WQ0041084_Application (FTSE)_20190806

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dh►islon of Water Resources FFA 04-16 & SUPPORTING DOCUMENTATION
Application Number �0-0.il (to becomplctedby DWR) 1�
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1. APPLICANT INFORMATION: `I' `J J rf % qI. Applicant's name: Town of Holly Springs (company, municipality, FIOA, utility, CtC.)�((
2.
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -owned Public Utility
❑ Federal ❑ Statc.,County ® Municipal ❑ Other
3.
Signature authority's name: Kendra D. Parrish. P.F per 15A NCAC Q2T .0106(b)
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Title: Director ofEngincering
4.
Applicant's mailing address:128--South Main Street
City: Holly Snrines State: NC Zip: 27540-
5.
Applicant's contact in formation:
Phone number. (9� J57-34A Email Address: kendtamarrishnholly spr„�g_ ne.u,-.
SGur o, . E' Cc,KoJ r; ^�jSnt
II. PROJECT
INFORMATION: J't
1.
Project name: Pecan Grove South
2.
Application-Preject status: El Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number. WQ00 and issued date:
If new construction but part o f a master plan, provide the existing permit number: WQ00
3.
County where project is located: Wake
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.6285 Longitude: -78.82053 `
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5.
Parcel 1D (if applicable):
N
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(or Parcel ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
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I.
Professional Engineer. John R. Harman License Number: 9810
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Firm: Hugh J. Gilleece, III, & Associates, P.A.
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Mailing address: L75 Walnut St. Ste. 360
City: Cary State: NC Zip: 27511
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Phone number. [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Utley Creek WastCwaterTmatment Plan Permit Number: NCO0663096
Owner Name: Town of Holly Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ 13 a,QV Downstream (Receiving) Sewer Size inch
System Wide Collection System Permit Number(s) (if applicable): WQCS OD l92.
Owner Name(s): S
FORM: I -TA 04-16 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 El N/A
2. if the Applicant is a Developer of lots to be sold, has a Devclolwr's Oneratioaal Agreement MI D EVbeen attached?
❑ Yes ❑ No O N/A
3. If the Applicant is a flornelProperty. Owners'_ Association, has an Operational A grcerrx nl (FORbl. HOM been attached?
❑ Yes ❑ No ❑ N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
El Residential Leased ❑ Retail with food preparation/service ❑ Hotel andior Motels
❑ School / preschool/ day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool Xlubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool Filter Backwash
❑ Businesses/offices / factories ❑ Nursing Home ❑ Otlter(Explain in Attachment)
5. Nature ofwastewater: 100 %Domestic/Commercial %Commercial
Industrial (See ISA_NCAC OZ[ .0102(2()))
?Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a now reduction been approved under I5A NCAC 0'_T .0114(t)? [--]Yes ❑ No
f yes, proAde asovy ar flow reductioU annroipi letter
7. Summarize waste water gene rated by project:
Establishment Type (see 02T.01 14(f))
Daily Design nuw °-h
No. of Units
no►v
Apartments (1 & 2 bedrooms)
240 gal/unit
168
40.320 GPD
Clubhouse
012 gap 5F
4.915
590 GPD
gap
GPD
gap
GPD
gap
GPD
gap
GPD
Total
40,910 GPD
a See 156A_NCAC 02T .0114(b). (d), (c)(1) and (e)(2) for caveats to wastewater dcsign 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 oreast ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as define d
in G.S. 42A4).
b Per 15A NCAC 02"I .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 oroperation patterns, and other meas ured data.
$. Was tewater generated by project ,GPD per ISA NCAC 02T .0114)
:- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow 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):
CORM: FTA 04-16 Page 2 o f S

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 20 T.0305 & M�Gravity Sevmrs1:
1. Summarize gravity sewer to be permitted:
Size(inches) length (feet) Material
B" 1,519 DIP & PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes forgravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VII1. PUMP STATION DESIGN CRITERIA (If Applicable) — 2Q T.0305 & MAC (pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION ,INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approxumte Coordinates (Decimal Degrees): Latitude: _, Longitude:
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size(inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305 h I :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .U305(h)(IXB):
D Required for all pump stations with an average daily flow greater than or equal to 15,00D 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:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(hxl)(C)
or
❑ 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's to rage
capacities and therotation schedule of the portable power sourceor pump, including travel timeframes, shall be provided
in thecase ofa multiple station power outage.
rO RM : PTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(Q):
1. Does the project comply with all separations found in 15A NCAC 02T .0305,Y) & (g)
15A NCAC 02T.0305(f) contains minimum senarations that shall he nmvided rnr crwer cvcremc•
0 Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water ruins (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal -reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, W S-I waters of Class I or
Class II impounded reservoirs used as a source ofdrinking_ water
100 feet
* * Waters classified W S (except W S-1 or W S-V), B, SA, ORW, UIQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any otherstream, lake, impoundment, or ground water lowering andsurface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s sterns and interceptor drains
5 feet
Any swinuning pools
10 feet
Final earth grade (vertical)
36 inches
D 15A NCAC 02T.0305(g) contains alternatives where separations in 0 0 cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications wehnaee
D If noncompliance with 02T.0305 or see Section X ofthis application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) FAI Yes ❑ No
D See the Division's draft separation requirements for situations where separation cannot be meet
"r No variance is required if thealtemative design criteria specified is utilized in design and construction
D 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? ❑x Yes ❑ No
D This would include Trout BufTcred Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? 0 Yes ❑ No
D Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
D Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(cc6) (additional pemtitsicertifications)? x❑ Yes ❑ No
Per t5A NCAC directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuanceofthis permit is contingenton issuanceof 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.
❑ Yes ® 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 leastonce 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 4of5

X. CERTIFICATIONS:
Does the submitted system comply with 15A N:CAC 02T, the minirmArn LksIan {Yit yriu liar th • Purminin a nf. Pump Stations
and li i n and the-Qrta it Sex+er hfinirnurn Dc. ign C'riteri (1 Li �� rsicml as applicable?
Q Yes ❑ No
If No, complete and submit the Variance/A Item ative Design Request application (VADC 10-14) and supporting documents for
review. Awroval orthe reguest is re ire i r to sulxnIttal of the Fast Track ADISication and sumiortingdocuments,
2. Professional Engineces Certification:
3.
M
John R. Harman
(Professional 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. 1 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 Pennitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials undermy 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 143-2I5.6A 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 notto exceed $10,000, as well as civil penalties up to $25,000 per violaWn.
North Carolina Pr(
Applicant's Certification per 15A'iTUA__C 02T .0106(b):
Nr&ZLPall th 1 r_D'kreGt)Y_ 6 attest thatthis application for
(Sig ature Authority's name & title from Applicatbh 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 subjectto being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surfacc waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/orcriminal prosecution. [will make no claim against the Division of Water Resources should acondition
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 14-215.613, 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 notto exceed $10,000 as well as civil penalties up to 525,000 per violation.
Signature:
Date: 9 Lq
FORM: FTA 04-16 Page 5 of 5

p�poCFn')'v 'OV%%.
DWR It t""
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Ra Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: HOLLY SPRINGS PHASE II, LLC
Project Name for which flow is being requested: Pecan Grove South
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: Utley Creek Wastewater Treatment Plant _
b. WWTP Facility Permit W. NC 0063096
Aff flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 0.102
e. WWTP facility's actual avg. flow 9 , � 9 ,
f. Total flow for this specific request 0 , 0 s4.5
g. Total actual and obligated flows to the facility .qC
h. Percent of permitted flow used 5(p - 7 z
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 I po,
Number)
MGD MGD
®RM111 101.
(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***
* 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)- &cc �t�e, �J/h ctPdi-J
Downstream Permit Number: , W4 0013 0617
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I certify to the best of my knowledge that the addition of
the volume- of waste -ater 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 indicates acceptance of this wastewater flow.
Signing
k,
Page 2 of 6
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CcT
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. Sudano, 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. Sudan:
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 .02190)(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%b 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. Allen
at [phone] ext. 547.
cc: Raleigh Regionai Office, Water Quality Section
State Engineering Review Group
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal opportunity Affirmative Action Employer
Since y,
/I-- A. Preston Howard, Jr., P.E.
Telephone [phone] pAX.919-733-2496
50% recycled/ 10% post -consumer paper

Project Narrative
This project is located east of NC Highway 55 just south of the intersection with Old Adams
Road and is located within the Town of Holly Springs. The project is 12.869 acres in size and
includes only the section designated for apartments. There is a section of land west of this
project between it and Highway 55 that is proposed to be commercial. The Pecan Grove
Apartments is on the north side of Old Adams Road. It is also bounded on the north and east
by existing subdivisions, and on the south by farmland. It is approximately 1.7 miles south of
the center of Holly Springs in Wake County, North Carolina.
There is a stream along the western edge of the project which splits the proposed future
commercial area from the apartments. This stream flows to Basal Creek and Bass Lake.
Eventually it flows to the Neuse River.
About half of the property was formerly used for agriculture with the remainder wooded along
the stream. The topography is gently sloped with most of the property draining to the western
stream.
This site is proposed to be built with an apartment complex consisting of 168 units. There will
also be a clubhouse, swimming pool, parking lots and garages as well as other auxiliary
features.
NCDept of EnVVO"Menta► Quality
miG - 6 Nis
Raleigh Rcgiollal office

T HE TOW N OF
July 1, 2019
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
1628 Mail Service Center
Raleigh, NC 27699-1628
�lly CYpfin
Re: Application for Sewer Extension Permit
Project: Pecan Grove South
Dear Sir or Madam:
NCDept ofEnvirnnmental Quality
AUG - 6 2019
Raleigh Rcgaol)al Office
Please find enclosed the following items in application for a sewer extension permit to the Town
of Holly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
o A check in the amount of $480.00
0 One original and one copy of the State of North Carolina Fctsl Ti-ack Seller System
,xlension Application (PTA 04-16)
0 Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
0 Two color copies of a 8.5-inch by I 1-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.
Sincerely,
Kendra D. P ish, P.F., CFM
Director of Engineering
KPase
cc: Project Consultant Engineer,
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence #41745
3002
04.17.2018
Engineering Department
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hollyspringsnc.us

Cashion, Ted
From: Brad Haertling <[e-mail]>
Sent: Friday, October 04, 2019 2:51 PM
To: Cashion, Ted; 'Sara Emig'; 'Kendra Parrish'
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: [External] Pecan Grove South sewer permit application
Attachments: 20191004144623.pdf
ai email: Do not &-& ni s qr open attachments unless you verify. Send W#I!sus piel" email as an climent to
Mr. Cushion,
Attached is the corrected sheet for the application, is it possible to just implement this sheet in the previous
application?
Thank you,
Brad Haertling
Hugh J. Gilleece, III, & Associates, P.A.
875 Walnut 5t. Ste. 360 Cary NC 27511
(P) 9 19-469-1101
(M) 919-605-5562
From: Cashion, Ted [mailto:[e-mail]]
Sent: Monday, September 30, 2019 8:59 AM
To: Sara Emig; Brad Haertling; Kendra Parrish
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: [External] Pecan Grove South sewer permit application
Hi Sara,
The original application submitted for this project had 168 apartments; the revised application has 252 apartments.
Just want to confirm the correct # of apartments for this project, 168 or 252?
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 0 ncdenr. ov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609

Cashion, Ted
From: Sara Emig <[e-mail]>
Sent: Monday, September 30, 2019 9:32 AM
To: Cashion, Ted; Brad Haertling; Kendra Parrish
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: [External] Pecan Grove South sewer permit application
• EattrsYtal emall. �o not dIcI links or open attadirhents unless.you verffy. SendaN susp—1 ous email as an attaehmeritto
re o�t.s m
Ted,
The construction drawings submitted to our office show 168 units.
Brad,
Will you please verify if that is correct? If so, revise the application to 168 units at the 240 gal/day.
Thanks,
Sara Emig
Administrative Manager
Engineering Department
I'm%n ()JI-Iolk Spring
11.0. But 8 1 r28 S..Nljin StmA
I Culp Spring,;. XC _7540
Direst 9 t9-357-39 Z6
From: Cashion, Ted <[e-mail]>
Sent: Monday, September 30, 2019 8:59 AM
To: Sara Emig <[e-mail]>; Brad Haertling <[e-mail]>; Kendra Parrish
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External] Pecan Grove South sewer permit application
Hi Sara,
The original application submitted for this project had 168 apartments; the revised application has 252 apartments.
Just want to confirm the correct i# of apartments for this project, 168 or 252?
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashionPncdenr.eov
1628 Mail Service Center

Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
e-..o,—DEQP
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from 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: Sara Emig <[e-mail]>
Sent: Thursday, September 26, 2019 3:58 PM
To: Cashion, Ted <[e-mail]>; Brad Haertling <bhaertlin h' illeece.com>; Kendra Parrish
<kendra. arrish holl s rin snc.us>
Cc: Robinson, Jason <jason.t.robinson2ncdenr.sov>; Deck, Erin M <[e-mail]>
Subject: RE: [External] Pecan Grove South sewer permit application
The signed, revised application is attached. Thanks!
Sara Emig
Administrative Manager
Engineering Department
Town of Holly Springs
P.O. Box 8 1 t_8 S. Main Street
_ Holly Springs, NC 27540
i - Direct 919-557-3926
From: Cashion, Ted <[e-mail]>
M
Sent: Wednesday, September 25, 20191:48 P
To: Sara Emig <sara.emie@HollysArin sg nc.us>; Brad Haertling <[e-mail]>; Kendra Parrish
<[e-mail]>
Cc: Robinson, Jason<iason.t.robinson(cDncdenr.eov>; Deck, Erin M <[e-mail]>
Subject: RE: [External] Pecan Grove South sewer permit application
Ok, Thanks Sara
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254

Cashion Ted
From:
Cashion, Ted
Sent:
Monday, September 30, 2019 8:59 AM
To:
Cc:
Sara Emig; Brad Haertling; Kendra Parrish
Robinson, Jason; Deck, Erin M
b'J
Subject. RE. [External] Pecan Grove South sewer permit application
L
Hi Sara, L
The original application submitted for this project had 168 apartments; the revised application has 252 apartments.
Just want to confirm the correct # of apartments for this project,168 or 252?
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]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
er-o',, W;I
+er:i cr rm:arr.■n:�t Caut��
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from 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: Sara Emig <[e-mail]>
Sent: Thursday, September 26, 2019 3:58 PM
To: Cashion, Ted <[e-mail]>; Brad Haertling <[e-mail]>; Kendra Parrish
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External] Pecan Grove South sewer permit application
External,emall. ti note . Hnks or open attachments•unless you verify. Send ali susplefous email as an affa�hment o
.s am

The signed, revised application is attached. Thankst
Sara Emig
Adluinistrative Manager
Engineering Department
Tour of Holly Springs
P.O. Box 8 1128 S. ;Main Street
Holly Springs, NC 27540
r Direct 919-557-3926
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, September 25, 20191:48 PM
To: Sara Emig <sara.emi Halls rin snc.us>; Brad Haertling <[e-mail]>; Kendra Parrish
<kendra.parrish@hoilvsprinl;snc.us>
Cc: Robinson, Jason <<ason.t.robinson@ncdenr,l;av>; Deck, Erin M <[e-mail]>
Subject: RE: [External] Pecan Grove South sewer permit application
Ok, Thanks Sara
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
D-. E
4 Q,
prp"xot W ImrreAnta! Cutl
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from 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: Sara Emig <sara.emi Holl s rin snc.us>
Sent: Wednesday, September 25, 2019 9.43 AM
To: Brad Haertling <bhaertling0)higilleece.com>; Cashion, Ted <[e-mail]>; Kendra Parrish
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External] Pecan Grove South sewer permit application

OL-i
1 "I a )
Cashion, Ted f J'
From: Sara Emig <[e-mail]>
Sent: Thursday, September 26, 2019 3:58 PM [ I
To: Cashion, Ted; Brad Haertling; Kendra Parrish
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: [External] Pecan Grove South sewer permit application
Attachments: Pecan Grove South —Sewer Permit Application Only revised 09.25.2019.pdf
Exterraai ernalk Do-ribUftHiriks or open lattadhri ents unless you verify. Send all.suspiaious ema.1l as an-att>3ci+rnerrt to
rk V
The signed, revised application is attached. Thanks!
Sara Emig
Administrative bianaoer
Engineering Department
T�rti� n of > loll% Springs
r P.O. Box 8 1 128 S. Main Stl-tut
ryf Holh Springs, `C 27540
r Direct 919-557-39-6
R
From: Cashion, Ted <[e-mail]>
Sent: Wednesday, September 25, 2019 1:48 PM
To: Sara Emig <[e-mail]>; Brad Haertling <[e-mail]>; Kendra Parrish
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External] Pecan Grove South sewer permit application
Ok, Thanks Sara
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
7'par�.er.L tt [mraetn�! aas'1^r�

Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from 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: Sara Emig <[e-mail]>
Sent: Wednesday, September 25, 2019 9:43 AM
To: Brad Haertling <bhaertlin h' illeece.com>; Cashion, Ted <ted.cashion( ncdenr.gov>; Kendra Parrish
<kendra. arrish hall s rin snc.us>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External] Pecan Grove South sewer permit application
We are routing this revised document for review and signature in our office now. I will email it once complete.
Thanks
Sara Emig
Administrative Manager
Engineering Department
Town of Holly Springs
P.O. Box 8 1 128 S. Main Street
Hollc Springs, NC 27540
DireLt 919-557-3926
i`
From: Brad Haertling <bhaertlin h" illeece.com>
Sent: Wednesday, September 25, 2019 9:20 AM
To:'Cashion, Ted' <ted.cashion 12 ncdenr. ov>; Sara Emig <[e-mail]>; Kendra Parrish
<kendra.parrishta)hollvspringsnc.us>
Cc: 'Robinson, Jason' <iason.t.robinson@ncdenr,gov>; 'Deck, Erin M' <erin.deck@ncdenr.g_ov>
Subject: RE: [External] Pecan Grove South sewer permit application
Mr. Cushion,
Please find attached the revised application for your review and please let us know if you need anything else.
Thank you,
Brad Haertling
Hugh J. Gilleece, III, & Associates, P.A.
875 Walnut St, Ste, 360 Cary NC 27511
(P)919-469-1101
(M) 9 19-605-5562
From: Cashion, Ted [ma!Ito: te , ashion ncd nr. ov
Sent: Tuesday, September 24, 2019 11:26 AM
To: Sara Emig; Kendra Parrish (k ndra.parrisf�holl pringsnc.us); bhaertlinclC&hjgilleece.com
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: [External] Pecan Grove South sewer permit application
All,
We are reviewing the subject application. The flow requested for this project includes the flow reduction of 255
gpd/apartment unit. However, the flow reduction approval letter issued to the town is specifically for single family
residencesand not for multi -family units.

Cashion, Ted
From: Cashion, Ted
Sent: Tuesday, September 24, 2019 11:26 AM
To: Sara Emig; Kendra Parrish([e-mail]); [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: [External] Pecan Grove South sewer permit application L
All,
We are reviewing the subject application. The flow requested for this project includes the flow reduction of 255
gpd/apartment unit. However, the flow reduction approval letter issued to the town is specifically for single family
residencesand not for multi -family units.
Please revise item V1.7 of the application to reflect the flows noted in 2T below:
15A NCAC 02T .0114 WASTEWATER DESIGN FLOW RATES
(a) This Rule shall be used to determine wastewater flow rates for all systems governed by this Subchapter unless
alternate criteria are provided by a program -specific rule or for flow used for the purposes of 15A NCAC 02H .0105.
Higher flow rates shall be required where usage and occupancy are atypical, including those in Paragraph (e) of this Rule
Wastewater flow calculations shall take hours of operation and anticipated maximum occupancies and usage into
account when calculating peak flows for design.
(b) In determining the volume of sewage from dwelling units, the flow rate shall be 120 gallons per day per bedroom.
The minimum volume of sewage from each dwelling unit shall be 240 gallons per day and each additional bedroom
above two bedrooms shall increase the volume by 120 gallons per day.
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]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D..Er
Csysr:nen! c! (n. raaaea W p,:s.t�
Subscribe to Collection System & Sewer Permitting Updates

Email correspondence to and from 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: Cashion, Ted
Sent: Tuesday, September 24, 2019 9.35 AM
To: Sara Emig <[e-mail]>; Robinson, Jason <[e-mail]>
Subject: RE: [External] Pecan Grove South sewer permit
Hi Sara,
We received the application 8-6-19. It is currently #4 in the hopper. We'll issue the permit asap. It will probably be late
next week, or early the following week when it's issued.
With our other duties, we are about 7-8 weeks out from receipt of application to issuing permits.
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]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D�.E
a.w.ro.wt sl [mromr.s,t o.,lh.�
Subscribe to Collection System & Sewer Permitting U dates
Email correspondence to and from 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: Sara Emig <[e-mail]>
Sent: Tuesday, September 24, 2019 8:35 AM
To: Robinson, Jason <[e-mail]>; Cashion, Ted <ted.cashion @ncdenr.eov>
Subject: [External] Pecan Grove South sewer permit