WQ0041321_Application_20191122

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Re: 3425 Kannapolis Parkway
Kannapolis, NC
ItIfOORESVILLE REGIONAi- OPPWE
Page 1 of 1
;3ECEIVEDINCDr-NR/DWF
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WQROS
MOORF-SVILLC, REGIONAL OFFICE.
November 14, 2019
The following is a submittal for a private pump station and force main installation servicing a wedding venue with a
design flow rate of 17,820 GPD. The 2" line will run 443 feet from the on site pump station and tie into the
proposed public gravity sewer submitted under separate permit along Kannapolis Parkway.
Sincerely,
r"".ii IIlsp,t
a 0 �w
EA
8583
A� 4,
'd�ttillYf�'`�
John C. Darden III, PE
Darden Engineering Services, PLLC
Firm License #P-1663

State of North Carolina
RECEIVeD1NCDF_ IR/DWR Department of Environmental Quality
DWR �,l O V 1 (3 ? f114 Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources WOROS FTA 04-16 & SUPPORTING DOCUMENTATION
MOORESVILLE REGIONAL OFFICE
Application Number: V `I ` t ����� I (to be completed by DWR) RFCEI EO1NCpENRlt7WR
All items must be completed or the application will be returned N O 13 2019
I. APPLICANT INFORMATION:
1. Applicant's name: Rosser Holdings LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
® Corporation ❑ General Partnership
❑ Federal
❑ State/County ❑ Municipal
3. Signature authority's name: Robert Rosser per 15A NCAC 02T .0106(b)
Title: President
4. Applicant's mailing address: 6100 Mooresville Rd
City: Kannapolis State: NC
Zip: 28081-
5. Applicant's contact information:
Phone number: [phone]
Email Address: bob(a-)structioneers.net
II. PROJECT INFORMATION:
1. Project name: Grace Manor
MOORESVILLE
❑ Privately -Owned Public Utility
❑ Other
MM51VEDINCDENROWR
NOV 2 2 2019
WOROS
MOORESVILLE REGIONAL OFFICE
2. 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 part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4636' Longitude:-80.6665'
5. Parcel ID (if applicable): 5602-37-6300
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John C. Darden, IIILicense Number: 38583
Firm: Darden Engineering Services, PLLC
Mailing address: 307 Cayuga Drive
City: Mooresville State: NC Zip: 28117
Phone number: [phone] Email Address: john3(a)dardeneng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Regional Wastewater Treatment Plant Permit Number: NCO036269
Owner Name: Water & Sewer Authority of Cabarrus County
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):
01TWIL
FORM: FTA 04-16 Page 1 of 5

VL 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 Aereement (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: % Domestic/Commercial 100 % 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.01W f))
Daily Design Flow e,n
No. of Units
Flow
Wedding Venue
30 gal/day (per seat)
594
17820 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
17820 GPD
a See 15A. NCAC 02T .0114(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: 17820 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

VIL GRAVITY SERER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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: The Grand at Grace Manor
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.46' Longitude:-80.67'
3. Design flow of the pump station: 0.04455 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 35 gallons per minute at 22 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
443
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® 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(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Se aration 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 webnage
➢ If noncompliance with 02T.0305( or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [-]Yes ❑ No ®N/A
➢ Seethe 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 213.0202
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 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 ❑ 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 -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 Permittingof f Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
10 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 supporting documents.
2. Professional Engineer's Certification:
I, Joh17 J9Qtiiln -a= attest that this application for
(Professional Engineer's name from Application Item III.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-M' oimum 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 14';-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, vad date:
41
rn �
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. Q'sA16iAlA,''
Applicant's Certification per 15A NCAC 002T .0106(b):
I, f` d���� 19 c (_ /� COA�) attest that this application for
(Signature Authority's name & title from Application Item I.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. ; will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand tl,at if all required parts of this application package are not completed and that if
all required supporting information and attacments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statute i 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application pac!<.9ge slIall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $?5,000 per violation.
Signature: Date: //Z/ V/��/
FORM: FTA 04-16 Page 5 of 5

WNALL
150 0001120P1 + NC Star ho"C seclor + ONSAS 1801:2007
October 3, 2019
Mr, Michael Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
Subject: Flow Acceptance Request — City of Kannapolis
Grace Manor Private Sanitary Sewer Extension
Dear Mr. Legg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704,786.1783 ♦ 704.795,1564 Fax
www.wsacc.org
'�t=r~"�rVr�O/I�<'L`3r"-NR�i?11Y! �•
NOV 2 2 151�1�(1
WQR0S
IVrC7t" RESViLLC REGIONAL OFF)CE-
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the City of Kannapolis on October 2, 2019. WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
commercial wastewater from the proposed project entitled Grace Manor Private Sanitary Sewer .Extension, located
on Kannapolis Parkway, The referenced project will serve wedding venue with 594 seats, with a projected
wastewater flow of 17,820 gallons per day (gpd), The wastewater generated by this project will be conveyed
through a proposed force main, through the existing gravity system, and then enter WSACC's system at the existing
42-inch Irish Buffalo Creek Interceptor. WSACC acknowledges it has or will have capacity for wastewater from
the proposed development based on information provided by Darden Engineering Services, PLLC (Civil Engineer
for the project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local governing
bodies, regulatory approval, and funding availability. The list and schedule of CIP projects are tentative and are
revised periodically to reflect changing conditions and needs.
If construction of this project does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify
WSACC, in writing, when construction of this project is initiated. This sewer capacity allocation may also be
cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to
N. C. G. S. §162A, Article 8.
If you have any questions, please call me at [phone], extension 104,
Sincerely, ffv�.'
J, Thomas Hahn, PE
Utility Systems Engineer
cc: Misty Tutt, Pp/Kannapolis
Wilmer Melton/Kannapolis
John C. Darden, III, PE/Darden Engineering Services, PLLC
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

M-
I11--l-1.
DIvlsl+on of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Traelung for Sewer Extension Applications
(FTSE—10/18)
(WSACC USE ONLY) Grace Manor Private Sanitary Sewer Extension
Section 1. Name of wastewater treatment facility (W)VTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 2.802
WWTP facility's actual avg. daily flow, MGD 20.07 (75,74% of permit)
Total flow for this specific request, MGD 0.018
Total actual and obligated flows to the facility, MGD 22.890
Percent of permitted flow used _....... _ 86,38%
Section 11. Pump stations along the route from the ,Jurisdiction's connection point to the WWTP.
Pump Station
Pump Station
firm
Design Average
Approx. Current
(C)
Obligated, Not Yet
() _ ($+C)
Total Current Flow
(> )=(A-D)
(Name or
Permit No.
Capacity *
Daily Flow **
Average Daily
Tributary Daily Flow
Plus Obligated Flow
Available
Capacity***
Number)
MGD
Firm/
( P�
Flow
AiGo
AfGD
MGD
MGD
MGD
RRRWWTP
NCO036269
55.440
22.176
11.945
0,589
12.534
9.642
MPS
* 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 pealing factor (po 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 behveen the project connection point and the WWTP where Available
Capacity is c 0.
Section 111. WSACC Certification Statement:
I, J. Thomas Halm, PE, 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 from the connection to the WSACC interceptor 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 Section I and Section II plus all attached planning
assessment addendums for which I am the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building Inspections
Department and WSACC r9ceives payment of the System Development Fee. 4
CC's
Signature

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A 11141CAC 02T. the Minimum Design Criteria for the PermittiU, f PuniD o Stations
and Force Mains (latest version). and the Gravity Sewer Minimum Design Criteria (latest version) as applicable')
2 Yes M No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10- 14) and supporting documents for
review. Angroyal of the reguest is re( gaired rior to submittal of the Fast Track Application and sup orting documents,
p
2. Professional Engineer's Certification:
John Darden III, P.E. attest that this application for
(Professional Engineer's name from Application Item 111. 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 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 he 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.
A
North Carolina Professional Engineer's seal, signature, and date*
0
EA
va
0 A
Applicant's Certification per 15A NCAC 02T .0 1 06(b):
Apa _attest that this application for
(Signature Authority's narne,Z: title from Application Item 1.1)
has been reviewed by me and is accurate andi-,,triplete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if A] required supporting documentation and attachments are not included, this
application package is subject to being returnet' as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land %,,ill 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 theft if all required parts of this application package are not completed and that if
all required supporting information and attaefiments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statute,, 1,41-215.6A and 143-2 1 5.6B, any person who knowingly makes any false
statement, representation, or certification in ai y 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.
Signature: Date:
........... ............
FORM: FTA 04-16 Page 5 of 5

1.1k 2�1,111�
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Limited Liability Company
Legal Name
Rosser Holdings, LLC
Information
Sosld: 1632190
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 10/19/2017
Registered Agent: Rosser, Robert L., Jr.
Addresses
Reg Office
6100 Mooresville Rd
Kannapolis, NC 28081
Principal Office
6100 Mooresville Road
Kannapolis, NC 28081
Company Officials
Reg Mailing
6100 Mooresville Rd
Kannapolis, NC 28081
Mailing
6100 Mooresville Road
Kannapolis, NC 28081
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
President
Robert Rosser
6100 Mooresville Rd
Kannapolis NC 28081
https://www.sosnc.gov/online services/search/Business Registration Results 11/19/2019

Central Files: APS _ SWP _
11/26/2019
Permit Number WQ0041321
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
17,820
Facility
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Grace Manor Minor Mooresville
Location Address County
Cabarrus
Facility Contact Affiliation
Owner
Owner Name Owner Type
Rosser Holdings LLC Non -Government
Owner Affiliation
Robert Rosser
6100 Mooresville Rd
Dates/Events Kannapolis NC 28081
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
11/26/2019 11/22/2019 11/26/2019 11/26/2019
Regulated Activities Requested /Received Events
Food and kindred products manufacture Additional information requested 11/25/19
Food preparation, other Additional information received 11/25/19
Office
Wastewater collection
Outfall
Waterbody Name Streamindex Number Current Class Subbasin