WQ0041039_Application_20220118

DAMS
January 13, 2022
NCDEQ
610 East Center Avenue
Mooresville, North Carolina 28115
RE: Brookside
Troutman, North Carolina
Water Resources Department:
In addition to this cover letter, please find enclosed the following:
1. Application Form (FTA)
2. Application Fee - $480
3. FTSE Forms
4. Street Level Map
5. USGS Map
6. Existing Permit
7. Narrative
Sanitary Sewer System and Water Supply system
RECEIVED/NCDEQ/DWI3
JAN 1 3 2022
WOROS
MOORESVILLE REGIONAL OFFICE
The accompanied Fast -Track Application (FTA 04-16) includes 4,958 lineal feet of 8" PVC,
390 linear feet of 8" DIP. The gravity sewer will be a public system owned and operated
by the Town of Troutman. The Brookside project will consist of approximately 137
residential units. The total wastewater flow generated by the project is 68,040 GPD.
Sincerely,
THE JOHN R. MCADAMS COMPANY, INC.
Robert M. Reddick Jr., PE
VP, CLT Metro
Enclosures
creating experiences through experience 3430 Toringdon Way, Suite 110, Charlotte, NC 28277 / 704. 527. 0800

Tuvia, Ori A
From: Rob Reddick <[e-mail]>
Sent: Tuesday, January 18, 2022 2:20 PM
To: Tuvia, Ori A
Cc: Kyra Schneider
Subject: [External] Brookside
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Afternoon Ori
Thanks for the call earlier today. The requested modification on Brookside is for the additional sewer capacity based on
the builder having more bedrooms per house than originally anticipated.
The total being requested is 68,040 GPD.
The original approval was for 49,320 GPD.
We did not change the design from the original approval.
Thanks
Rob
S
Robert M. Reddick Jr PE
vice president, charlotte metro
direct 980.729.6008 mobile [phone]
reddick(amcadamsco.com
3430 Toringdon Way, Suite 110, Charlotte, NC 28277
www.mcadamsco.corn
Join Our Team
1

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOC*1),YRAO/DWI
Application Number: 9(.,, iU" I-1 edi (t cmp
PP to�be completed by DWR)
All Items must be completed or the application will he returned
I. APPLICANT INFORMATION:
Brookside Subdivision
1. Applicant's name: (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation 0 General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Ron Wyatt per 15A NC,'AC 02'l' ,0106(b)
Title: Town Manaeer
4. Applicant's mailing address: 400 North1 astway 1)r ive,w NO Box26
City: Troutman State: NC Zip: 28166-
5. Applicant's contact information:
Phone number: [phone] Email Address: rwyatt(a trouunann.com
JAN 1 3 2022
WOROS
MOORESVILLE REGIONAL OFFIC
❑ Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
1. Project name: Brookside Subdivision
2. Application/Project status: 0 Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0041039 and issued date: September 16, 2019,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
[f new construction, but part of a master plan, provide the existing permit number: WQ00__.._____
3. County where project is located: Iredell
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.691158° Longitude: -80.894653°
5, Parcel ID (if applicable): 4731627666 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Robert M. Reddipk Jr. P
Firm: McAdams
Mailing address: 34,30j'urinytdon Way Suite _I IQ
City: Charlotte State: NC Zip: 28277-
Phone number: [phone] Email Address: reddic • ci:mcadamscosdtn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Third Creek WWTP Permit Number: NC0020591
Owner Name: City of Statccville
License Number: 035747
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity O Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Namc(s):
FORM: F'I'A 06-21
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 DcvelooLes Operational A,grecment (FORM: i)EV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an 11QA/P0AOperaijonal Agreoment.(FOAM_,.;_l(QA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care 0 Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
0 Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (Set 15A NCAC 02"1° .0103(20))
If [ndustrial, is there a Pretreatment Program in effect? 0 Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 0 Yes 0 No
> If ves, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Typc (see 02T.0114(t))
Daily Design Flow'"
No. of Units
Flow
SINGLE FAMILY HOME — 4 Bedroom
120 gal/bedroom
118
56,640 GPD
SINGLE FAMILY HOME — 5 Bedroom
120 gal/bedroom
19
11,400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
68,040 GPD
a See 15A NCAC 02T .01141bj, (c, Ij, (c)( I) and IOW 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.Q.)14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 18,720 GPD (per 15A, N..c&(02' . M 14)
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:
0 Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
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
4958
PVC
8
390
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) — 021' .0305 & MDC (Punts► Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH AMP STATION IN_CLIJDED 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):
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 I5A._NCAC _(127;_ 030 (11).(l ):
❑ 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):
D 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 06-21 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 154N(;AC 0.a..0305, $c (g)? ❑ Yes ❑ No
15A NCAC 02T.0305(I) contains minimum separations that shall be provided for sewer systems:
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 nonnal
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,Q21'.0305(g) contains alternatives where separations in 02T.030511) 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 N{ Surface Winter Classifications cssific angns wcbnngc
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 I5A NCAC 0211.0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per I SA NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
A Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with I SA NCAC 02T.0I 05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I SA NCAC 02'1..0105(c) ), 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 NCA(,'021',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 permittee 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 06-21 Page 4 of 5

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the .Minimuni Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
111,
111 Yes
El No
11no. for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit and proccts requiring a variance appioval may he subject to Ion rer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be
a significant portion of the project:, the full technical review is required.
2. Professional Engineer's Certification:
1\` in P.ed i'ar , attest that this application for
(Professional Engineer's name from Application Item 111.1.) (Project Nafne from Application Item 11.1
has been reviewed hv 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 knowle4,!e. I :further
attest that to the best of My knowledge the proposed design has been prepared in accordance with the applicable regulations,
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 he consistent with the proposed design.
NOTE -- In accordance with Cieneral Statutes 143-21.5.6A and 143-21.5.6B, any person who knowingly makes an y false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a line not to exceed 510,000. as well as civil penalties up to $25,000 per violation. Misrepresentation of the
application information, including failure .to disclose any design non-compliance with die applicable Rules and design
criteria, may subject the North Carolina -licensed Professional Engineer to referral to the licensing hoard. (21 NC \C 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant'- Tertification per 15A NCAC 02T .0106(b):
AA)
(Signature Authority Name from
,S)
tat:ion Rem 1.3.) (Project Name from Application item 11,1)
, attest that this application for
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
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. 1 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 reliet. andlor 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 arc 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 Stawtes 143-2.15.6A 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 525.000 per violation.
Signature:
Date: i / )20.2.,,z
FORM: ETA 06-21
Page 12 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Troutman
Project Name for which flow is being requested: Brookside Subdivision Modification
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: Third Creek WWTP (City of Statesville)
b. WWTP Facility Permit #: NC0020591
All flolVs are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 0.890
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.0
0.0187
1.909
31.82%
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***
* 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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I William E. Vaughan, 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 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 faun certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Troutman
Project Name for which flow is being requested: Brookside Subdivision Modification
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:
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
.0187
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***
Massey 1.152 .461 .103 .223 .326 .135
I-L Crk. 1.140 .455 .175 .322 .497 -.042
* 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): Town of Troutman Collection System
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Ronald N. Wyatt 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.
pia. ��c ✓c L�J . "l� ' � 2'
Signing Official Signature Date
ULclv1 AtA4 Title of Signing Official
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
over 100 % and 0.322 MGD of the Available Capacity (E) in Pump Station
I-L Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.016 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
(N/A at this time) is in design or under construction with
planned completion in N/A ; and/or
d. The following applies:
Many new developments have submitted sewer extension permit applications within a
few years, and the Obligated, Not Yet Tributary Flow is based on full build out of
every development at design flow rates. It is expected that actual flows per house will be
less than design flows and that some developments will not fully build out. Furthermore, it
will likley take many years for the developments to build out. Therefore, the Town of
Troutman will begin planning for increasing the capacity of this pump station but will
not yet begin permitting and construction. Rather, the Town will monitor the rate of
home construction and associated increases in flow, and will begin upgrades to the pump
station in time to handle any flow exceeding current capacity.
Furthermore, a design flow reduction request with NCDEQ-DWR has been submitted and is
under review by DWR. The design flow per bedroom is expeccted to be less than 90 gpd.
If approved, Available Capacity would then be at least 0.060 MGD (greater than zero).
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.
Signing Official Signature
/0 ` -f -2/
Date
Page 3 of 6
FTSE 10-18

Town of Troutman
FTSE Attachment - October 19, 2021
Obligated Not Yet Tributary Daily Flow
Tributary to I-L Creek PS
Subdivision
Lots/Units
Remaining
Permit Reference
Remaining Obligated
Flow (GPD) based on
120 GPD/BR
Brookside
137
WQ0041039
49,320
Redwood Apartments (private)
96
WQ0041952
23,365
The Meadows Apts
84
WQ0042007
26,580
Colonial Crossing
366
WQ0042055
131,760
CHA Barium
N/A
WQ0042236
12,500
Marley Jaye
165
WQ0042541
59,400
Brookside modification
137
this specific request (line f.)
18,720
Total
321,645
Tributary to Massey Street PS
Brookside
137
WQ0041039
49,320
Brookside modification
137
this specific request (line f.)
18,720
Redwood Apartments
96
WQ0041952
23,365
Colonial Crossing
366
WQ0042055
131,760
Total
223,165

rEr o Ca e 1 5 n7liD 3o ftgurra.,o Yt,
DOM** Y v@ .ITIAT CAgawn$ o C nl Da,
G a uCs ©1 , tao (WS lxar OtmilmnPe
N
A
375 750 1,500
Feet
1 inch = 750 feet
BROOKSIDE SUBDIVISION
SITE AERIAL MAP
PROJECT #: RYN-17010
TROUTMAN, NORTH CAROLINA
McADaMs

A
0 1,000 2,000
I inch = 2,000 feet
BROOKSIDE SUBDIVISION
USGS TOPO MAP
4,000 PROJECT #: RYN-17010
Feet
TROUTMAN, NORTH CAROLINA
111.1
MCADAMS