WQ0041546_Application (FTSE)_20200331

Permit Number W00041546
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
West Columbus PK-8 School
Location Address
Owner
Owner Name
Columbus County Schools/Board of Education
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
3/13/2020

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DNlston of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: � "`yaq I S r0 t(o be completed by DWR)
All items must be contuleted or the aonlicatimt will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Columbus County Schools (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: Jonathan Williams per 15A NCAC 02T 0106tb)
Title:
4. Applicant's mailing address: 817 Washington Street
City: Whiteville State: NC Zip: 28472
5. Applicant's contact information:
Phone number: (2WO) 642-5168 Email Address: iwilliamsQcolumbusAl2 ne.us
11. PROJECT INFORMATION:
I. Project name: West Columbus PK-8 School
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: W000
3. County where project is located: Columbus
4. Approximate Coordinates (Decimal Degrees): latitude: ' Longitude: -
5. Parcel ID (if applicable): 3q,3ti i39Gz 17 �. a 3 Q9 l�1
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION
L Professional Engineer: Kenneth Lorin e License Number: 23953
Firm: C'LH Design PA
Mailing address: 400 Regency Forest Dr, #120
City: Cary State: NC Zip: 27518-
Phone number: [phone] Email Address: 1pfeifer[8clhdesignpa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Fairmont Regional Wastewater Plant Permit Number: NCO086550
Owner Name: Robeson County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Pennit Number(s): WQ QU'33 G8t Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: ETA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached'?
❑ Yes ❑No NN/A
3. If the Applicant is a Homedl3onerly Owners' Association. has an Oneratitntal Aereenienl (FORM: I IOAI been attached?
❑ Yes ❑No NN/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
N 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 : 100 °o Domestic/Commercial 0 % Commercial
0 %. Industrial (See 15A NCAC 02T .0103(20))
1Is there a Pretreatment Program in effect'? ❑ Yes ❑ No
6. 1las a flow reduction been approved under 15A NCAC 021 .01 14(t)? ❑ Yes N No
r If yes, nrovide a etam of flow reduction annroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(tl)
Daily Design Flow 3.n
No. of Units
Flow
School w/ cafeteria, gym, and showers
15 gal/student
750
11.250 GPD
(Previously permitted flow)
gal/
-5,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
VI/
GPD
Total
5,750 GPD
a See 15A NCAC 021 .0114(bk (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 (i.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 5 750 GPD (per 15A NC AC 021 .0114)
D Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where Ilow 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: FIA o4-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02 T.0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be pennitled:
Size (inches)
Length (feet)
Material
S
513
PVC
8
147
DIP
Section II & III of the MDC for Permitting of Gravity Sewers contains mron Cation related to design criteria
Y Section III contains information related to minimum slopes for gravity sewers)
Oversizing lines to meet mininiu n slope requirement is not allowed and a violation of the NIDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) —02T.0305 & MDC (Pump Stations/Force Mnins):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees)'. Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (thin capacity)
4. Operational point(s) of the pnnp(s): gallons per mimne at feet total dynamic head FFDII)
5. Summarize the force main to be pennitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or pump wilh automatic activation and telemetry - 15A NCAC 02"1 .0305(h)( I )(R):
r Required for all pump stations with an average daily flow greater than or equal to 15,000 gallon, per day
I Must be permanent to facitity
Or it 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)(I )(C )
or
❑ Portable pumping unit with plugged emergency pump connection and telcmeiry - 15A NCAC 02T .0305(h)(1)(C):
It,hall be denwnstrated to the Division that the portable source is owned or contracted by the applicant (dratt 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 siationv storage
capacities and the rotation schedule of the portable power source or pump, including travel tur eframcs, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04- l6 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T 0305(1) & (e) ® Yes ❑ No
Y 15A NCAC 02 1'.0305(o contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Stoma sewers and other utilities not listed below vertical
14 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains horizontal
10 Peet
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-1 waters of Class 1 or
Class It 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 sucann.. 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 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
�0 15A NCAC O2-l'.0305(g) contains alternatives where separations in 02T.0305(O cannot be achieved.
v **Stream classifications can be identified using the Division's NC Surface Water Cla.wrications weboaee
If noncompliance with 02-I.0305(t) or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
See the Division's draft separation requirements for situations where separation cannot be meet
v No variance is required if the alternative design criteria specified is utilized in design and construction
i As built documents should reference the location of areas effected
_ Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B 0200? ® Yes ❑ No ❑ N; A
Ihis would include Trout Buffered Steams per 15A NCAC 2B 0202
4_ Does the project require coverageiauthonzation under a 404 Nationwide or ❑ Yes ® No
individual permits or401 Water Quality Certil ications'?
Y Information can be obtained from the 401 & Buffer Pemtitting Branch
�. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02 F.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtamed. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, Aomtwater management plans, etc.).
6. Does this project include ;my .,ewer collection lines that are deemed "high -priority?"
Per 15A NCAC 0210402, "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
I It yes, include an attachment kith 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 I5A NCAC 02T.0403(a)(5) or the pennitee•s individual Systern-Wide Collection permit.
FORM. F I A o4-16 Pagc 4 cf 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stati n%
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable'?
❑ Yes ❑ No
I fNo, completeand submit the Variance/Altemative Desip Request application (,VADC 10-14) and supporthmgdoeuments tier
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Protessional Engineer's Certification:
Application
that this application for
has been reviewed by one and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering ca Iculations, 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 forthe Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developedeertam portions of this
submittal package, inclusion of these materials undermy signature and seal signifies that I have reviewed this material and
havejudged 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 asC;MU%is�meanor, which may
include afire notto exceed$IO,000,as well as civil penaltiesupm $25,000 per violatiph`p'( ,,,,,,, 0111
1•;
North Carolina Professional Engineer's seal, signature, and date:
SEAL
23953,,E e
GI ;:
IN�r�Q Qom`
rn ruts``
per 15A NCAC 02T .0106(b):
w //t.
attest that this application for
(Signature Authorityl name & title from Application Item 1.3.)
fiasbeen reviewed by meand 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 wastewaterfrom this non -
discharge system to surfacewaters; or the land will result in an immediateenforccmentaction that may include civil penalties,
injunctiverelief, and/orcint ilia l prosecution. Iwill make no claim againsttbe Division of Water Resources should a condition
of this permit be violated. I also understand that irall required partsof this application package are not completed and t hat if
all required supporting information and attachments are not included, this application package will be retumed 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 notto exceed $10,000 as well ascivil penalties up to $25,000 per violation.
Signature: Y/Antes_'- Date:
FORM: FT 04-16 Page 5 of 5

Diviston of Water Resources
Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Town of Fairmont
Project Name for which flow is being requested: West Columbus PK-8 School
More than one FTSE inay be required for a single project if the owner of the WWTP is not responsible for al! 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: Fairmont Regional WWTP
b. WWTP Facility Permit #: NC0086550
A11 flows are in MGD
c. WWTP facility's permitted flow 1.750
d. Estimated obligated flow not yet tributary to the WWTP 0,477
e. WWTP facility's actual avg. flow 1.210
f. Total flow for this specific request 0.00575
g. Total actual and obligated flows to the facility 1.693
h. Percent of permitted flow used 97%
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)
(B)—(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary F1owPlus
(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
(pi) 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): Fairmont Regional WWTP
Downstream Permit Number: NC0086550
Page 1 of 6
FTSE 10-18

Ill. Certification Statement:
I x / A (U%__ certify to the best of my knowledge that the addition of
the volume of wK§tewater 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.
Page 2 of 6
FTSE 10-IS

State of North Carolina
Department of Environmental Quality
rs c� Division of Water Resources
Divlslon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Boardman
Project Name for which flow is being requested: West Columbus PK-8 School
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 #:
All flows are in MGD
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 0.00575
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
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)
(F)=(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 / p�,
Flow, Daily Flow,
Obligated
Available
Number) No. MOD MOD
MOD MOD
Flow
Capacity***
Boardman WQ0033081 2.160 0.864
0.372 0.197
0.569
0.295
Cerro
WQ0033081 1.994 0.797
0.183 0.164
0.347
0.450
* 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): Fairmont Regional WWTP
Downstream Permit Number: NC0086550
Page 1 of 6
FTSE 10-18

III. Certification Statement:
IRg ^lip certify to the best of my knowledge that the addition of
the volume 6f—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 11 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 Offtial Signature
Page 2 of 6
FTSE 10-18

CLH design, p.a.
400 Regency Forest Drive, Suite 120
Cary, North Carolina 27518
P: 919.319.6716
www.clhdesignpa.com
Letter of Transmittal
CLH Project Number: 18-144
CLH
December 04, 2019
To:
Wilmington Regional Office - Water Quality Section
Company:
NCDEQ- Water Quality Section
Address:
127 Cardinal Drive Ext.
City/State/Zip:
Wilmington, NC 28405
Phone:
910-796-7215
Method:
UPS
Subject:
West Columbus PK-8 School - Sewer Permit Application
Copies
Date
Description
2
12-04-19
Original and copy of Fast Track Application
1
12-04-19
$480 Review Fee
1
12-04-19
Cover Letter (See this sheet)
1
12-04-19
FTSE
1
12-04-19
Cop of USGS
1
12-04-19
Street Level Map
1
12-04-19
Set of Utility Plans
1
12-04-19
Electronic Copy of above mentioned items
Additional Remarks:
We are pleased to submit to you the West Columbus PK-8 School plans and documentation for sewer permit
approval and review.
Please feel free to contact me if you have any questions.
Thanks,
Hannah Banks, El
' E I V E
Cc: File MAR 13 2020
RECEIVED/NCDENR/DWR
F 020
Water Quality Regional
WilOperations Section
gton Regional office
CLH design, p.a.

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Columbus County Schools Portion of USGS Quad Map
West Columbus PK-8 School North Cerro Gordo, NC - 2019
Scale: 1" = 2,000'

1213/2019
Cerro Gordo Elementary School - Google Maps
Google Maps Cerro Gordo Elementary School
West Columbus PK-8 School
Imagery 02019 Maxar Technologies, U.S. Geological Survey, USDA Farm Service Agency, Map data C2019 100 ft _— -- _-
https:llw .google.com/maps/place/Cerro+Gordo+Elementary+SchwU@34.3288758, 78.9314152,566m/data=!3ml!te3!4m5!3m4!1sOxO:Oxb004f7773093aca8!8m2!3d34.328933114d-78.9309968 1/1

Hunkele, Dean
From: Hunkele, Dean
Sent: Friday, February 21, 2020 1:10 PM
To: Hannah Banks
Cc: Renee C. Pfeifer
Subject: RE: [External] RE: West Columbus PK-8 sewer app
Importance: High
Yes please revise the app for only the new allocation needed and use that value for the two FTSE forms. I can't process
the app until I get these.
Feel free to scan and email these to me.
Dean " Sewer Rat" Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.goy/contact/regional-offices/wilmington
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emoils, it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources-
permits/pe res/co I Iection-system s-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Hannah Banks [mailto:[e-mail]]
Sent: Friday, February 21, 2020 12:58 PM
To: Hunkele, Dean <[e-mail]>
Cc: Renee C. Pfeifer <[e-mail]>
Subject: [External] RE: West Columbus PK-8 sewer app

Hunkele, Dean
From: Hannah Banks <[e-mail]>
Sent: Friday, February 21, 2020 12:58 PM
To: Hunkele, Dean
Cc: Renee C. Pfeifer
Subject: (External] RE: West Columbus PK-8 sewer app
Attachments: C1.01 STAKING.pdf; C2.01 DEMO.pdf; C5.01 UTILITY.pdf
Dean,
Thanks for following up on our sewer application. See my responses in red:
Is this a new or replacement school being built where the current Cerro Gordo Elementary school is located? I
so, then I am assuming that flow was allocated for the current school and its connected since the existing PS is
adjacent to it. If I am correct, then the downstream permit would be WQ0033081 (attached); per the
application 5,500 gpd was allocated for each school. Thus, we would only need new flow allocation for the
difference/increase. See the staking and demo plans for reference. This site will demolish multiple existing
school buildings, keeping two existing buildings. We're proposing one main building and an additional building
addition that both will connect to a remaining school building. I can provide you a revised application showing
the difference in flow allocation if this is what you are after.
For the Flow Tracking form, I need a current execution of the form and we actually need one from Fairmont for
the WWTP and another from Boardman for the 2 downstream pump stations included in the attached
permit. Also, need to make sure you use the current version (FTSE 10-18). 1 will get these re -filled out using the
latest forms.
3. Is the line listed in the app all new? Is there any existing line that will be reused? If any existing will remain then
I need that size & length summary. Yes, the only sewer listed is new sewer line. This sewer taps onto and
existing manhole which eventually feeds to an existing pump station right outside our property boundary. We
have one sewer service that is tapping onto a manhole along Andrew Jackson highway. The remaining sewer are
all services that feed into the main that was listed on fast track app. If you need any additional sewer lines listed,
please let me know.
Let me know your thoughts and what additional information you may need to complete this application package.
Thanks!
Hannah Banks, El
Civil Designer
CLH design, p.a.
Collaborative Landscape Architecture and Civil Engineering
400 Regency Forest Drive, Suite 120
Cary, NC 27518
919.319.6716, ext. 4024