WQ0040577_Application (FTSE)_20191210

State of North Carolina
Department of Environmental Quality
DWR ".00p, Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Numberk�O W b T57 to be completed by DWR) RFCOVEDINCDENR/DWR
All items must be completed or the application will be returned DEC -- 3 ?019
I. APPLICANT INFORMATION: WQRQS
1. Applicant's name: 2925 Commonwealth, LLC (company, municipality, HOA, utility, etc.)
A4()OC3FSVlLLE RF.GflONALOFFICE
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Adam Purser per 15A NCAC 02T .0106(b)
Title: DeveloRer
4. Applicant's mailing address: 4530 Park Road, STE 410
City: Charlotte State: NC Zip: 28209-
5. Applicant's contact information:
Phone number: [phone] Email Address: adam.purserg_latpurser.com
I lm 9 30111_01" a lei ;IM'lid /:1101130
1. Project name: Commonwealth Residential
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0040577 and issued date: 2/20/2019
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: 35.21 ° Longitude:-80.80'
5. Parcel ID (if applicable): 129-081-02,13
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian D. Smith License Number: 27890
Firm: Urban Design Partners
Mailing address: 1318-e6 Central Avenue
City: Charlotte State: NC Zip: 28205-
Phone number: [phone] Email Address: brianAurbandesignpartners.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlphine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970,45,37
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 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)
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(t)? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow','
No. of Units
Flow
Apartments
190 gal/day/unit
8
1,520 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,520 GPD
a See 15A NCAC 02T .0I 14(b), (d), (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 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1,520 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 & 11DC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 54 PVC
➢ 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 (Pump 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 (TDI )
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)(1): r
❑ 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)
or
❑ 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(f) & (R)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® Yes ❑ No
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(Q) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webuage
➢ 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
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. 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 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
➢ 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 -months 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?
® Yes ❑ No
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 supportine
documents.
2. Professional Engineer's Certification:
I,
b. S-KkTN
Engineer's name from Application Item III.1.)
that this application for
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 I 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.
I,
North Carolina Professional Engineer's seal, signature, and date:
Certification per 15A NCAC 02T .0106(b):
" � k
��TQ 3y 6,'l')' ICJ 4 -
from Application Item I.3.)
(Signature Authority's name &
0 gd
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 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.
t Signature: Date: 1
FORM: FTA 04-16 Page 5 of 5

URBAN
TRANSMITTAL D E S I G N
To
Phone
Fax:
PARTNERS
NCDEQ Mooresville Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
704-663-1699
irilld:%t;C1S:1Liz'I
Transmitted Via:
❑ Overnight
❑ Courier
❑ Hand
❑ Mail
❑ Fax
1318 e-6 central avenue P 704.334.3303
charlotte, nc 28205 F 7,11G��&P8� 'EN F2iD1+ R
DEC - 3 2019
WORDS
Mr,ORE VILLE=. REGIONAL OFFICE
Date
Project
Name:
Project No:
Action:
12/2/2019
Commonwealth
Residential
17-107
❑
For Approval
❑
For Your Use
❑
As Requested
❑
For Review & Comment
❑
For Signature
Number
Date
Description
2
Original and copy of Fast Track Application & Attachments
1
Application Fee Check
2
Sets of Plans
Comments
Cc:

COMMONWEALTH RESIDENTIAL
FAST -TRACK APPLICATION
COVER LETTER
UDP PROJECT No: 17-107
APPLICANT
2925 Commonwealth, LLC
Adam Purser
4530 Park Road, Ste 140
Charlotte, NC 28909
704-519-4258
ENGINEER
Urban Design Partners
Brian D. Smith, P.E.
1318-E6 Central Avenue
Charlotte, NC 28205
704-334-3303
704-334-3305 (fax)
PROJECT LOCATION
2925 Commonwealth Ave, Charlotte, NC 28205
The site is located along Commonwealth Ave about +-725 feet west of Briar Creek Road
in Charlotte NC.
PROJECT DESCRIPTION
2925 Commonwealth, LLC is constructing an apartment complex on a 3.16-acre site after
parcel combination. The site will be served by a private sanitary sewer main that connects
to a proposed public sewer system. The existing public sewer line runs through the
middle of the site and is adopted by Charlotte Water as a public main line. The first phase
of the project was previously approved under permit number WQ0040577 dated February
20, 2019. Phase 2 will be a modification to this existing permit with the addition of 8
units. The project requested flow acceptance through Charlotte Water in the amount of
1,520 gallons per day and was accepted.
This project includes the installation of 54-linear feet of 8-inch PVC sanitary sewer line
and 14-linear feet of 4-inch PVC sanitary sewer line. See the attached utility plans.

CHARLOTTE
W4)TER
February 8, 2019
Mr. Matthew Dent
Urban Design Partners
1318-E6 Central Avenue
Charlotte, NC 28205
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
COMMONWEALTH RESIDENTIAL PHASE 2
2925 COMMONWEALTH AVE, CHARLOTTE NC
CLTWATER TRACKING# 2019925
After an analysis of the sanitary sewer system associated with the proposed design of project
2019925, Commonwealth Residential Phase 2, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 1520 gallons per day (8 units x 190 gpol/unit) 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 on the existing capacity of the designated publicly owned treatments works. Please
see attached NC DEQ flow tracking form.
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 NC DENR. However,
CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to 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 CLTWater and sewer system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or
sewer systems, as the appropriate local or State permits are required prior to construction. If the
aoropriate authorization to construct permits are not obtained and construction has not started
within two L2) years of issuance of this flow acceptance; and payment for any service connection(s)
have not been received within (2) years of issuance of this flow acceptance, this flow acceptance
approval shall be rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone] or Justin Webster (704) 336-
3019.
Sincerely,
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
,A, Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
ension Applications
"D'' Flow Tracking for Sewer F PP
Dlvlsion of Water Resources (FTSE 10-18)
Entity Requesting Allocation:
Urban Design Partners
Project Name for which flow is being requested: Commonwealth Rewwrp sidential Phase 2
More than one FTSE may be requiref the
along the roule te oethe proposed wct if the owner ostewa flo is not responsible for all pump
stations
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
MCp
A{ ine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937 Atl flows are in MGD
c. WWTP facility's permitted flow 99.0 99.0
d. Estimated obligated flow not yet tributary to the WWTP 13.16
e. WWTP facility's actual avg. flow 69.1922
f. Total flow for this specific request 0.0
g. Total actual and obligated flows to the facility 632%
h. Percent of permitted flow used
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)
Design
Pump
Station
Pump
station
Average
Firm Daily Flow"*
(Name or
Permit
Capacity, * (Firm ( pfl,
Number)
No.
MGD MGD
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
obligated
Flow, MGD
MGD
Flow
(E)=(A-D)
Available
Capacity* * *
* The Firm Capacity (design flow) o PUMP Station stn 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): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
1 Kerl 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.
KA., C..,...'-- 2/7/2019
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 1 Q-18

SOSID: 1763019
k Date Filed: 10/19/201.8 11:09:00 AM
State of North Carolina i Elaine F. Marshall
j1 North Carolina Secretary of State
Department of the Secretary of Stat6
C2018 288 00500
Limited Liability Company
ARTICLES OF ORGANIZATION
;Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these Articles
of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: 2925 Commonwealth, LLC
(See Item 1 of the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether each
person is executing these articles of organization in the capacity of a member, organizer or both by checking
all applicable boxes.) Note: This document must be signed by all persons listed.
Name Business Address Capacity
Pete Brucia 4530 Park Road, Suite 410
❑Member ❑Organizer
Charlotte. NC 28209
OMember ❑Organizer
❑Member ❑Organizer
3. The name of the initial registered agent is:
Pete Brucia
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and street 4530 Park Road, Suite 410
cityCharlotte
State: NC Zip Code: 28209 County: Mecklenburg
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
City
State: NC Zip Code: County:
6. Principal office information: (Select either a or b.)
a. W- The limited liability company has a principal office.
The principal office telephone number:
704-519-4200
The street address and county of the principal office of the limited liability company is:
Number and Street: 4530 Park Road, Suite 410
City: Charlotte
NC State: Zip Code: 28209 county: Mecklenburg
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 Raleigh, NC 27626-0622
(Revised August. 2017) Form L-01

The mailing; address, if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity) are
attached.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in the
creation document,
Name Title Business Address
9. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this service is
offered, please see the instructions for this document.
10. These articles will be effective upon filing, unless a future date is specified:
This is the /Qday of� li , 20
2925 Commonwealth, LLC
Signature
Pete Brucia, Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature
Type and Print Name and Title
Signature
Type and Print Name and Title
NOTE:
1. Filing fee is $125. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 Raleigh, NC 27626-0622
(Revised August. 2017) Form L-01

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Date: 11/28/2017 rj Map Number: 1
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Central Files: APS _ SWP _
12/10/2019
Permit Number WQ0040577
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
10,278
Facility
Facility Name
Commonwealth Residential
Location Address
Owner
Owner Name
2925 Commonwealth LLC
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
Major modification
Version
Permit Classification
1.10
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Adam Purser
4530 Park Rd Ste 410
Charlotte NC 28209
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/20/2019 12/3/2019 12/10/2019 12/10/2019
Regulated Activities Requested /Received Events
Apartment complex Additional information requested
Wastewater collection Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin