WQ0041251_Application (FTSE)_20191107

i I .'� State of Noilh Cavoiina
II �! „ Department of Envitvnnienial Quality
Division of Water Resources
1i
l5ANCAC 02T.0300—FAST TRACK SEVER SYSTIM OMNSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Numhcr Y 1/ U "1 (tobeconipleredby DW11)
>p ERMnialed a !III!%III he return(!
L APPLICANT INFORMATION:
1. Applicant's name- '1'R3vn of Finlay ,S iagg (company, municipality, 140A, uldity, etc.)
2. Applicant type: ❑ Indnridual ❑ Corporation ❑ General Partnership ❑ Privately -Oohed Public Utility
❑ Federal ❑ Slatc/County ER Municipal ❑ Other
3. Signatureauthority'sname:Kendrp I3,_DIUjsh.P.E per IMTl0 l'igi _arltw4t,1
Title: Dimmer orag' 'np
4. Applicant's nailing address: In Salith Mnin Street
City: Halle &rines State. NC zip: 27540-
5. Applicant's contact information.
Phone number. (2i9) 52 2M Ertmiil Address: kendra-varrishnn hollvsurinwinc.us UNJ
II. PROJECT INFORMATION: 50-r0. — N43 � � g�f' S r� . L( S
I. Project nautc: W F-5 tO T-f W AJ Z 5 J ea0 i V i S i O 4
2. Application/project status. �Proposed(Nu%v Pennit) ❑ Edstntg Pcnnit/Project
If a modification, provide the wdsting permit number. WQ00 and issued date•
IF new construction but part of a nwster plan, provide the easting pennit number WQt10
3. County where project is located: WAKE
4. Appro%JnWe Coordinates (Decinial Degrees): Intitude: SS : G Longitude: -i8 i$ °
5. Parcel ID (if applicable.): b le1a9 4.(-- 109 o
(or Panel ID to closest downstream scua r)
III. CONSULTANT INFORMATION:
RA.JDAIA. L-MLLL.=—v_ i�i'iQ
1. Professional Engineer: acase Number:
Finn: '1140 Lt P-E, 1 a-SSD C.i �T tY S
Mailing address: 1 t 449 EKEc�o'r l t/ E Gt A-e_ . !60 t 74 07
City:C—AP-1 State: 0LZip: Z,751l
Phone number. 9d t 4lxa 15L(r Email Address: Pee c -:61 r%c+
IV. WASTEWATER TREATMENT FACILITY (WWM INFORMATION:
1. Facility Naine: Utley k WastewaterTmalment PlanPermit Number. NCO061026
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (irdilTerent than WWTF):
1. Permil Nuinber(s): WtZ!037PS4 Do«nstreant (Rccciving) SeNBT Size: inch
System Wide Collection SystemPennit Nuinber(s) (if appheable): WQCS Od/ ,Z
Owner Naure(s): Toffs
DORM: FI'A 04• I6 Page I of 5

VL GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ❑MA
2. If the Applicant is a Developer of lots to be sold, has a ) •j el c 'c C)) • ., 'u jAl Urce n E-01?hl: DI-XiDI-Xi been attached?
❑ Yes ❑ No ❑ NiA
3. Ifthe Applicant is a Ilomeillrol2erk U%\ncrv' Assa►ciatiun.has an Qneratkinal A eem�nt IFOR,Nh IIU,\t beenattached?
❑ Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential leased ❑ Retail with food preparatio n/s cry ice ❑ 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 %Commercial
Industrial (See ISA NCAC tl'_ I .olo1120i)
Its there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under ' NCAC 011- t1 ? Yes ❑ No
D LM, M:ovide a copy or flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 2^1.011411)l
Daily Design Flow °-b
Na of Units
Flow
R9Stfle #4 TtA L
Z ss gal/
2Z95 GPD
gay
GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Tonal
2 ZRS GPD
a See .15A NCAC 02'1 .III 14(hi, t}Is, (eN I l and (c)(21 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 eas t ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in Ci S._
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A_NCAC 011,01141 shall be
determined using available flow dat , water using fixtures. occupancy oroperation patterns, and other meas ured data.
S. Wastewater encratedb Z26j�
g y project: _(�'D (per 15A N 'AC 03' " .0114)
D Do not include future flows or previously pemvtted allocations
If permitted (low is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent pennits thatconnectto this line
❑ Flow has already been allocated in Permit Number
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM:I-TA 04-16 Page 2 or

V1L GRAVrI'Y SEWER DESIGN CRUIRIA (If Applicable) -u' I .h31B & II•IIIC: lCnoitm tit+u r.r:
1. Suni mYarize gravity scatr 10 he penuilted
Size(inches) Length (feet) Material
214 P46
y Section 11 & III of the MDC for Pennilting of Gravity Sewers contains information related to design criteria
n Section III contains information related tominitmun slopes for gravity sewer(s)
D Oterslzing litres to meet minimum slope requirement is not allowed and a violation of the MDC
V1IL PUMP STATION DTSIGN CUI"ERIA (If Applicable)—ttd'I"_11311i& MDC lPumn 81:1rinnrll•orce Ahrintt:
1. Pump station number or name:
2. Approramale Coordinates (Decimal Degrees): Ialitude: Longitude: ;,,_"
3. Design floe of the pump station: millions gallons per day (t`rnn capacity)
4. Operational point(s) of the pump(,;). gallons per minute at feet total dynamic head (TDI1)
5. 5umminize the force main to be permitted (for this Pump S(ation).
Size(inchcs) Length (feet) Material
6. Pouer reliability in accordance with 13A NCAC t121' .030- 1r r I :
❑ Standby power source or pump with automatic activation and telLtnetr7, - 15A NCAC 02T .0305(hXIXgj.
Required for all pump stations with an averagedaily floes greater than or equal to 15,000 gallons per day
D Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and teleretry - 15A NCAC 02T
.0305(hxl)(C)
6T
❑ Portable pumping unit with plugged emergency punt) connection and telemetry - 15A NCAC 02T .0305(lrxt)(C):
Y 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.
> IftheportablepdAcrsourecorpumpisdedicated tomultiple puntpslaliuns,anevaluation ofallthepumpstations'slotage
capacities and Iherolalion schedule oflhe portable power source or pump, including travel limcfraau:s, shall be provided
in lire case of a multiple station power outage.
FORM:1rfA 04-16 papa 3 of 5

FX SETBACKS & S1:PARATIONS — (026.0200 & I SA 14CAC 02T.0305(Q): � a t'
1 Does theproject comply with all separations found in j _13' e� t tatty i ..ls�• l_"J YCS ❑ No
r HA WAC (r)TXW-aft
Setback parameter•
Separation Required
Storm sewers and other utilities not listed below (vertival)
24 inches
Water mains lvertical-water oversewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water linos (vertical - reclaimed overse%wrl
I8 inches
Reclaimed water lines (horraontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells WS-I walcrs of Class 1 ar
Class u impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (ecept W51 or WS-V), f3, SA, ORW, IIQW, orSB from normal
high water (or tide elevation) and wetlands (see item IX2)
SU fcct
• •Any otherstrearn, lake, itupoundment, or ground water lowering end surface drainage
ditches
10 feet
Any buildinst foundation
5 feel
Angbasernent
10 feet
Top slope of cunbanlmnent or cuts of 2 feet ormom vertical height
10 feet
Drainage systems and interccmtor drains
5 feet
Any sivinuninE pools
k0 feet
Final earth grade (vertical)
35 inches
% `,, _` r tr_ 1 ­; - contains alternatives Where separations III rIZ 11} 0.5i f, cannot be achieved.
> "Streamt claasifrcaliuns can he identified using lhaDivision's '(' :­ trt.:,cr is _� .. r _ _i ., t
If noncompliance with :: r' 11 .,t - see Section X of this application
2. Does the project comply with sepanttion requirements for wetlands? (50 feet of separation) &Yes C3 No
> See the INvision's draft separalionmquinrrients for situations wbec separation cannot be ancet
), No variance is required J 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 basuarules per t�.�.: ii ,tit' r'_I + _ CR'Yes ❑ No
> This would include Trout Buffered Streams per I • • �' 31its�nt?
UTA
4. Does the Project comply with an individual 404 Permit oranY 401 Certifications? ❑ Yes ❑ No
A Wetiand-related permits shall be requesled,obtained, and adhered to for pm*ts that impact wetlands or surface waters
> Information can be obtained from the ai;l_ I , � t 1 u t ti turd • 1 r t t 1,
5. Does project comply with. t; ; \( "I' I .•.) (additional permits/certifications)? 'Yes ❑ No
Per 1. , +' j it,, I iq t'., directly related envirotunental permits or certification applications are being prepared, have
been applied for, or have been oblaiued. Is suance of this permit is coalingent on iss uance of dependant pennils (erosion and
scd mcnlation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per l .t '.r t I tsti.:, "high -priority scwes" means "any aerial sewer, sewer contacting surface %Y:i(crs, siphon, or sewer
positioned parallel to strumbanks that is sub'ect to erosion that undermines or detcriurrrl's the surer.
❑ Yes BlNo
> If yes, include an attachment with details fur cash line, including type (aerial line, sbe, ma,.crial, and location)
High priority lines shall be Inspected by the parrnittce or its representathe at leastonce entry six -months and Inspections
documented per ISANCAC 02T.0403(a)(5) or the permitee's indiiidual System Wide Colleclion permit
FORM; FIA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 021'. the XIinimum Dushin Criteria inr the Permitting ui' V mn 5tali,ms
and fs+rce 141ains llatctit %emionl. and the tirm i % Se%%er \Iininwm resin Criteria datest .emir1 as applicable?
[B"Ycs ❑ No
If No, complete and submit the VariancelAltemalive Design Request application (VADC 10-14) and supporting documents for
review. Aplxoval _ f the request is required nrlor to submittal of the Fast Track Apdication and sunnortinp documents,
2. Professional Engineces Certification:
1, RA ►-t oar-.. L . M t W—Ot - attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the bestof my knowledge. I further attestthatto 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), andthe Minimum Design Criteria forthe Fast Track Pernitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a C !wZm*0emeanor, which may
include a fine not to exceed V0,000, as well as civil penalties up to S25,000 per violati a C A
North Carolina Proressional Engineer's seal, signature, and date: rO % anal i :��1 `'
Qq- {;_7.
r SEAL
19793
kR
l07
3. Applicant'sjCertilication p?lc 15A NCAC 02T .0106(b):
1, 1 I," 7 1 attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the bestof 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 systernto surface waters orthe land will result in an immediate enforcement action thatmay include civil penalties,
injunctive relief, and/orcrindnal prosecution. 1 will make no claim againstthe Division of Water Resources should acondilion
of this permit be violated. I also understandthat if all required parts of this application package are not completed and thatif
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 not to exceed S10,000 as well as civil penalties up to $25,000 per violation.
II
Signature: VOA�J.Date:V � U
2 1
FORM: FTA 04-16 Page 5 of 5

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 31,1995
Stepanie L. Sudan, P.E., Town Engineer
Town of Holly Springs
Post Office Box 8
Holly Springs, North Carolina 27540
RE: Town of Holly Springs
Request for Adjusted Daily Wastewater Flow
Wake County
Dear Ms. Sudano:
AT.R?FA
00
.'e&f
C)EHN1=;t
On March 15,1995, the Division received your wastewater flow reduction request and supporting
documentation concerning wastewater flows associated with present residences within the Town of Holly
Springs. Your letter requested the Division allow the reduction of wastewater flows from 120 GPD per
bedroom as required in required by North Carolina Administrative Code to 255 GPD per household for
single family residential units. In support of your request, water consumption data and wastewater
information was supplied from households located in Holly Springs.
An evaluation was completed by the Division in accordance with 15A NCAC .0219(1)(3) using the
water consumption data submitted, twelve (12) months of data starting from January 1994. The peak
month was determined to be January 1994 based on average wastewater generated per customer. Using
the upper 10% of the water consumption data for the month of January, eliminating industries, commercial
properties and several inaccurate residential readings, Division staff verified the flow rate of 255 GPD per
household.
In view of the information submitted, the Division. of Environmental Management hereby approves
the use of 255 GPD per single family residence in all applicable non -discharge permit applications for
future wastewater collection extensions which will be made tributary to the Town of Holly Springs
Wastewater Treatment Plant (Permit No. NC0063096). This consideration applies to any applicable future
projects submitted to this Division as well as any projects which are presently under review. Wastewater
flows presently tributary to the wastewater treatment facilities can be adjusted upon negotiations between
the Town of Holly Springs and the Raleigh Regional Office.
If you have any questions or comments regarding this matter, please contact Mr. Michael D. Alldn
at [phone] ext. 547.
Since y,
� 4-4—
­-A. Preston Howard, Jr., P.E.
cc- Raleigh Regional Office, Water Quality Section
State Engineering Review Group
P.O. Box 29535. Ralelgh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past -consumer paper

State of North Carolina
DDepartment of Environmental Quality
r*.«k. aW. It—.,- Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Holly Springs
Project Name for which flow is being requested: Wescott Way Phase 2
More than one FTSE may be required for a single project if the oivner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater,/low.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Utley Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NC 0063096
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP O
e. WWTP facility's actual avg. flow 21461
f. Total flow for this specific request 0.002295
g. Total actual and obligated flows to the facility -3. -10
h. Percent of permitted flow used 5(0'/,
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)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / po,
Number)
MGD MGD
. dd{ Gwk,06 0' —
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
S�Ma 0.053 +0.'C�q 1
* The Firm Capacity 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.
*** 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): IWAI� 6etek, A, 5*
Downstream Permit Number: 00/ /%0
Page 1 of 6
FTSE 04-16

[lI. Certification Statement'
I certify to the best of my knowledge that the addition of
vol the a wastewa er to be permitted in this project has been evaluated along the route to the
receiving wastewater t1 atment 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 1 and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicajes acceptance gf�his wastewater flow.
MIR
Page 2 of 6
F f51 04-16

WESCOTT WAY 2 SUBDIVISION
SANITARY SEWER EXTENSION
PROJECT NARRATIVE
SINGLE FAMILY RESIDENTIAL LOT DEVELOPEMENT
SANITARY SEWER EXTENSION
WESCOTT WAY 2 SUBDIVISION
4105 BIBLEWAY COURT
HOLLY SPRINGS, NC 27540
The proposed Wescott Way 2 Subdivision is currently a 4.29-acre parcel located
at 4105 Bibleway Court in Holly Springs, North Carolina, The current site is
vacant. The site is a tract of land with Wake County PIN of 066946-1090. The
site is within the Neuse River Basin and as per FEMA Panel 3720066900J
effective date 512106; there is an area of floodplain. This floodplain area is outside
of the area of development
The current site has access to the Town of Holly Springs sanitary sewer via
existing sanitary sewer lines within an existing Town of Holly Springs sanitary
sewer outfall, located in a recorded Town of Holly Springs sanitary sewer
easement, that runs through the project site on the eastern side. The project will
consist of nine (9) single family residential lots. The proposed single family
residential lots will be served by a sanitary sewer extension of 214 linear feet of
new 8" PVC gravity sanitary sewer line, that will connect into an existing sanitary
sewer manhole within the recorded Town of Holly Springs sanitary sewer
easement, that runs through the project site on the eastern side.
The proposed project will be completed as one phase and will have a total daily
flow of 2,250 gpd for all the nine (9) single family residential lots
CA
M1 VIr
OE
1149 N f" iWi
Suite �L�
Cary, NC 275i l
919-465-1566
C-0343

DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF'
Sewer Design and Application Certification
Note: This form must be submitted n illh the Fast -Tract Application for GraN ity Se%%-crs. Pum
12
Stations and Force Mains forextcnsion to the Tm%n of Holly Springs Sewcr S,,slcm
Project: Wescott Way 2 Subdivision
Design Engineer: Thompson and Associates - Randall L. Miller
Address: 1149 Executive Circle Suite D2 Cary, NC 27511
Phone Number: 919-465-1566
Email: [e-mail]
Dale Complete Application Package Received by Tome:
Date Approved: QC 9,o�s' �p (by RLC)
C
(by KDP)
As design engineer for this project. I certify the following (please check (x) each applicable boa):
W That (lie design of the project is in complete conformance NN ith To«11 of Holly Springs
Engineering Design and Construction Standards and NCDENR Sanitan- Sewer Design
Regulations:
W That each of the following items arc completed slid enclosed for submittal to the Stale for
a scnver extension permit:
b�One original and one copy cover letter including a project narrative
* A check in the amount of $480.00 to DENR
c A check in the amount of $200.00 Town processing fee
or One original and one copy of the State of North Carolina Past Track
Application for Gravil), Sewers, Pump Stations, and Force Maids
0.- Two copies of FTSE 08-13 Flow Track int./Acceptance Form
e Two color copies of a 8.5-inch by l 1-inch portion of a 7.5 minute USGS
Topographic Map showing project area
o--' Two copies of a street level map showing alit e�q ,preas
o' One copy of the locally -required Design t 'SA p Lti n St fkation
Design Engineer's Signature ��' ►. -
In addition. once }our construction drawings are approte��kid lis applicatd1fgistotltplctc, you
will rcccivc a coPy of the To%%ii"s letter of transmittal ld•,liT� Ngj �ji _ff c 1j�lpination that the
application is coluplele and has been forwarded to the Slat& iii{{-�in �P,l�case contact Sara
Emig at [phone] if you do not receivc this contirination brit , �41,71. &6 any questions.
Errghleeriiig Depurt'lre"I • P.O. Box 8, Holtr Springs, NC 27S40
919457-3938 • 919-SS2-9881 (far)
2003 Smur Mmign .%pphculion CatiPcation
04 11 ?018

187(i y� 'Mrs'
tl INN
011 THE TOWN OF
September 25, 2019
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Application for Sewer Extension Permit
Project: Wescott Way 2
Dear Sir or Madam:
rfC Dept of Environmental Quality
Raleig11 Regional Office
Please find enclosed the following items in application for a sewer extension permit to the Town
of Holly Springs existing sewer distribution system:
One original and one copy cover letter including a project narrative
o A check in the amount of $480.00
One original and one copy of the State of North Carolina Fast Track Seiner System
Exlension Applicalion (FTA 04-16)
Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
Two color copies of a 8.5-inch by 11-inch portion of a 7.5 minute USGS Topographic
Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally -required Design and Application Certification
Feel free to contact me at 919-557-3938 should you have any questions or need additional
information in order to process this application.
Sinc rely,
LUMKendra D. Parri h, P,
Director of Engineering
KP/se
cc: Project Consultant Engineer, Randall L. Miller, Thompson and Associates
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence #41771
3002
04.17 2018
Engineering Deparhrient
P.O. Box 8 - 128 S. Main Street - HoIly Springs, NC 27540 - www.hollyspringsnc.us

Cashion, Ted
From: [e-mail]
Sent: Thursday, November 07, 2019 10:37 AM
To: Cashion, Ted; Kendra Parrish; Sara Emig
Cc: Robinson, Jason; Deck, Erin M
Subject: (External] Re; Wescott Way 2 Subdivision fast track sewer extension application
Attachments: 20191107103055.pdf
• rtem i email. Do nbt aElcic )nlosor openattachments unless you verify. Sertd all susplalous email as an. attachment to
Please see attached sheet 4 of 5 with the appropriate box checked under Section IX.1
As for the FTSE form - I will have to defer to the Town of Holly Springs to address.
Thank you,
Randall L. Miller, PE
Thompson and Associates, PA
1149 Executive Circle
Unit D2
Cary, NC 27511
office 919-465-1566
mobile [phone]
[e-mail]
From: Cashion Ted
Sent: Thursday, November 7, 2019 9:49 AM
To: Kendra Parrish, Sari Randy Miller (miller.pe att.net)
Cc: Robinson. Jason, Deck, Erin M
We are reviewing the subject application. Item IX.1 was not marked indicating compliance with separations. Please
advise how this item should be marked and we'll make the correction to expedite issuance of the permit.
Also, the calculations for the Sunset Ridge PS on the FTSE form do not appear to be accurate. Please review and submit
a revised form asap.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]_
1628 Mail Service Center
Raleigh, NC 27699-1628

Cashion, Ted
From: Cashion, Ted
Sent: Thursday, November 07, 2019 9:50 AM
To: Kendra Parrish([e-mail]); Sara Emig; Randy Miller
([e-mail])
Cc: Robinson, Jason; Deck, Erin M
Subject: Wescott Way 2 Subdivision fast track sewer extension application
We are reviewing the subject application. Item IX.1 was not marked indicating compliance with separations. Please
advise how this item should be marked and we'll make the correction to expedite issuance of the permit.
Also, the calculations for the Sunset Ridge PS on the FI'SE form do not appear to be accurate. Please review and submit
a revised form asap.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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