WQ0042704_Application (FTSE)_20210726

LaBella
Powered by partnership.
July" , 2021
Winston-Salem Regional Office
Water Quality Section
450 West Hanes Mill Road,
Suite 300
Winston-Salem, INC 27105
Re: Twinbrook Village Subdivision Sanitary Sewer
To whom this concerns:
NC Department of
Environmeni:al Quality
Received
a6oL 2 6 2021
Winston-Salem
Regional Office
This will serve as the cover letter associated with the fast track permitting request for 1,691.20 linear feet of
8" SDR 35 PVC and 310.76 linear feet of 8" Ductile Iron (DI) gravity sanitary sewer system to serve the 49
home -sites associated with Twinbrook Village. The flow allocation is 17,640 gallons per day.
One original and one copy of the application is included. Likewise, a $480 check is included.
We appreciate your help.
Respectfully submitted,
LABE
Paul A. Stimpson, PE
Civil Group Leader
939 Burke Street, Suite H 1 Winston-Salem, NC 271011 p [phone]
www.Labettapc.com

DWR
Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
PTA 06.21 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
Town o Mocksville
1. Applicant's name: company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County B'Municipal
Kenneth Gamble
3. Signature authority's name: _ per 15A NCAC 02 r .0106(bt
Title: Town Manager
4. Applicant's mailing address: 171 South Clement Street
City: Mocksville State: NC Zip: 27028
--� 5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
❑ Privately -Owned Public Utility
❑ Other
NC Department of
Environmental Quality
Received
Winston-Salem
H. PROJECT INFORMATION: Regional Office
I. Project name: -r rn brcolC
2. Application/Project status: �roposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ(10_ 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: W000_
3. County where project is located: �Q�t
ge e 35 $89�
4. Approximate Coordinates Decim I e ees : Latitude: Longitude:
s�
5. Parcel ID (if applicable): � (or Parcel 1 to closest downstream sewer)
III. CONSULTANT INFOgry ATION:S,rmPSc�/ ;
'kt, 11. JjrJ7 z2 osz
1. Professional Engineer: _ Licensh1`mber.
Firm: Lk'J�llai i�s50CoCS� l"G
MailipAaddress:�3�1 Cit..rk'�..'.rBe-� scci'f'�
WW
City: Salemq .State:. Zip:_-_
Phone number: (•0'�)S6Q8sty' Email Address: T_5�i+'1'1(Ot'1e° Ia�z11AP�•LoM
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
Dutchman's Creek W'Nr�'I' NC0021d91F'—
'� 1. FacilityName:_ erntit Number:_
�.r Owner Name: Iowa of Nlocksville
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): WQCS00156 /� e'
2. Downstream (Receiving) Sewer Information: 18 inch /Gravity ❑ Force Main
3, System Wide Collection System PennitNumber(s) (if applicable): WQCS
Owner Name(s): Mown of Mocksville
FORM: FTA 06-21 Page I of 5

VI. GENERAL REQUIREMENTS
�14 I. 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 I been attached?
❑ Yes ❑ No ❑ N/A
If the Applicant is a Home/Property Owners' Association, has an HOA/POA Opeer tional Agreement (FORM: I IOA) 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)
U Pesidential (Individually 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 _% industrial (See I SA NCAC o2 r.0103(20))
If Industrial, is there a Pretreatment Program in effect? ElYes❑ No
6. Hasa Flow reduction been approved under 15A NCAC 02T .0114( I)? El 9 No
D If yes provide a copy of flow reduction approval letter With this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(1))
Daily Design Flow '•^
No. of Units
Flow
/?C-SIPSnrT/4L- 0W_Cu_1W441'Vfr
-3&0 gal/ cJ&V
1090GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
gall
GPD
Twat
fp PD
a See I SA NCAC 02T .0114(b). (J—(e)(i 1 and (e)l2) 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 ofthe 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 021.01 141 shall be
determined using availabl tow data, water using fixtures, occupancy or operation patterns, and other measured date.
11,6to
8. Wastewater generated by project: A GPD (per 15A NCAC 02T .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Porce Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
NIA
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
A❑ Flow has already been allocated in Permit Number: _ Issuance Date:
µ /A- ❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: PTA 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 (feel)
Material
PVe SDR 3S
rI
Q i 0� 7%
DHC9 1 �G fail
D Section 11 & Ili 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)
D Ovenizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T.0305 & MDC (Pump SlalionslForce Mains):
� PROVIDE A SEPARATE COPY Of THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
0 t. 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)
D 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,Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen []other (please specify)
6. Power reliability in accordance with 15A NCAC 02l` 0305(h)f i 1:
I ❑ Standby power source or ❑ Standby pump
D Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(I)(B):
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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(hx I)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
D Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
D 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 timeflames, 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(Q):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(0 & tal?
cA MrAr 02T nansrrn contains minimum separations that shall he provided for sewer systems:
Yes ❑ No
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 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS.(except WS-1 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 Q!F,03w(IhqrJeJ see Section X.l of this npphcation
* 15A NCAC 02T 0305(g) contains alternatives where separations in 02T.0305 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 weeb�bMe
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.
➢ Seethe 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 Stale buffer rules? ❑ Yes Basin name: _ 10 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 I SA NCAC 2B.02 2
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes M'No
or 401 Water Quality Certifications?
D Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 1I A NCAC D2T 01051c1(G) (additional permits/certificalions)? Yes ❑ No
Per BA 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 2 No
Per 15A NCAC 02f.1t402, "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 permtttee 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:
I. Does the submitted system comply with 15A NCAC 02T, the Mininmm Design Criteria for the permitting of Pump Smtions
mid Force Mains (latest version), and the Gravit • Sewer Minimum Desiait Criterin (latest version) as applicable?
�es ❑ 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
2. Professional Engineer's Certification: .�--
Ll n -- rl , J �/g: i p�o�attest that this application for / W1-P7 &,0 bk� llel e -
(Professional Engineer's name from Application Item IL1.) (Project Name from Application Item ILI�--
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 Desig Criteria for Gravitv Sewers (latest version l, and the MinimuIn Desien Qitcrta for the Fast -Track Pennittina
of Punk Smtions 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 143-2I5.6B, 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 S25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and d��{{IIggnn criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NC�v¢'tS�.iYil')' 3rrr
North Carolina Professional Engineer's seal, signature, and
L '"Niel Aw&;ates PG
P,gUL {}- STr77PSb /t%E
vV:nsaort-5.cfdrr� NC. 27fof
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12052
3. Applicant's Certification per 15A NCAC 02T .0106(b):
ram. I Kenneth Gamble , attest that this application for
(Signature Authority Name from Application Item 1.3.1 (Project Name from Application Item I I
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. 1 understand that any
discharge of wastewater from this non -discharge system to surrace 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 $1 0 as ell as civil penalties up to $25,000 per violation.
Signature: _ Date:
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Laficlla Associates
Project Name for which flow is being requested: 7trinbrook village Subdivision
More than one FTSE maybe required jar a single project if the owner of the WWTP Is not responsiblefor all pomp
stations along the route of theirroposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Du1c11maR s Creek WWTP
b. WWTP Facility Permit #: N_ CO02 t 491
All flows are in MGD
c. WWTP facility's permitted flow 0.980
d, Estimated obligated flow not yet tributary to the WWTP 0.016
e. WWTP facility's actual avg. flow 0.483
f. Total flow for this specific request 0.018
g. Total actual and obligated flows to the facility 0.517
It. Percent of permitted flow used 53%
fl. 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. MOD MOD Flow, MOD MOD 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): Dutchman's Creek W W'fP
Downstream Permit Number: NCO021491
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Kemicth Gamble 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 1I 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 adequalp capaeyty to transport and treat the proposed new wastewater.
(ifficial Sig�hMffire Date
Toren Mmiager
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 11 where Available Capacity is <
0.
Pump Station (Name or Number):
Given that: C accounts for
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow ( )
% and MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
--------------
planned completion in ; and/or
d. The following applies:
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
Page 3 of 6 FTSE 10-18

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's penoitted flow. MOD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not vet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement a pretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow. MOD : Previous 12 month average.
£ Total flow for this specific request. MOD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MOD Equals [d + e + f]
It. Percent of permitted flow used: Equals [(g / c)'1001
For example:
On January 15 a POTW with a permitted flow of 6.0 MOD, reported to the Regional Office that there is 0.5
MOD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MOD. There is a
proposed flow expansion of 0.0I5 MOD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MOD
d. = 0.5 MOD
e. = 2.7 MOD
f. = 0.015 MOD
g. = 3.215 MOD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MOD:
c. = 6.0 MOD
d. = 0.515 MOD
e. = 2.73 MOD
f. = 0.102 MOD
g. = 3.349 MOD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less than
2,5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=WC)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Capacity
Average
Daily Flow
Current Avg.
Daily Flow,
Tributary
Daily Flow,
Flow Plus
Obligated
Available
Pump Station
(Name or Number)
MGD
(Firm /pf)
MGD
MGD
Flow
Capacity'
Kaw Creek PS
0.800
0.320
0.252
0.090
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
FTSE ]0-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section 11 where available capacity is < 0
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year, and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in : and/or
d. The following applies:
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.
Page 6 of 6
FTSE 10-18

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