ro*ects reguirin a variance a
concurrent) with the a roval of the ariance;or where the variance is determined b the Division to be a
For i3roiec e uirin two or,unlficant portion of the proiect r more v
review the full technical review is required.
2. Professional Engineer's Certification:
attest that this application for
(project Name from AI5plication hem 11-1)
on item III.
(professional Engineer's name from App ica i Ii t
has been reviewed by me and is accurate, complete information supplied in the plans,
and consistent with the
d all other supporting documentation to the best the
knowledge. I further
ns,
specifications,engineering calculations,an ed in accordance with the applicable regulatio
attest that to the best of MY knowledge the proposed design has been prepar
Sewers(latest version),and the mum Design Criteria for.the Fast.-Track Permittin
in Criteria for Gravity Sewe
Minimum Desig.. t version). Although other professionals may have developed certain portions of this
of PuMp Stations and Force Mains(latest
submittal package, 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.
who knowingly makes any false
with General Statutes 143-215.6A and 143-215.613, any person
NOTE — In accordance w 11 be guilty of a Class 2 misdemeanor, which may
certification in any application packages on of the application
statement, representation, or certif as civil comp)
t up to$25,000 per violation.Misrepresentati
include a fine not to exceed$10,000,as well liance with the applicable Rules and design criteria,may subject
including failure to disclose any design non-comp
information, Professional Engineer to referral to the licensing board.(21 NCAC,56.,�07,70,
..................
the North Carolina-licensed
North Carolina Professional Engineer's seal,signature,and date:
y
A.�
r
AL
497
/VGINV�
................... ................
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3. Applicant's Certification per 15ANCAC 02T.0106(b): LOSO Springs
1, James Cole attest that this application for (Project Name from Application item
(Signature Authority Name from Application Item I,3 J
tion has been reviewed anon
and is accurate and complete to the best of my knowledge.
attest that this application are not completed and that if all required supporting documentation
I understand that if all required parts of this application e is su orbject to being returned as inco the land will result mpin lan ete. I understen
and that any
and attachments are not included,this app-disclication pac tem tkago surfac immediate enforcement
discharge of wastewater from this nonharge sysewaters
action that may include civil penalties, pr
injunctive relief,and/or criminal osecuon. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understtiand that if all required parts of this application
package 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 General Statutes 143-215.6 and 143 15.6B, any person wh knmisd eowingmeanorly makewhich ms any falay
se
statement, representation, or certification in any application package shall be guilty of a Claso s 2 ,
include a fine not to exceed$109000 as well as civil penalties up to$25,000 per violation.
cDate: A
Signature:
Page 5 of 5
FORM:FTA 10-23

CHARLOTTE
W TER
July 2, 2024
Mr. Long Quach
Landworks Design Group, PLLC
1230 W. Morehead Street
Suite 304
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
LOSO SPRINGS
524 SOUTH BOULEVARD,CHARLOTTE, NC 28209
CLTWATER TRACKING#20241415
After an analysis of the sanitary sewer associated with the proposed design of project, 20241415,
LOSO SPRINGS, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 15,941 gallons per day(78 units x 190 gpd/unit;653 storage units x 1 gpd/unit;886
sfx 50 gpd/100 sf; 1 emp x 25 gpd/emp) at the connection point(s) indicated on the submitted utility
plan for transmission to the Sugar Creek Wastewater Treatment Plant; NPDES permit number
NC0024937, for treatment. This acceptance of flow is based upon the existing capacity of the
designated publicly owned treatments works. Please find FTSE document attached.
Charlotte Water(CLTWater) 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, PWS ID#0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained construction has not started
within two(2) years of issuance of this flow acceptance and payment for any service connections
have not been received within two(2)years of issuance of this flow acceptance letter this flow
acceptance approval shall be rescinded and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at(704)432-5801.
Sincerely,
Avvz&( ,
Guillermo Anzola /Engineering Assistant
CHARLOTTE WATER
Charlotte water 7., Brookshire B vd,CI a lotte,NC 2321-, chat ttewaler 0 g
operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
r Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Landworks Design Group
Project Name for which flow is being requested: LOSO Springs
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit#: NCO024970,NCO024945,NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.000
d. Estimated obligated flow not yet tributary to the WWTP 15.490704
e. WWTP facility's actual avg. flow 70.142
f. Total flow for this specific request 0.015941
g. Total actual and obligated flows to the facility 85.648
h. Percent of permitted flow used 86.5%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity,* (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
N/A
*The Firm Capacity(design flow)of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor(pi)not
less than 2.5,per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
x**A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is<0.
Downstream Facility Name (Sewer): South Blvd.
Downstream Permit Number: Unknown
Page 1 of 2
FTSE 10-23

III. Certification Statement:
I Keri Cantrell certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Digitally signed by Keri Cantrell
Date: 2024.06.27 18:13:49-04'00' 6/27/2024
Adobe Acrobat version: 2024.002.20759
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 2
FTSE 10-23

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9/18/24,2:34 PM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List - View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
FHNC 4524 South Boulevard, LLC
Information
Sosld: 2711008
Status: Current-Active (D
Date Formed: 9/22/2023
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnuall. Report Status:
Registered Agent: Freeman, James
Addresses
Mailing Principall. Office Reg Office
300 W. Summit Ave, ste 250 300 W. Summit Ave, ste 250 300 W. Summit Ave, Suite 250
Charlotte, NC 28203 Charlotte, NC 28203 Charlotte, NC 28203-4476
Reg Mailing
300 W. Summit Ave, Suite 250
Charlotte, NC 28203-4476
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member Managing Member Managing Member
James Cole James Q Freeman Eric Nichols
300 W. Summit Ave, ste 250 300 W. Summit Ave, ste 250 300 W. Summit Ave, ste 250
Charlotte NC 28203 Charlotte NC 28203 Charlotte NC 28203
https://www.sosnc.gov/online_services/search/Business_Registration Results

State of North Carolina
Department of Environment,
Health and Natural ResourcesPF
4 �►
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr.,-P.E., Director
February 13, 1995
Barry M. Gullet,F.E., Deputy Director
Charlotte-Mecklenburg Utility Department
5100 Brookshire Boulevard
Charlotte,North Carolina 28216
RE: Charlotte Mecklenburg Utility Department
Reduction in Wastewater Flows
Mecklenburg County
Dear Mr. Gullet:
On July 20, 1994,the Division received your wastewater flow reduction request and support
documentation concerning wastewater flows associated with the entire Charlotte-Mecklenburg Utility
Department service area. Your letter requested the Division allow the reduction of wastewater flows from
250 GPD per dwelling unit which was previously approved in accordance with North Carolina
Administrative Code,to 190 GPD per dwelling unit for single family residential areas and 135 GPD per
-.-dwelling._unit.for.multi-family residential areas..In support of your request,documentation was provided
from the existing Irwin, Sugar,and McAlpine Creek wastewater treatment plant service areas.
The documentation provided in support of the flow reduction request was compiled by Camp
Dresser&McKee starting in late 1990 and is currently ongoing. Data submitted to the Division was not in
strict accordance with 15A NCAC .0219(1)(3),however,in view of the submitted documentation,
adequate justification was provided in support of the wastewater flow reduction request. The work
completed by Camp Dresser&McKee consisted of tracking base wastewater flows,groundwater
infiltration,and rainfall-dependent infiltration/inflow for the Irwin, Sugar, and McAlpine Creek
wastewater treatment plant service-areas. Data was collected from 106 flow monitors(both permanent and
temporary)and 14 rain gauges during November and December 1991 located along major sewer trunklines
within the study area. Existing dry-weather flows were developed for each of the three(3)wastewater
treatment plant service areas which included groundwater infiltration. The service area dry-weather flow
estimates were further broken-down into thirteen(13)drainage basins. These revised dry-weather flow
estimates were compared to land-use based flow estimates developed using existing land data for 446 .
Origination and Destination(O&D)planning zones as provided by the City of Charlotte's Department of
Transportation. From this comparison the revised wastewater flows were developed. Although these
numbers were developed for Irwin, Sugar, and McAlpine Creek service areas,the results would also be
applicable to both the Mallard Creek and McDowell Creek wastewater treatment plant service areas.
In view of the information submitted,the Division of Environmental Management will allow the
use of 190 GPD per dwelling unit for single family residential areas and 135 GPD per dwelling unit for
multi-family residential areas on all applicable non-discharge permit applications for future wastewater
collection extensions which will be made tributary to all five(5)Charlotte-Mecklenburg Utility Department
wastewater treatment facilities. This consideration applies to any applicable future projects submitted to
this Division as well as any projects which are presently under review. Wastewater flows presently
tributary to the wastewater treatment facilities can be adjusted upon negotiations between the Charlotte-
Mecklenburg Utility Department and the Division's Mooresville Regional Office.
P.O.Box 29535, Raleigh,North Carolina 27626-0535 Telephone [phone] FAX [phone]
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Charlotte-Mecklenburg Utility Department
February 13, 1.95
The Division does have concerns regarding the proposed sewage flow rates with respect to
infiltration and inflow. Although the 190 GPD per dwelling unit for single family residential areas and
135 GPD per dwelling unit for multi-family residential areas are justifiable flow rates,the Charlotte-
Mecklenburg Utility Department has in essence reduced the safety factor typically associated with
infiltration and inflow. The flow rate established by the Division does allow for some infiltration and
inflow. The Division is of the opinion that proper wastewater collection system management is more
effectively and efficiently accomplished by the entity that is accountable for ensuring overall compliance
with all aspects of wastewater collection,treatment, and disposal requirements. In this view,we look
forward to continued progress by the Charlotte-Mecklenburg Utility Department to fully assume the
wastewater collection permitting program.
ents regarding this matter,please contact Mr.Michael D.Allen
If you have any questions or comm
at(919)733-5083.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: Mooresville Regional Office,Water Quality
State Engineering Review Group