WQ0039049_Application (FTSE)_20190822

State of North Carolina
Department of Environmental Quality
D,WIR Division of Water Resources
Division of Water Resources 15A NCAC 02T.0300 - FAST TRACK SEWER SVSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: -,t oW � (to be completed by DWR)
All items must be completed or the anplication will be returned
1. APPLICANT INFORMATION:
I . Applicant's name: Town of Saratoga (company, municipality, HOA, utility, etc.)
2. Applicant type: [] Individual F1 Corporation D General Partnership El Privately -Owned Public Utility
El Federal D State!County E] Municipal El Other
3. Signature authority's name: Charles Thomas Hawkins per I SA NCAC 02T .0 1000)
Title: Mayor
4, Applicant's mailing address: PO Box 206 XC Dept Of Environmental Quality
City: Saratog State: NC Zip: 27873---..
5. Applicant's contact information: AUG 2 2 2019
Phone number: [phone] Email Address: saratopaesaratoganc.or
11. PROJECT INFORMATION: Raleigh Regional office
I - Project name: Speight School Road Sewer Project
2. Application: Project status: 21 Proposed (New Permit) El Existing Permit/Project
If a modirication, provide the existing permit number: WQ00"11 and issued date: *1,4 Ill
If new construction but part of a master plan, provide the existing permit number: WQOO_
3. County where project is located: Wilson
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.654440 Longitude: -77.795522'
5. Parcel ID (if applicable): _
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I . Professional Engineer: Mike Tolson License Number: 028911
Firm: Mack Gay Associates -PA
Mailing address: 1667 Thomas A Betts Pkwy
City: Rocky Moun State: NC Zip: 27804
Phone number: (22_52) 446-3017 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITV (WWTF) INFORMATION:
I. Facility Name: Town of Stantonsburg Wastewater Treatment Facilily Permit Number: NCO057606
Owner Name: Town of Stantonsbure
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Pen -nit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): _
FORM: FTA 04-16 Page I of 5

V1. GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0Yes []No EINIA
2. If the Applicant is a Developer of lots to be sold, has a QgyeIQpu'.s Operational Agreement (FORM: DEV) been attached?
El Yes E]No FINIA
3. If the Applicant is a Home. Property Owners' A-55ociation, has an OR rational A reement (FORM: HOA been attached?
El Yes E]No FlN-'A
4. Origin of wastewater: (check all that apply):
Residential Owned Retail (stores, centers, malls) El Car Wash
Residential Leased Retail with food preparationtservice Hotel and/or Motels
El School! preschool.' day care Medical I dental 'veterinary facilities Swimming Pool /Clubhouse
0 Food and drink facilities Church El Swimming Pool/Filter Backwash
[] Businesses !offlces 1 factories E] Nursing Home E] Other (Explain in Attachment)
5. Nature of wastewater: 100 ?,o' DomestioCommercial % Commercial
—%Industrial (See 15 A NCAC-02T.010,'3(20)
I b Is there a Pretreatment Program in effect? E] Yes F1 No
6. Has a flow reduction been approved under 15A-NCAC 02TMA(f)? El Yes 0 No
> If yes, provide a cony of flow reduction aporoval letter
7. Summarize wastewater generated by project:
Establishment Type (see 221.0114
Daily Design Flow 1-b
No. of Units
Flow
Dwelling Unit
360 gal/Dwelling
10
3,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
31(pUD GPD
V'K Oki
a See 15A NCAC 02T.01 l.4LbJ,.(d)._(gJL1J 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--42A4
b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:_ GPD (per 15A NXA�!-Q211.0j 4)
> Do not include future flows or previously pe�—rmiued allocations _L
Ifpen-nitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number:
El Rehabilitation or replacement of existing sewer with no new flow expected
E] Other (Explain): —
FORM: FTA 04-16 Page 2 or5

VI 1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
I . Summarize gravity sewer to be permitted:
VIII.
1.
2.
3.
4.
5.
Size (inches) Length (feet) Material
8 2,780 PVC
Section 11 &1][ of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section IH contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (if Applicable) — 02T.0305 & MQC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name: Sneight School Road Pump Station
Approximate Coordinates (Decimal Degrees): Latitude: 35.654496 Longitude: -77.796165
Design flow of the pump station: .033 millions gallons per day (firm capacity)
Operational point(s) of the pump(s): 50 gallons per minute at I 10 feet total dynamic head (TDH)
Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
jo
6. Power reliability in accordance with 15A NCAC 02T.0305(hl([):
f e r Z _q 4,
71 ---1 r—
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
F1 Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
-4-4�
1-7-M
Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T.0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timefi-ames, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page3 of5

Ix. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC _021.0305[f) & (g)
I
10� 15A NCAC 02T.0305(b contains minimum senarations that shall he provided for.,;ewer qvqtt-mq-
El Yes [:]No
Setback Parameter*
Separati n Required
Storm sewers and other utilities not listed below (vertical)
24inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains �horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
IS 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 I or
Class U impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Jop slope of embankment 0 cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
)�- 15A NCAC 02T.0305W contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC surface WpLer Classifications webpage
�- If noncompliance with 02T.Q305(U._QrJvJ see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 21 Yes El No
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B.0200? Yes El No
�- This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? E Yes M No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permittim,
Branch
5. Does project comply with 15A NCAC 02T.0 105(c Lfi) (additional permits. --certifications)?
[9 Yes [:]No
Per 15A NCAC 02T.0 1 05(c)(6], directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[I Yes ED No
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 1,5A NCAC 02T, the )4.inimum Desip'n Criteria for the Perrnitfi% of Pufflg Stations
and Force Mains Oatem vusion), and the Gravity Sewer Minimum Des.ign Criteria (Litest veE� �on as applicable?
[9 Yes El No
IfNo, complete and submit the VariancelAitemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Aimlication and suoperting documents.
2. Professional Engineer's Certification-
Pol
Engineer's name from Application Item 111.1.)
.attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
havejudged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall 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.A
North Carolina Professional Engineer's seal, signature, ai
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, C-9AFUS THmk% aAu))(_1�45 - IMAJor— attest that this application for
(Signature Authority's name & title ftom Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being retumed 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 S25,000 per violation.
YX MJA NO
FORM: FTA 04-16 Page 5 of 5

KqCL4
Mack Gay Associates, P.A.
Engineering - Surveying - Planning
1667 Thomas A. Betts Pkvvy., Rocky Mount, NC 27804
Phone: [phone] - Fax: [phone]
Firm License: C-0569 - vvww.mackgaypa.com
LETTER OF TRANSMITTAL
Date: 0111211201
Project Name: Saratoga -9 Apeigh School Road Sanitary Sewer Extension
Project No.: P 140065
To: Jason T. Robinson
We are sending f he following via standard mail delivery:
NC Dept of lEnvironmental Quality
AUG 2 2 2019
Raleigh Regional Office
ITEM NO.
QTY.
ITEM
DESCRIPTION
2
Permit Application
Permit Modification Package
I
Application Fee
$480 Check payable to NCDEQ
THESE ARE TRANSMITTED as checked below:
For approval F] Approved as submitted 1:1 Resubmit copies for approval
For your use Approved as noted [—]Submit copies for distribution
As requested Returned for corrections Return corrected prints
FIFor review and comment
REMARKS:
Jason,
Per our previous email conversation, please find the enclosed package that represents our
request for modification to the existing permit WQ0039049 for the Town of Saratoga - Speight
School Road Sewer Extension. If you have any questions, please feel free to give me a call.
Mike Tolson
[e-mail]

Cashion, Ted
From: Robinson, Jason
Sent: Tuesday, September 24, 2019 2:26 PM
To: Cubeta, Julie; Cashion, Ted-, Colson, Kim
Cc: Bolich, Rick; Risgaard, Jon; tucker, john
Subject: RE: Saratoga Sewerline
Thanks Julie, we hadn't seen anything about the second pump station until we recently got a request to modify the
sewer extension permit we issued.
We'll proceed with issuing the modification.
Thanks for your help.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E,moil correspondence to andfrom this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Cubeta, Julie
Sent: Tuesday, September 24, 2019 1:06 PIVI
To: Robinson, Jason <[e-mail]>; Cashion, Ted <ted. cash ion@ ncd e n r.gov>; Colson, Kim
<[e-mail]>
Cc: Bolich, Rick <[e-mail]>; Risgaard, Jon <[e-mail]>; tucker, john
<[e-mail]>
Subject: RE. Saratoga Sewerline
Jason,
There are two pump stations in the project, based on the correspondence attached. One is the primary pump station,
one is a small pump station (grinder pump) needed to serve one house. This project ultimately could serve only ten
houses, so line was cut out of the project. See the attached -
Julie Haigler Cubeta, IVIPA
Supervisor, CDBG-Infrastructure Unit
Division of Water Infrastructure
Department of Environmental Quality
919-707-9189 office
julie-cubetaOncdenr-qov
Mailing Address - 1633 Mail Service Center, Raleigh, North Carolina, 27699-1633

Cashion, Ted
From:
Robinson, Jason
Sent:
Tuesday, September 24, 2019 12:42 PM
To:
Cubeta, Julie; Cashion, Ted-, Colson, Kim
Cc:
Bolich, Rick; Risgaard, Jon; tucker, john
Subject:
RE: Saratoga Sewerline
Julie/John,
Sorry to keep bothering everyone about this, but before issuing a modified sewer extension permit, we wanted to make
sure we all understood what was installed, since it was CDBG-funded.
• The original plan and original permit were for 4,900 feet of 8" gravity, and one Pump Station and some
forcemain.
• What was installed was 2,000 feet of 8" gravity, a Pump Station and force main, and AN ADDITIONAL simplex
pump station and associated force main that wasn't on the original plan/permit (This eliminated a lot of the
gravity line in the original plan/permit).
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to andfrom this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Robinson, Jason
Sent: Wednesday, September 18, 2019 9:22 AM
To: Cubeta, Julie <[e-mail]>; Cashion, Ted <[e-mail]>; Colson, Kim
<[e-mail]>
Cc: Bolich, Rick <[e-mail]>; Risgaard, Jon <Ion. risgaa rd @ncdenr.gov>; tucker, john
<[e-mail]>
Subject: RE: Saratoga Sewerline
ThanksJulie,
I just want to make sure we're understanding each other. The plans always had one public pump station. However,
when they constructed the project, they added a SECOND pump station. This second pump station, that was not in the
original plans, was a private simplex pump station in a front yard with a 1" forcemain. By adding this second private
simplex pump station, they eliminated almost 2,000 feet of gravity sewer that was shown in the original application and

original permit, We just want to make sure you were aware that they added this second pump station, and therefore
only installed 2,790 If of 8" gravity, instead of the 4,900 If of 8" gravity that was in the original application and permit.
Thanks,
Jason
------------
Jason T. Robinson, P-E,
Raleigh Regional Office
Water Quality Regional operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates—
E-mail correspondence to andfrom this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Cubeta, Julie
Sent: Monday, September 16,2019 11:16 AM
To: Cashion, Ted <ted.cashion(@ncdenr.goV>; Robinson, Jason <*ason,t.robinson(@ncdenr,gov>; Colson, Kim
< ki rn -Colson C&ncdenr.gov>
Cc: Bolich, Rick <rick,bolichPncdenr.jzov>; Risgaard, Jon <iggLC-I-sE-a-a-r-d_.(P__ncdenr.gov>; tucker, john
<LQhn.tucker(&ncdenr.gov>
Subject: RE: Saratoga Sewerline
Ted,
I talked to John Tucker about this, and he has verified that there was a pump station included in the drawings submitted
to us for the project. We agree with the modification to the permit.
Julie Haigler Cubeta, MPA
Supervisor, CDBG-Infrastructure Unit
Division of Water Infrastructure
Department of Environmental Quality
919-707-9189 office
iulie-cubeta(a)ncden qov
Mailing Address - 1633 Mail Service Center, Raleigh, North Carolina, 27699-1633
Street Address - 512 N. Salisbury St, Raleigh, North Carolina, 27604
;:QUAL HCUSMG
6PPORTUNITY
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

Cashion, Ted
From: Cubeta, Julie
Sent: Tuesday, September 24, 2019 1:06 IPM
To: Robinson, Jason; Cashion, Ted; Colson, Kim
Cc: Bolich, Rick; Risgaard, Jon; tucker, john
Subject: RE: Saratoga Sewerline
Attachments: Additional funds approved - Saratoga 15-1-2756.pdf
Jason,
There are two pump stations in the project, based on the correspondence attached. One is the primary pump station,
one is a small pump station (grinder pump) needed to serve one house. This project ultimately could serve only ten
houses, so line was cut out of the project. See the attached -
Julie Haigler Cubeta, MPA
Supervisor, CDBG-Infrastructure Unit
Division of Water Infrastructure
Department of Environmental Quality
919-707-9189 office
0 [e-mail]
Mailing Address - 1633 Mail Service Center, Raleigh, North Carolina, 27699-1633
Street Address - 512 N. Salisbury St, Raleigh, North Carolina, 27604
Nothing Compores
EQUAL HOUSING
OPPORTUNITY
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, September 24, 2019 12:42 PIVI
To: Cubeta, Julie <[e-mail]>; Cashion, Ted <[e-mail]>; Colson, Kim
<[e-mail]>
Cc: Bolich, Rick <[e-mail]>; Risgaard, Jon <[e-mail]>; tucker, john
<[e-mail]>
Subject: RE: Saratoga Sewerline
Julie/John,
Sorry to keep bothering everyone about this, but before issuing a modified sewer extension permit, we wanted to make
sure we all understood what was installed, since it was CDBG-funded. -

0 The original plan and original permit were for 4,900 feet of 8" gravity, and one Pump Station and sorne
forcemain.
0 What was installed was 2,000 feet of 8" gravity, a Pump Station and force main, and AN ADDITIONAL simplex
pump station and associated force main that wasn't on the origina[ pIan/permit (This eliminated a lot of the
gravity line in the original plan/permit).
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Per nitting Updates"
E-mail correspondence to andfrom this address may be subject to the North Carolina Publtc Records.Low and may be disclosed to
third parties,
From: Robinson, Jason
Sent: Wednesday, September 18, 2019 9:22 AM
To: Cubeta, Julie <iulie.cu beta 0 ncdenr.gov>; Cashion, Ted <ted.cashion(@ncdenr.aov>; Colson, Kim
<kim.coIson0ncdenr.gov>
Cc: Bolich, Rick <rick.bolich(@-ncdenr.gov>; Risgaard, Jon <[e-mail]>; tucker, john
Subject: RE: Saratoga Sewerline
ThanksJulie,
I just want to makesure we're understanding each other. The plans always had one public pump station. However,
when they constructed the project, they added a SECOND pump station. This second pumpstation, that was not in the
original plans, was a private simplex pump station in a front yard with a 1" forcemain, By adding this second private
simplex pump station, they eliminated almost 2,000 feet of gravity sewer that was shown in the original application and
original permit. We just want to make sure you were aware that they added this second pump station, and therefore
only installed 2,790 If of 8" gravity, instead of the 4,900 If of 8" gravity that was in the original application and permit.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200

Cashion, Ted
From: Cubeta, Julie
Sent: Monday, September 16, 2019 11:16 AM
To: Cashion, Ted; Robinson, Jason, Colson, Kim
Cc: Bolich, Rick; Risgaard, Jon; tucker, john
Subject: RE: Saratoga Sewerline
Ted,
I talked to John Tucker about this, and he has verified that there was a pump station included in the drawings submitted
to us for the project. We agree with the modification to the permit.
Julie Haigler Cubeta, MPA
Supervisor, CDBG-Infrastructure Unit
Division of Water Infrastructure
Department of Environmental Quality
919-707-9189 office
iulie.cubetaOncdenr.-gov
Mailing Address - 1633 Mail Service Center, Raleigh, North Carolina, 27699-1633
Street Address - 612 N. Salisbury St, Raleigh, North Carolina, 27604
r - Ir-
t
'Nothing Compares - --
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
EOUAL HOU&NG
OPPORTUNITY
From: Cashion, Ted <[e-mail]>
Sent: Monday, September 16,2019 8:52 AM
To: Robinson, Jason <[e-mail]>; Colson, Kim <[e-mail]>; Cubeta, Julie
<ju lie.cu beta@ n cdenr.gov>
Cc: Bolich, Rick <[e-mail]>; Risgaard, Jon <[e-mail]>
Subject: RE: Saratoga Sewerline
Hi Kim and Julie,
Just following up on Jason's email below. We'll issue the modified permit upon your approval.
Thx
ted
Ted Cashion

Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted -cash ion CM ncdfn �.ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection Sygpm t
Email correspondence to ondfrom this address may be subject to the North Carolina Public Records Low and may be
disclosed to third Parties unless the content is exempt by statute or other regulation.
From: Robinson, Jason
Sent: Monday, September 09, 2019 10:02 AM
To: Colson, Kim <kim.colso n(Mncdenr.gov>; Cubeta, Julie qqksuktkeag,�,>
Cc: Cashion, Ted <ted.cash ion 9DPcdenr.gov>; Bolich, Rick <rick-bolichA icdenr.gov>
Subject: Saratoga Sewerline
Hi Kirn/Julie,
We (DWR, RRO) issued a sewerline permit in July 2017 for a Saratoga sewerline that was funded by DWI to connect
old/failing septic systems. We had many conversations with Chonticha McDaniel at the time (and Julie, I think, I
apologize I can't remember).
Because of concerns of the receiving collection system and treatment plant (Stantonsburg), our permit limited and
-specified the houses that could connect to this new Saratoga line.
The original permit was for 4,900 If of 8" gravity. We recently received a request from the permitee to modify the
permit to Only include 2,800 If of 8" gravity. Apparently the project been installed, but they only installed 2,800 If of 8"
gravity. The reason they installed less gravity is because they put a simplex Pump station on one house and forcemained
to the gravity, eliminating the need for —2,000 feet of gravity (the simplex ps and Im is permitted by regulation, and will
not be included in the modified permit).
We will issue the modified permit, but since it was funded by DWI, we want to make sure you are aware of these
changes to the project.
Please let me know if you are okay with this change, or if we need to discuss further.
Thanks,

Cashion, Ted
From: Cashion, Ted
Sent: Monday, September 16, 2019 8:52 AM
To: Robinson, Jason; Colson, Kim; Cubeta, Julie
Cc: Bolich, Rick; Risgaard, Jon
Subject: RE: Saratoga Sewerline
Hi Kim and Julie,
Just following up on Jason's email below. We'll issue the modified permit upon your approval.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashionRncdenr.gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection Svstem & Sewer Permitting Updates
Email correspondence to andfrom this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Robinson, Jason
Sent: Monday, September 09, 2019 10:02 AM
To: Colson, Kim <[e-mail]>; Cubeta, Julie <julie.cu beta @ncdenr.gov>
Cc: Cashion, Ted <[e-mail]>; Bolich, Rick <[e-mail]>
Subject: Saratoga Sewerline
Hi Kim/Julie,

We (DWR, RRO) issued a sewerline permit in July 2017 for a Saratoga sewerline thal was funded by DWI to connect
old/failing septic systems. We had many conversations with Chonticha McDaniel at the time (and Julie, I think, I
apologize I can't remember).
Because of concerns of the receiving collection system and treatment plant (Stantonsburg), our permit limited and
specified the houses that could connect to this new Saratoga line.
The original permit was for 4,900 If of 8" gravity. We recently received a request from the permitee to modify the
Permit to only include 2,800 If of 8" gravity. Apparently the project been installed, but they only installed 2,800 If of 8"
gravity. The reason they installed less gravity is because they put a simplex pump station on one house and forcemained
to the gravity, eliminating the need for -2,000 feet of gravity (the simplex ps and I'm is permitted by regulation, and will
not be included in the modified permit).
We will issue the modified permit, but since it was funded by DWI, we want to make sure you are aware of these
changes to the project.
Please let me know if you are okay with this change, or if we need to discuss further.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to collection System & Sewer Permitting Updates.*
E-mail correspondence to andfrom this address may be subject to the North Carolina Public Records Lo,-,, and may be d.-sclosed to
thirdparties.
From: Mike Tolson [mailto:mike(W ' mackRaypa.com]
Sent: Monday, August 26, 2019 10:31 AM
To: Robinson, Jason <Lason.t.robinsonRncdenr.aov>
Cc: Brenda Wilson <[e-mail]>; Matthew Beasley <MBeasIevPhgreynoIds.net>; Ken Long
t
<[e-mail] >; Helen Page <[e-mail]>; Joe Dooley <dooIeyfiAaol.com>; Scott Bumgarner
<scott(@mackRaV,pa.com>; Angela Clark <[e-mail]>; Cashion, Ted <ted.cashion(@ncdenr.gov>; Bolich,
Rick <rick.bolich(ancdenr.gov>
Subject: [External] Re: P140065-Speight School Road Sanitary Sewer Extension
W-1 9 -, f RTIT A r4, fb -60
r3
Jason,
To answer your questions from the Friday:
1. The application is requesting to revise the length of line from 4,900 to 2,800. Does the project still only serve
the addresses that are specified in the permit?
Yes, we were limited by the permit allocation restrictions to only serve the addresses in the permit. At this time, only 10
services have been "tapped" onto the new line.

-� � q C) �(q
Cashion, Ted V)V
From: Mike Tolson <[e-mail]>
Sent: Monday, September 09, 2019 9:18 AM CQ�t
To: Cashion, Ted WJ
Subject: (External) Re: Speight School Road Sewer project fast track sewer extension modified
application, W00039049 mod 2
iot-Odk,'Urikg'or.dpen�aMcFi;e—hiiuti[Osr,—ioi7v—� �.Sen�djllsus�plcfciis7e-�ii-H as an attat-hmeiii-t-o-1
76L
It should include this length of 3", this is just a reconnection of the existing FM to the new configuration of the newly
installed lift station.
On Mon, Sep 9, 2019 at 8:57 AM Cashion, Ted <[e-mail]> wrote:
Hi Mike,
We are reviewing the application and drafting the modified permit for the subject facility. Just to clarify, the
application should include 300 If of 3" force main along with the 50 gpm pump station?
Upon your confirmation, we'll include the 300 If of FM in the application to expedite issuing this permit mod.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
I

1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to andfrom this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
Respectfully,
Michael D. Tolson, PE, PLS
Mack Gay Associates, P.A.
1667 Thomas A. Betts Pkwy
Rocky Mount, NC 27804
252.446.3017 (o)
252.343.6467 (m)
mikeCcbmackga TI.com
www.mac<qaypa.com

Robinson, Jason
From:
Mike Tolson <[e-mail]>
Sent:
Monday, August 26, 2019 10-31 AM
To:
Robinson, Jason
Cc:
Brenda Wilson; Matthew Beasley; Ken Long; Helen Page; Joe Dooleyr Scott Burngarner
Angela Clark; Cashion, Ted; Bolich, Rick
Subject:
[External] Re: P140065-Speight School Road Sanitary Sewer Extension
Attachments:
P140065 - Saratoga - Speight School Road Encroachment Permit - Approved.pdf,
P140065 - Saratoga Speight School Road Sanitary Sewer Extension Pump Station
Calculations 3-6-2017.pdf
!mdl emaX Do no
-links or open atiaiahments unless you ve_hfy.'_5enS all suspicious email as airi RucR-rie-n—tto
rema-Inampric.Rov
Jason,
To answer your questions from the Friday:
1. The application is requesting to revise the length of line from 4,900 to 2,800. Does the project still only serve
the addresses that are specified in the permit?
Yes, we were limited by the permit allocation restrictions to only serve the addresses in the permit. At this time, only 10
services have been "tapped" onto the new line.
2-The As-Builts shows a private pump station with a 1" forcemain. Does this pump station and forcemain meet the
following "Permitted by regulation" criteria?:
The private pump station is set in front yard of the house being served (6501 Speight School Road) and the 1" force main
is run along the right of way to discharge into MH 5 which is the northern most MH proposed by the project. Attached is
a copy of the approved encroachment agreement for your records.
a punip station and kircc main serving a sinudc btiildjng with lcs!� than 600 gallons per da� of flo,&
as calculated using, the wastcxatcr dcsi2n ilow rates in Rule 0 114 of thi-S Subchaptcr providIcd
tlmt:
(Al an easement for crossing another propert%: is obtained. a map is created. and both arc
rek:ordcd at the Re : ---istcr cif Deeds officc in the couniv of residence for both propcw,
owners and nins with the land or. in the cnsc ot'a f'orce- main traveling along a right-4-
way- documcnicd permission forni the dedicaied riuht-ol­�va% ow-ner to use such right -of'_
way'.
tB) if a lorce main is used. it tics into a non-pressurived pipc. manhole or 1% em ell.-
(C) tile S�stem is approved by the local building inspector as hving, in complete comphancc
Z� -
-vith the North Carolina Plumbing Code to the point ol'connection to tile exisfing, sc%%cr:
and
ID) no other connections are made to the sc%vcr %%tthoui prior approval korn the Division,
3. There doesn't appear to be any information on the new public pump station included in the EC
submittal. Please see Standard Condition 7.b in the permit that requires pump station design calculations to be
submitted with the Certification.
My apologies on the omission of the pump station design information. Please find the attached file for your records.

On Fri, Aug 23, 2019 at 3:50 PM Robinson, Jason <iason.t,robinson(&ncdenr.gov> wrote:
Thanks Mike,
Currently it's taking us around 6-7 weeks to review and issue permits. We'll try to get to this one in the next several
weeks since it's a modification request. Once we issue the new modified permit, we'll need the Engineering
Certification that is included in it to be signed and certified.
Just a couple questions from a cursory review of the As-Builts:
1. The application is requesting to revise the length of line from 4,900 to 2,800. Does the project still only serve
the addresses that are specified in the permit?
2. The As-Builts shows a private pump station with a 1" forcemain. Does this pump station and forcemain meet
the following "permitted by regulation" criteria?:
a putiq) -.,iatien and tbr%:%: inaln %cr-, Id, les-� thall 600 ymllons per day of flow
mi ,atculatcd L1511711-' 111C %NaNte-�%-Iter SCIIIZn flov.t rd-,e:, in Rule ()l 1-1 of thi, Suhchapwr providicd
that.
an caicnient r*or erosocu, alothcr propert% k O�Iahled. a niar i--; ci-caled. and both ar,�
rccorded it the toa* D"d:, office in flie count\ of rcsidcnce "or buth prupci-ty
owners and nun, vi Ih Ilw land or, in Ili,: ca-Lc ol a jorce' niain ira%-cling along a right of.
t%ILV. det:uinented periniss,.on forin tile dodi,:atcd right of-,lavowner tO tl-�C SUCh TL ht -01 -
I H) I [Z-%rLc niain is tiscd. i'� tis into a n01J,prcs,.,iinzCd pipe. inanhok or
I C tile sxstcni is ippro-,ed b% tile local hL111ding iniPCLtor a-i 11Cin2 in coniploo conipliance
%vith thc Norih Carolina Plumbing Code to Ille Point 01-connection to the exiitirty, ie--%cr:
and
i Di no o I tier 4; oll.ri ecti on, 1re nw dz to Ih c scik er '.% I I hou -, r. rio r ap pro, al froin t lic D 3 % i!,j o n.
3. There doesn't appear to be any information on the new public pump station included in the EC
submittal. Please see Standard Condition 7.b in the permit that requires pump station design calculations to be
submitted with the Certification.
Jason T. Robinson, P.E.
Raleigh Regional office
Water Quality Regional Operations
NC Division of Water Resources, DEQ

919-791-4200
"Subscribe to Collection System & Sewer Permitting Ugdates**
E-mail correspondence to andfrom this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Mike Tolson <mikeC8DmackgayRa.com>
Sent: Wednesday, August 21, 2019 11:22 AM
To: Robinson, Jason <Lason.t.robinsonPncdenr,gov>
Cc: Brenda Wilson <sa ra toga (@sa ratoga nc. org>; Matthew Beasley <M BeaslevP hireynolds. net>; Ken Long
<KIon&@hiRreynoIds.net>; Helen Page <hDageftcocog.orp; Joe Dooley <doolevf!Paol.com>; Scott Bumgarner
<scottPmackgayoa.com>; Angela Clark <angeIa(@mackgayPa.com>
Subject: Re: [External) P140065-Speight School Road Sanitary Sewer Extension
�ndilfsuspiciou—s—em-7Fas—a,)uftriftmL, nt tcr
Jason,
Hard copies will be mailed tomorrow of this form along with the application permit fee. I wanted to get you a digital
copy of the revised FTA application that modifies the previously issued permit WQ0039049. The Town has signed the
revised permit and is hereby intended to make application for a revised permit so that we can proceed with
certification and final acceptance of the improvements to the sanitary sewer system. Please advise as to whether you
need anything else from our office regarding this and I look forward to hearing from you on this matter.
On Mon, Aug 5, 2019 at 3:02 PM Robinson, Jason <aason.t.robinson(&ncdenr.gov> wrote:
Hi Mike,
The last permit we issued for this project was a modified permit issued July 14, 2007. It was for 4,900 LF of 8" gravity,
300 LF of 3" FM, and a 50 GPM duplex grinder pump and 3,600 gallons of flow (10 homes).

It sounds like only 2,800 LF of gravity was installed. If that's the case, this is greater than a 101% deviation from what's
in the permit, and therefore a fast -track modification application would need to besubmitted (along with fee) that
shows what was actually installed, and we'd to issue another modified permit. After you received the newly modified
permit, the Engineering Certification that is attached to the new permit would need to be submitted to this office
along with record drawings and pump calcs.
The address for this office (Raleigh Regional) is on the fast -track application and on the permit that was issued.
Please let me know if you have any questions.
-Jason
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919,791-4200
**—Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to andfrom this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Bolich, Rick
Sent: Monday, August 05, 2019 2:02 PM
To: Robinson, Jason <iason.t.robinson(a)ncdenr.Lov>
Subject: FW: [External] P140065-Speight School Road Sanitary Sewer Extension

Hi Jason;
Can you please respond to Mr. Tolson's original inquiry that he sent to Jay Zimmerman?
rb
From: Zimmerman, Jay
Sent: Monday, August 5, 2019 12:55 PM
To: Mike Tolson <mike2mackgaypa.com>
Cc: Bolich, Rick <[e-mail]>
Subject: RE: [External] P140065-Speight School Road Sanitary Sewer Extension
Mr. Tolson,
Thank you for the certification for the subject project and your clarification regarding the project length. I am
forwarding this certification and your questions to Mr. Rick Bolich, Assistant Regional Supervisor of the Raleigh
Regional Office. Mr. Bolich will assign the certification to the appropriate staff in the office for review. By copy of this
email I will ask Rick to have one of his engineers contact you to answer your questions and provide additional
guidance. If you have any questions or require additional assistance, please don't hesitate to reach out to me.
Sincerely,
S. Jay Zimmerman, P.G., Chief
Water Quality Regional Operations Section
Division of Water Resources
1617 Mail Service Center, Raleigh, NC 27699-1617
Ph# [phone]
web page: httg://www.ncwater.org/

Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the
content is exempt by statute or other regulation.
From: Mike Tolson <mike(@mackRaypa,com>
Sent: Friday, August 02, 2019 12:37 PIVI
To: Zimmerman, Jay OV>
Cc: Matthew Beasley < greynolds.net>; Brenda Wilson <sara toga (Rsara toga n c. org>; Helen Page
< h Pa ge 00) ucocog. o rg>; Sco tt B u mga rn e r < >
Subject: [External] P140065-Speight School Road Sanitary Sewer Extension
n6t. �ft]IKO'Or.b.perf aft4-FM—RU OrLidnYou eM V -aT-a—TTd"ffaWirr.Wt tO
Mr. Zimmerman,
Regarding Permit No. WQ0039049 for the Town of Saratoga, please find the attached record / as built drawings and
final certification for the sewer extension covered by the permit.
I have noted on the certification that the length originally permitted by this project was 4,900 LF of 8" gravity sewer
main. The installed length is closer to 2,800 LF. This difference is due to the various modifications and associated with
the project that could be supported by the interlocal agreement in place between Saratoga and Stantonsburg. With
these revisions, I am unsure whether the final permitted length of gravity sewer construction was ever updated to
reflect the final approved alignment and lengths that were grant eligible.
If your office requires that we resubmit a revised FTA form for good housekeeping measure, please advise. I will
forward the original certification to your office once you have informed me of the need for the revised permit
application so as to provide one complete package for your review. Thank you for your direction and assistance
regarding this matter.
Respectfully,

Michael D. Tolson, PE, PLS
Mack Gay Associates, P.A.
1667 Thomas A. Betts Pkwy
Rocky Mount, NC 27804
252.446.3017 (o)
252.343.6467 (m)
mike(& mackqaypa.com
www.mackqaypa.com
Respectfully,
Michael D. Tolson,, PE, PLS
Mack Gay Associates,, P.A.
1667 Thomas A. Betts Pkwy
Rocky Mount, NC 27804
252.446.3017 (o)
252.343.6467 (m)
mike(cbmackgaypa.com
www.mackqaypa.com
Respectfully,
Michael D. Tolson, PE, PLS
Mack Gay Associates.. P.A.
1667 Thomas A. Betts Pkwy
Rocky Mount, NC 27804
252.446.3017 (o)
252.343.6467 (m)
[e-mail]
www.mackqaypa.com

zr
V5
rm
x >
61
rL
to.
a A. m. w
— . a ,:i 9
m C�
c
gm
2
0 '�c Al
&
3
!a —E
ca
T 3
-.2
a
5 A
r n ga
I
CL

z
Z
Z
Oe
Z; c n
Q Ro,
15
a t
rz
D "t
E
5
R
C2
c ot
E-
CC
ru. ;,7
2. =
= =
w
Lr.
-in
cc
CI
tr
rn-
rA
Ig
FL
Ir- R
Ta
Rw A
EL
R 21
Fj
zL Pr
n
Z
F
n= a
cr
ri
s
pil
5.
g
-C
W
;r EL
n
EL
El
c 1E
Er
ar
Fr
pi
s
E
s
Q--
n
ru
z F
E-
R
A. EL
ru

SM
fL
awl
ILI �v
iL
W,
SL
SL
9L a u a Ti
IL m
IL
oIN
ST
SL
ILI 6
SL
z t IL
ILI
g GL
SL
oil
I g R -7
ir
GL
cc,
n
S
SL
fn
'Ap
SL
SL
a 31
SL
K m
IL
rn 5
m
ar
if
CL
I [qm

I f
;j Ulf IM1111
T
L 0
5
I
Cn
12
EA
0
go
CL
U3
(D
on n
I.-
'FD
Uji 'Xi
S=0I shool RO d
1 Sewer PrIL-t
MA
Mock Gay Associates. P.A.
T— d
0
MGAspeght 5fKO R04T—
SdMWV Sewer Prqecl Mock Gov Asstscictas� P.A.
�**+Vm 1411;�Z—, -� — � '. I - ,
7— .1 lt.,V
Vf, � �jh

PI —L
a namia - oiwam
ir
41"
Vd,
-7 piog
T FaLow "PLAA m ww
ijTfl
IN
MP

Tf
:)Peghl 1110001 flOad
S.rwtwv Sew Prarom
Mack Gay Assoclaigg, VA,
ace� Is$.
t_'W
r
SILMarySe*OrProjecl
1 Pa. Via
Mack Gov Associates, P,A
T.
Ncm

I L
L
F�RIL
r
SarA 11.-Wes. P.A]
Wb- C--ft. -r
L
r —
fill
p
r —
4 !1
lil wl
Spew
t
)p
Mack Gay Anoclates. P.A.
0
0-
1P

I m
r
7
L
's
Fr3TVA C
—S rl_- t �&Gw 14
Shed Road
RM
S..
Q=., Z:I-1
?AQCk GOV Associates, P.A
o
,6
T— &
Oil
t
L
—17P �tSh-d Rood
NKA
SWAary Sewer FIr I Mack Gay
V-- 1� CIM Assoclules. P.A.
cc�**-Zm

t
t
lie
L
LZ
r — -t
P-0 I-
rf
speol Road
!itqck Gay-"Iato. PA.
U,-g -
01 -:7T
T-a III, -'-Z
w1w C-*.=
.41
- fl?
1
q� it
IL I
T',
M,
�17
I n'.;
Spool Shoci Road WA
Mack Gar Anackfts, PA.
9vam
wlh- G-ov NIIitI aw.1m

A
r
t
Speght Shoal Roma
I MaCk Gay ASsockdes. P k
SardlZa
T— d
9
vil lift i
0
IN!
V.1
L 11
94 It
if Hit
W.Ck -Gay AsSuClates. F.A

t
-W�
A
T
UP
Road
=5 Prc*d
Nm100,
Muck Gay Atsockites, P.A.
CNM406+jm
--Izn
Wb—C—ft m�.
Bawer Prood
�I M V2755

HIND
A2
Fn
rm
r
>
5t*d Roa
kv
I
tOCk "K SOC"t a P A
r
A.
r
Sd R.ad—
S—Cr
41i
ary PrC*f
C� v&+V"
Mock Gay Alloclales, F.A
I

X,
MU
. ir ill
-ul -tE
Sr
t
A.
A
9poOl Sho& Flood
Band S. I ro*ct
a
Mack Gcy Msoclatn P.A.
cm "+rm
wv"
twft
"OLF, R "cli
io
C
ct.
:
Owol Flood
com3l �zm
Mack Gay Assockfts, P.A.
wim— c—ft

MCOC; R-01 iu—
Sarutary Sewer Prqe
AkW* Gay Associates, F.A
cm- e—�
v
co�
JI
MGAspeot
shoal Road
Sentary Sewer Project
MackGoyftsoclalles F.A
NIt,
T— d
wl— C—"

fill
oil
.A!,
It
M1,11
mo,oviw r.
WAIFING:, P TO -WAY LINDIVIM
Wm ZDNI WAINKING 229112
NMI t
civigim W .19—n
I 14R.'C" I
IWV t A-11MV-1 11W I
sammol, am, JL
k1U W.~ =M1"T3jL
N
U,
dill
TONOUny LANK 9
�v *L60WmCnLvm Do". do, �,.Trm
k.C. J
md'. A
SPEOV SIKO Fload
Samtary Sewer Froled tIrk Gc-rV Asuckiles. P.A.
cc*:H rbvm
T— a lamp

Design Flows
Process Wastem-aier
16MO"901,
Dwellint, Units
26
Estimated Bedrooms/Dwelling Unit
3
Flow per bedroom - GPD
120
Average Daily Flow = GPD
9360
Peaking Factor
4.01
Peak Design Flow - GPD
37533,6
Minimum Pumping Rate Required- GPM
26.1
Average Daily Flow - GPM
6.5
Pump Design
Minimum Scouring Velocity
2 ft/s
Pumping Rate
GPM
Minimum Diameter Force Main
in
Velocity
2.3 Ws
Velocity Ok
-e ­ ti CARO,-S
....... `**1 ell
OzM
03/1"k�0/'7

IL
7.
LA
uo
0
rb
IJ
'D jj
rr.
Lr. tr
tr tn

P"et Well
Wet Well Bouyancy Calculations
Outside Dimensions
ft
Inside Dimensions
6.0 ft
Top Slab Elevation
113.5 ft
Bottom Elevation
84.1 ft
Extended Base Diameter
12.0 ft
Extended Base Thickness
1.0 ft
Top Slab Thickness
0.5 ft
Volume of Wet Mell Strucittre
Volume of Wet Well Risers 1131.4 ef
Volume of Wet Well Extend Base 113.1 ef
Total Volume of Wet Well Structure 1244.5 cf
Weight of Displaced Walei-
Approximate Depth to Ground Water ft
Volume of Displaced Water 1244.5 cf
Weight of Displaced Water 77659.4 IN
Meight qflf'et Mell Components Height (ft) Weight (lbs)
Top Slab 0.5 2886
Risers 29.4 45027
Base Slab 1.0 16965
Total Weight of Concrete 64878
Meight of&binerged Soil A bove Extended Base
Area of Extended Base 113 sf
Area of Wet Well Riser 38 sf
Area of Extended Base less Wet Well 75 sf
Height Above Grade I ft
Height of Soil Above Extended Base 27 ft
Volume of Soil Above Extended Base 2007 cf
Weight of Soil Above Extened Base (Estimate) �-! lbs/cf
Total Weigh ofSoil Above Extended Base 100354 lbs
Weight ofConcrete and Weight of Soil Above Extended Base 165232lbs
Weight of Water Displaced by Wet Well 77659 lbs
Factor of Safety (Minimum 1.5 Required) 2.13
Factor of Safety Acceptable

Total Dynamic [lead Calculations
Design Pump Rate 50-0 GPNI
0
Force LNlain Size 3 in
Force Main Lengnh* "�. .1 - ft
*Leng,thfi-om wet well wall to dischai-gc,
Force main lenght is 1,rreater than 1500 times
diameter. minor losses neglected
Fric:iion Hoad Calculatiom
New Old
Hazen -Williams C Factor 120 [00
Friction Head (ft) 74-6 104,5
Slalic Head Calculations
Pump Dischar,,.,,e Elevation 85.1 ft
Discharge Elevation ft
TotalStaticHead 28.9 ft
New Old
TO TA L D YjV4.V 11C fIEAD (ft) 103.5 133.4

Valve Vault
Valve Vault Bouyancy Calculations
Outside Dimensions
j 11
Inside Dimensions
6.0 ft
Top Slab Elevation
113. 5 ft
Bottom Elevation
106.5 ft
Extended Base Diameter
9.5 ft
Extended Base Thickness
1.0 ft
Top Slab Thickness
0.5 ft
Voltime of Valve PaultStr7tcutre
Volume of Valve Vault Risers 269.4 ef
Volume of Valve Vault Extend Base 70.9 c f
Total Volume of Valve Vault Structure 340.3 cf
Weight of Displaced Water
Approximate Depth to Ground Water
;
ft
Volume of Displaced Water
340.3
cf
Weight of Displaced Water
21233.1
lbs
11'eight of Valvc Fault Components
Height (fl)
Weight (lb!;)
Top Slab
0.5
2886
Risers
7.0
10721
Base Slab
1.0
10632
Total Weigh'. of Concrete
24239
Meight ofSubmerged Soil Above Ewunded Base
Area of Extended Base
71 sf
Area of Valve Vault Riser
38 sf
Area of Extended Base less Wet Well
32 sf
Height Above Grade
I ft
Height of Soil Above Extended Base
27 ft
Volume of Soil Above Extended Base
871 cf
Weight of Soil Above Extened Base (Estimate)
. lbs.-cf
Total Weigh of Soil Above Extended Base
43575 lbs
Weight of Concrete and Weight of Soil Above Extended Base
Weight of Water Displaced by Valve Vault
Factor of Safety (Minimum 1.5 Required)
Factor of Safety Acceptable
67814 lbs
21233 IN
3.19

Robinson, Jason
From: Robinson, Jason
Sent: Friday, August 23, 2019 3:51 PM
To: Mike Tolson
Cc: Brenda Wilson; Matthew Beasley; Ken Long; Helen Page; Joe Dooley; Scott Burrigarner,
Angela Clark; Cashion, Ted; Bolich, Rick ([e-mail])
Subject: RE: P1140065-Speight School Road Sanitary Sewer Extension
Thanks Mike,
Currently it's taking us around 6-7 weeks to review and issue permits. We'll try to get to this one in the next several
weeks since it's a modification request. Once we issue the new modified permit, we'll need the Engineering Certification
that is included in it to be signed and certified.
Just a couple questions from a cursory review of the As-Builts:
1. The application is requesting to revise the length of line from 4,900 to 2,800. Does the project still only serve
the addresses that are specified in the permit?
2. The As-Builts shows a private pump station with a 1" forcemain. Does this pump station and forcemain meet
the following "permitted by regulation" criteria?:
(3) n pump station and kirce mainseming a single buildin--, iviih les, than 600gallons per day ot'llow
as calculated usina the wastev alcr &SIen i1c-m rates -in Rule .0 114 ol'thi5 Subchapter'pro% idcd
that:
(A) an casement fior crossing another property is obtained. a map is created. and both are
recorded nt the Rcuister of" Deeds offlice in the county o( residence for both property
owners and runs wiih the land or. in the case ol'a force main traveling along a right-oll
xvay. documented pennission f'orni the dedicated rught-ol'-way owner to use such noIL-011'
Way'.
(13) il'a lorce main is ui�cd. it tic-, into a nun-prcssurizcd pipe. manhole or wetwcll-.
(C) the systern is approved by the local building inspector as bcin,-, in completc compliance
with the North Carolina Plumbin-, C odc to the point of connection to the existing sicwcr:
and
ID) no other conn"tions arc madc to the without prior approval frorn the Division.
3. There doesn't appear to be any information on the new public pump station included in the EC
submittal. Please see Standard Condition 7.b in the permit that requires pump station design calculations to be
submitted with the Certification.
------------
Jason T. Robinson, P.E.
Raleigh Regional office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to ondfrom this address may be subject to jt�e North Carolina Public Records Low and may be disclosed to
third parties.

From: Mike Tolson <mike@ mackgaypa.com>
Sent. Wednesday, August 21, 2019 11:22 AM
To: Robinson, Jason <[e-mail]>
Cc: Brenda Wilson <[e-mail]>; Matthew Beasley <M Beasley@ hgreynolds. net>; Ken Long
<Klong@ hgreynolds. net>; Helen Page <[e-mail]>; Joe Dooley <[e-mail]>; Scott Bumgarner
<[e-mail]>; Angela Clark <[e-mail]>
Subject: Re: [External] P140065-Speight School Road Sanitary Sewer Extension
Jason,
Hard copies will be mailed tomorrow of this form along with the application permit fee. I wanted to get you a digital
copy of the revised FTA application that modifies the previously issued permit WQ0039049. The Town has signed the
revised permit and is hereby intended to make application for a revised permit so that we can proceed with certification
and final acceptance of the improvements to the sanitary sewer system. Please advise as to whether you need anything
else from our office regarding this and I look forward to hearing from you on this matter.
On Mon, Aug 5, 2019 at 3:02 PM Robinson, Jason <iason.t.robinson(ZDncdenr.gov> wrote:
Hi Mike,
The last permit we issued for this project was a modified permit issued July 14, 2007. It was for 4,900 LF of 8" gravity,
300 LF of 3" FM, and a 50 GPM duplex grinder pump and 3,600 gallons of flow (10 homes).
It sounds like only 2,800 LF of gravity was installed. if that's the case, this is greater than a 10% deviation from what's
in the permit, and therefore a fast -track modification application would need to be submitted (along with fee) that
shows what was actually installed, and we'd to issue another modified permit. After you received the newly modified
permit, the Engineering Certification that is attached to the new permit would need to be submitted to this office along
with record drawings and pump calcs.
The address for this office (Raleigh Regional) is on the fast -track application and on the permit that was issued.
Please let me know if you have any questions.
-Jason

Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to ondfrom this address may be subject to the North Carolina Public Records Low and may be disclosed to
third partie5,
From: Bolich, Rick
Sent: Monday, August 05, 2019 2:02 PM
To: Robinson, Jason <[e-mail]>
Subject: FW: [External] P140065-Speight School Road Sanitary Sewer Extension
Hi Jason;
Can you please respond to Mr. Tolson's original inquiry that he sent to Jay Zimmerman?
rb
From: Zimmerman, Jay
Sent: Monday, August 5, 2019 12:55 PIVI
To: Mike Tolson <mike(@ mackgayl?a.com>
Cc: Bolich, Rick <rick.bolich(@ncdenr.go_>
Subject. RE: [External) P140065-Speight School Road Sanitary Sewer Extension
Mr. Tolson,

Thank you for the certification for the subject project and your clarification regarding the project length. I am
forwarding this certification and your questions to Mr. Rick Bolich, Assistant Regional Supervisor of the Raleigh Regional
Office. Mr. Bolich will assign the certification to the appropriate staff in the office for review. By copy of this email I will
ask Rick to have one of his engineers contact you to answer your questions and provide additional guidance. If you
have any questions or require additional assistance, please don't hesitate to reach out to me.
Sincerely,
S. Jay Zimmerman, P.G., Chief
Water Quality Regional Operations Section
Division of Water Resources
1617 Mail Service Center, Raleigh, NC 27699-1617
Ph# [phone]
web page: http:l/www.ncwater.org/
Email correspondence to and from this address is subject to the North Car-alina Public Records Law and may be disclosed to third parties unless the
content is exempt by statute or other regulation.
From: Mike Tolson <mike2macklgaypa.com>
Sent: Friday, August 02, 2019 12:37 PM
To: Zimmerman, Jay <*ay.zimmerman2ncdenr.gov>
Cc: Matthew Beasley <M Beasleyffi) hgreynolds. net>; Brenda Wilson csa ra tolga(@ sara toganc.o rg>; Helen Page
<hI2age0ucvcoR.org>; Scott Bumgarner <scottPmackgaypa,com>
Subject: [External] P140065-Speight School Road Sanitary Sewer Extension
W�. vedfy� send 011,5USPI-Ciols "ail a:$ otl aftzrc hwerjt to
Mr. Zimmerman,

1667 Thomas A. Betts Pkwy
Rocky Mount, NC 27804
252.446.3017 (o)
252.343.6467 (m)
mike0mackgaypa.com
www.mackgaypa.com

1667 Thomas A. Betts Pkwy
Rocky Mount, NC 27804
252.446.3017 (o)
252.343.6467 (m)
mike0mackgaypa.com
www.mackqayoa.com

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE.
Town of Saratoga
PERMIT #:
WQ0039049-MOD
PROJECT:
Speight School Road Sewer Project
ISSUE DATE:
Ju:y 14, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this
permit until the Division has received this Certification and all required supporting documentation, it
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Sectiori at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion of
this Certification shall be ccns�dered a vic.'ation of the permit and shall subject the Permittee to appropriate
enforce ment"a ctions. The Permittee is responsible for tracking at' partial certifications up until a final
certification is received. A Fina: Certification shall be a complete set of record drawings and design
calculations regardless of whether partials have been submitted.
PERMUTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professlonal,�ngineer below has provided applicable
design/construction information to the Permittee, and the P961ittee is prepared to operate & mainta'n
the wastewater collection system permitted h%4*6�DipirtioA titereof
.Alf'oka, 2-_�L_0(,JVA1
Printed Name, Title
ENGINEER'S CERTIFicAnON
/ 31bom
1 Date
1, PAICHILP. , as a duly registered Professional Engineer in the State of North Carolina,
- 101,4&4
having been authorized to observe periodically, 0 weekly, El full time) the construction of the project
name and location as referenced Rove for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water
Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated
March 2008, as applicable: the Division's Minimum Des-gn Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and updated March 2008, as applicable, and oth�
supporting materials.
North Carolina Professional Engineer's Seal w/sign3ture & date;
0 Final E] Partial (include description)
Certification Comments/Qualiflers (attach if necessaryl:
F61Z%ArTT6P Letqwnl WAS FVZ Y I 10OLF OF
GiZALtl7y Vyk,5 T SSvol-r- PCre THE56
%J111111 �,
.
A
SEAL W.
028911
5" CWAVIrY. 7:96TAi-t-CO 5"
fZ6(.c,,et.) PeAW11YC1f, Piffereexre,
15 P06 _rO .4Ljaw6,? CVHX6(_'riVH5 CF ORAqT QvAWFAD COHN&L11-Ly�
Division ol'Watcr Re.sources, Raleigh Regional Office, Water Quality Operations Section wwwt)t:waterquality.org
1628 Mail Scrvice Center, Raleigh, NC 27699-1628 Phone. [phone]
Location: 3800 Barrett Drivc, Ralcigh. NC 27609 Fax. [phone]