WQ0043274_Application_20220323

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 DOCUMENTATION
Application Number: (. ON3,,I1 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Dallas (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Maria Stroupe per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 210 N. Holland Street
City: Dallas State: NC Zip: 28034-1625
5. Applicant's contact information:
Phone number: [phone] Email Address: mstroupe(a,dallasnc.net
HECEIVED/NCDEQ/DWR
MAR 1 5 2022
WOROS
MO©RESVILLE REGIONAL OFFICE
II. PROJECT INFORMATION:
1. Project name: Davis Hills
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Gaston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.319300° Longitude: -81.165310°
5. Parcel ID (if applicable): 304841 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Stuart Woodard, PE
Firm: McAdams
Mailing address: 3430 Toringdon Way #110
City: Charlotte State: Nc Zip: 28277-
Phone number: [phone] Email Address: woodard(21 mcadamsco.com
License Number: 046788
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Dallas Wastewater Treatment Plant Permit Number: NC006888
Owner Name: Town of Dallas
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ NConcpBg@8
2. Downstream (Receiving) Sewer Information: g inch
E Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS Oo tto5'
Owner Name(s): Jowl.)
of - t4.f{ t
FORM: FTA 06-21 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 Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) 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 ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities 0 Church
0 Businesses / offices / factories 0 Nursing Home
❑ Car Wash
0 Hotel and/or Motels
0 Swimming Pool/Clubhouse
0 Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 0 Yes ❑ No
> If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Residential, Single -Family Detached
120 gal/day/bed x 3 bed = 360 gal/day
87
31,320 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
31,320 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 31,320 GPD (per 15A NCAC 02T .0114)
➢ 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.
0 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
3426
PVC
8
363
DIP
31 IIC(
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D. Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - . °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
D. Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 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 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(f) 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
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g). see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Catawba ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the 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

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 El No
If no, 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 projects requiring a variance approval may be subject to longer
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:
I, 5-rums 1n/oopooto , attest that this application for Thew s +tt$
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.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,
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 143-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC, H 0F J4 tkri
i
North Carolina Professional Engineers seal, signature, and date: ♦ ��
Cw 4.
• • SG1(,� do
4.
am •046788 , }
%a:I:Pi/Z..4:1..9, i• N• . E.• .t.• "1.%.".
� �
{03. 14-2n2Z
;;.:-.4‘.irri..1.61:.::170"
3. Applicant's��Certification��per 15A NCAC 02T .0106(b): 7�
I, l" let-e i A J i l eq-L l) E
(Signature Authority Name from Application Item I.3.)
, attest that this application for
4)AJ I Ltr5
(Project Name from Application Item 11.1)
attest that this application 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.
Signature: �Q�t ccL AL
Date: J'"- 3 - 020c27c
FORM: FTA 06-21 Page 5 of 5

Division of Water Resources
WOROS Division of Water Resources
MOORESVILLE REGIONAL OFFICE
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
AECEIVED/NCDEQ/DWR
MAR 2 3 2022 State of North Carolina
Department of Environmental Quality
Entity Requesting Allocation: Town of Dallas
Project Name for which flow is being requested: Davis Hills Subdivision
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: Town of Dallas WWTP
b. WWTP Facility Permit #: NC0068888
All flows are in MGD
c. WWTP facility's permitted flow 0.600
d. Estimated obligated flow not yet tributary to the WWTP 0
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
0.3585
0.0313
0.3898
64%
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
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current Flow
Station Station Firm Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm / pt), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
TOP #2 WQCS00165 0.300 0.120 0.085 0.0313 0.1163 0.0037
* 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
(pt) 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 < O.
Downstream Facility Name (Sewer): Town of Dallas WWTP
Downstream Permit Number: NC0068888
Page 1 of 6
FTSE 10-18

Ill. Certification Statement:
I Maria Stroupe certify to the best of my knowledge that the addition of
the volume of wastewater to be peiuiitted 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 Official Signature Date
Title o f Signing Official
Page 2 of 6
FTS[ li)-1

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
26.91 % and .0313 MGD of the Available Capacity (E) in Pump Station
WQCS00165 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
.0104 MGD per year; and that
e. A funded Capital Project that will provide the required planned capacity, namely
Dallas/Stanley Hwy, Pump Station Upgrade is in design or under construction with
planned completion in 10/22 ; andlor
d. The following applies:
The Town of Dallas is in design of pump station upgrades to undertake the anticipated
capacity increases from new and planned development. The Town is planning for a future
30 yr. projection development to size the increase capacity. The Town shall not allow new
flows to this pump station until upgrades are complete.
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.
1 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 Date
Page 3 of 6
FTSF 0-1 S

RECEIVED/NCDEC/DWR
MAR 1 5 2022
WOROS
MOORESVILLE REGIONAL OFFICE
November 11, 2021
NCDEQ
610 East Center Avenue
Mooresville, North Carolina 28115
RE: Davis Hills
Location: 500 Dallas Stanley Highway, Town of Dallas, NC 28034
Water Resources Department:
In addition to this cover letter, please find enclosed the following:
1. Application Form (FTA) — (1) original and (1) copy
2. Application Fee - $480
3. FTSE Form / Capacity Assurance Review Letter
4. Street Level Map
5. USGS Map
Protect Description
The proposed development is located northeast of the intersection of E. Trade
Street and Dallas Stanley Highway (SR 275) in Dallas in Gaston County, North
Carolina. The proposed development will consist of the construction of 87 single-
family homes, along with associated roads, sidewalks, and utility improvements.
Previous Permitting
The project's erosion and sedimentation control plan was approved with
modifications by Gaston County on October 19, 2021.
The project is currently under review for permitting through both the Town of
Dallas, NCDOT, and 401/404 coverage.
creating experiences through experience 3430 Toringdon Way, Suite 110, Charlotte, NC 28277 / 704. 527. 0800

Sanitary Sewer System and Water Supply System
The water supply system and sanitary sewer system will serve 87 single-family
homes. The site will receive water by tapping to the existing 12" water main
located along Dallas Stanley Highway. The proposed water supply system is
comprised of 3,067 If of water line and will service 37,177 GPD. The proposed
sanitary sewer system is completely gravity fed with 3,789 If of 8" sewer line and
will service 31,320 GPD.
Sincerely,
MCADAMS
Stuart Woodard, PE
Project Manager
creating experiences through experience 3430 Toringdon Way, Suite 110, Charlotte, NC 28277 / 704. 527. 0800

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: ► �,,,,.4 o,-p.4‘4,,,.c,s
Project Name for which flow is being requested:
ti},+xs
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: DALLAS WWTP
b. WWTP Facility Permit #: NC0068888
All flows are in MGD
c. WWTP facility's permitted flow 0.600mgd
d. Estimated obligated flow not yet tributary to the WWTP 0
e. WWTP facility's actual avg. flow 0.3585mgd
f. Total flow for this specific request .0313
g. Total actual and obligated flows to the facility .3898
h. Percent of permitted flow used 64%
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
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
TOD #2 WQCSOO165 .3 .3 .3 0 .30313 0
* 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 < O.
Downstream Facility Name (Sewer): Town Of Dallas WWTP
Downstream Permit Number: NC0068888
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jt/ 4 4 j tDL_t- y C 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 Official Signature Date
fioto,\J /�4-.U4 EZ
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
8.73 % and .0313 MGD of the Available Capacity (E) in Pump Station
.300 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
.0157 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Dallas/Stanley Hwy Pump Station Upgrade is in design or under construction with
planned completion in 10/22 ; and/or
d. The following applies:
The Town of Dallas is in design of pump station upgrades to undertake the antisipated
capacity increases form new and planned development. The Town is planning for a future
30 yr. projection development to size the increase 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.
Signin Official Signature
Date
Page 3 of 6
FTSE 10-18

EAST TRADE ST
LOWER ALLAS
Y
VICINITY MAP
N.T.S.

m •
Pdr
Camrnnnity.
Fr�eler
`4P8 r 4
Cop•
yright:© 2013 Nat onal Geogrg
asp„
0'
DAVIS HILLS SUBDIVISION
A
USGS TOPO MAP
o 1,000 2,000 4,00
eFet PROJECT #: TRU-19050
1 inch = 2,000 feet
TOWN OF DALLAS, NORTH CAROLINA
ILL.!!
MCADAMS