WQ0041454_Application (FTSE)_20200213

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �/ I q 00� (to be completed by DWR)
All items roust be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: HHHunt Corporation (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
0 Federal ❑ State/County ❑ Municipal
3. Signature authority's name: per 15A NCAC 02T .0106(b)
Title: Vice President
4. Applicant's mailing address: 1401 Sunday Drive, Suite 109
City: Raleigh State: NC Zip: 27607-
5. Applicant's contact information:
Phone number: [phone] Email Address: raclrappelle(t-bhhhunt.com
II. PROJECT INFORMATION:
2.
3.
4.
5.
RECEIV EDihl CDENR/DWR
JAN 31 M0
WQROS
MOORESVILL . REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
RVE1Er�
BY- PEEfU-S
Project name: Liberl1 Crossing Multifamily
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but pail of a master plan, provide the existing permit number: WQ00
County where project is located: Mecklenburg
Approximate Coordinates (Decimal Degrees): Latitude: 35,3609' Longitude:-80.8216'
Parcel ID (if applicable): 019-331-0
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Steve Farmartino License Number: 047366
Firm: Bohler Engineering
Mailing address: 1927 S. Tryon St, Suite 310
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: sfarmartinoAbohlereng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Perin it Number: NCO024970
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ100-19-536 Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®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 ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential 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: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
:Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(f?)
Daily Design Flow °,r,
No. of Units
Flow
Residential Units
135 gal/unit
320
43,200 GPD
Car Wash
1,200 gal/bay
1
1,200 GPD
Pool
10 gal/person
100
1,000 GPD
Fitness Center
50 gal/100 s.f.
325 s.f.
162.5 GPD
gal/
GPD
gal/
GPD
Toted
45,562.5 GPD
a See 15A NCAC 02T .0114(b), M. (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; 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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shalt be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 45,562.5 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1,191 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I ):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
91
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(t) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer 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
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 see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaQe
➢ If noncompliance with 02T.0305(f) or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 021.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ 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 permittee or its representative at least once every six -mouths and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X, CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
►1 •
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
I, Steve Farmartino attest that this application for
(Professional Engineer's name from Application Item 11I.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package 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:
SEAL
e 047366 °
Applicant's Certification per 15A NCAC 02T .0106(b):
I, fret tl � 6 - P� S 1A cf- VU s.& 1VT' attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand 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 143-215.6A and 143-215.6B any person who knowingly makes any false
statement, representation, or certification in any application package 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.
Date: a I `L ( 17-a
FORM: FTA 04-16 Page 5 of 5

CHARLOTTE
Wt)TER
September 5, 2019
Mr. Steve R. Farmartino
Bohler Engineering NC, PLLC
1927 South Tryon Street
Suite 310
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
LIBERTY CROSSING MULTIFAMILY
10236 OLD STATESVILLE ROAD, CHARLOTTE, NC
CLTWATER TRACKING# 20195085
After an analysis of the sanitary sewer associated with the proposed design of project, 20195085,
Liberty Crossing Multifamily, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 45,563 gallons per day (320 units x 135 gpd/unit; 100 persons x 10
gpd/person; 1 bay x 1,200 gpd/bay; 325 sfx 50 gpd/100 sf) at the connection point(s) indicated
on the submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment Plant;
NPDES permit number NC0024970, for treatment. This acceptance of flow is based upon the
existing capacity of the designated publicly owned treatments works. Please see attached NCDEQ-
FTSE form.
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 [phone]
Sincerely,
6vZUe4-m-o- APvz&LG,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
cfn Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
l30toll of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Bohler Engineering NC, PLLC
Project Name for which flow is being requested: Liberty Crossing Multifamily
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 #: NC0024970, NC0024945, N00024937
All flows are in MGD
c.
WWTP facility's permitted flow
99.00
d.
Estimated obligated flow not yet tributary to the WWTP 14.243
e.
WWTP facility's actual avg. flow
75.500
f.
Total flow for this specific request
0.045563
g.
Total actual and obligated flows to the facility
89.743
h.
Percent of permitted flow used
90.7%
Il. 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 / pt), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Long Creek 9.10 3.64 4.84 .63 5.47 -1.83
Paw Creek 10.3 4.12 5.94 .96 6.9 -2.78
* 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
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Trunk to Twin Lakes Business Park
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

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.
Signing Of Signature
Chief Engineer
Title of Signing Official
9/5/2019
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
14 % and 0.96 MGD of the Available Capacity (E) in Pump Station
Long Creek and Paw Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.96 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Long Creek EQ Basin and Paw Creek Forcemain Replacement is in design or under constiuctlon with
planned completion in Long Creek EQ Basin - Complete ; and/or Paw Creek Force Main - 2020
d. The following applies:
Charlotte Water's Community Investment Plan has allocated funds for improvements to the Paw
Creek force main and a five -million gallon EQ basin at Long Creek Pump Station. Long Creek
and Paw Creek pump stations operate as a system using SCADA data to determine the rate of
flow delivered from the upstream pump station, Long Creek, to Paw Creek the downstream
facility. Long Creek pump station has the ability to transfer flows to flow equalization
tanks during peak flow events and then meter out flow to Paw Creek as flow conditions allow.
In addition, the basins for both stations are large and result in a daily peaking factor of
2.06 at Paw Creek Pump Station, which allows the stations to operate safely at flows greater
than 40% of the firm pumping capacity.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
9/5/2019
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

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North Carolina Secretary of State Search Results
Page I of 2
• 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
Business Corporation
Legal Name
HHHunt Corporation
Information
Sosld: 0490682
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 4/8/1999
Fiscal Month: December
State of Incorporation:
VA
Registered Agent: Hunt, Harry H, IV
Addresses
Reg Office
1401 Sunday Drive, Suite 109
Raleigh, NC 27607-5173
Principal Office
800 Hethwood Blvd
Blacksburg, VA 24060-4207
Officers
Reg Mailing
1401 Sunday Drive, Suite 109
Raleigh, NC 27607-5173
Mailing
800 Hethwood Blvd
Blacksburg, VA 24060-4207
Vice President Vice President Vice President
Stephen B Brant SUSAN E CARLTON Harry H Hunt , IV
11237 Nuckols Road 11237 NUCKOLS ROAD 1401 Sunday Drive, Suite 109
Glen Allen VA 23059 GLEN ALLEN VA 23059 Raleigh NC 27607-5173
https://www.sosnc.gov/online_sci-vices/search/Business Registration Results 2/3/2020

North Carolina Secretary of State Search Results
Page 2 of 2
Vice President
Kimberly B Kacani
11237 Nuckols Road
Glen Allen VA 23059
Stock
Vice President
Ann P Kelly
11237 Nuckols Road
Glen Allen VA 23059
Vice President
Janet L. Riddlebarger
800 Hethwood Blvd
Blacksburg VA 24060
President
Daniel T. Schmitt
11237 Nuckols Rd.
Glen Allen VA 23059
https://www.sosnc.gov/online services/search/Business Registration Results
2/3/2020

BOHLER ENGINEERING NC, PLLC
1927 South Tryon Street Suite 310, Charlotte, NC 28203
Professional Engineering Services Telephone: [phone] Fax: [phone]
VIA: FedEx
TO: NCDEQ RE:
Public Water Supply Section
610 East Center Avenue, Suite 301
Mooresville, NC 28115
LETTER ,R*bYQJML
JAN 31 2020
Liberty Crossing WQROS
Revised Application MOORESVILLE REGIONAL. OFFICE
ATTN: Christyn L. Fertenbaugh DATE: January 22, 2020
JOB NO: NCC 182145
WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ®Attached ❑ Prints ❑ Change order
These Are Transmitted:
COPIES
® For approval
❑ For review and comment
❑ Returned for corrections
DESCRIPTION
Application
❑For your use
❑Approved as submitted
®As requested
❑Approved as noted
If you have any questions or require additional information, please do not hesitate to contact this office at [phone].
COPY TO: SIGNED:
Steve Farmartino, P.E.

Fast Track Sewer Extension Cover Letter
Project: Liberty Crossing
Mecklenburg County
City of Charlotte, NC
Project #: NCC182145
Date: January 15, 2020
As part of the Fast Track Sewer Application for Liberty Crossing, it is required that a Cover Letter
accompany the application.
This project will include the construction of 320 multi -family residential units for lease, a clubhouse, and
all supporting infrastructure. The proposed public sanitary sewer improvements will convey waste from
the development to an existing sanitary sub near the northern property line. The required flow allocation
for this project is 45,563 GPD.
This package includes the infonnation listed below in order to permit the project described above for a
public sewer main extension.
• Sewer FTA/FTSE Applications
• Application Fee ($480)
• Sewer Extension Plans
• Vicinity Maps
• Flow Tracking Form
Please feel free to contact this office at 980-272-3400 if you have any questions or need further
clarifications.
Professional Engineer: Steve Farmartino, PE

Central Files: APS _ SWP _
2/13/2020
Permit Number WQ0041454
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
45,563
Facility
Facility Name
Liberty Crossing Multifamily
Location Address
Owner
Owner Name
Hhhunt Corporation
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Brian Myers
1401 Sunday Dr
Raleigh NC 27607
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
2/13/2020 1/31/2020
2/13/2020 2/13/2020
Regulated Activities
Requested /Received Events
Apartment complex
Additional information requested
Swimming pool backwash
Additional information received
Wastewater collection
Outfall
Waterbody Name Streamindex Number Current Class Subbasin