WQ0041154_Application (FTSE)_20190904

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300— FAST TRACK SEWER SYSTL1 EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
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Application Number T
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All items must be cos eted or the a ication mill he- returned
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I. APPLICANT INFORMATION:
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I. Applicant's name. Town of Holly S rin s (company, municipality, 1-I0A, utility, etc.)
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2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State;:County ® Municipal ❑ Other
3. Signature authority's name: Kendra D. Parrish P.E. per ISA NCAC 02T .0106(b)
Title: Director of En ineca g
4. Applicant's mailing address: 128 South Main Street
City: Holly Springs State: NC Zip: 27540-
5. Applicant's contact intbrnralion-
Phone number (919) 5L7- I Entail Address: kendra. arrish a hollvs rin *sne.us ph,.ot
II. PROJECT INFORMATION: S �O` " �'� ` `� Ce K o1,4ySP C' '\�Sml L' • id.S
I. Project name: Honeycutt Farm - Phases 7, 9 & 10
2. Application, Project status: 0 Proposed (Neva Permit) ❑ Ddsting Pernit,'Project
If a modification, provide the e..,dsting permit number: WQ00 and issued date:
If new construction but part ofa master plan, provide theexisting permit number. WQ00
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3. County where project is located: Wake
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4. Appro,,amate Coordinates (Decimal Degrees): Latitude: 35,37'17"N Longitude: - 78'50'46 W
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5. Parcel ID (if applicable): 0421819, 0014190; 0380113
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(or Parcel ID to closest downstreamse�ver)
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III. CONSULTANT INFORMATION:
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1. Professional Engineer-, John C. Martin License Number. 043217
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Firm: McAdams Company
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Mailing address: 2905 Meridian Parkway
City: Durham Slate: NC Zip: 27713
Phone number: 919-361-5000
(_, _ Eirrail Address:lmartin @meadamsco.com
IY. WASTEWATER TREATMENT FACILITY OVAN- F) INFORMATION:
1. Facility Name: Utley Creek WastewaterTreatment Plan Permit Number: NCO063096
Owner Name: Town of Holly Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than NNANI ):
I. Permit Number(s): WQD i+O$D7 Downstream (Receiving) Sewer Sin: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS oQ ?c2_
Owner Name(s ): T&?5
FORM: FTA 04-16 Pave I on

%FL GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached''
❑ Yes El No DNA
2. If the Applicant is a Developer of lots to be sold, has a Ihveloper's Operational Agreement (FORM! DM_ been attached!
❑ Yes ❑ No Q NiA
3. If the Applicant is a Howepfoaeny.Ownw-st Associalion.has an Operaiional A greernnt FORM: IJOA been attached!
❑ Yes ❑ No ED N.' A
4. Origin of wastewater. (check all that apply):
nv Residential Owned ❑ Retail (stores, centers. malls) ❑ Car Wash
❑❑ Residential Leased ❑ Retail with food preparation+smice ❑ Hotel and -or Motels
❑ School � pmschool? day cart ❑ Medical ' dental' veterinary facilities ❑ Swimming Pool Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses ..'offices i factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 _°o Domes tic,'Commercia1 °;, Commercial
Industrial (See 15A NCAC 02T .0103(201)
-Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction beenapproved under 15A NC -AC 02T .0114 ? IN Yes ❑ No
Ir yes. pEo,&k. a coVy of flow reduction a mul letter
7. Summarize wastewater generated by project:
Estaidishment Tyne (see 02T.oI14(11)
SINGLE FAMILY HOME
Daily Design Flow nh
255 gal/ UNIT
No. or Units
Flow
38
9,690 GPD
TOWNHOME
255 gaV UNIT
gay
54
13.770 GPD
GPD
gal/
GPD
gaV
GPD
gal/
GPD
Total
23,460 GPD
a See 15A NCAC 02T .01 14[b). d c I and c 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 useareas;
and residential property located south oreast oftheAtlantic IntracoastalA'aterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0I 141 shall be
determined using available flow data, water using Textures, occupancy or operation patterns. and other cocas ured data.
8. Wastewatergenerated by project:23,460 GPD per 15A NCAC 02T .0114)
Do not include future flows orpreviously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Cavity Sewer where flow will be permitted in subsequent pemuts that connect to this line
❑ Flow has already been allocated in Permit Number.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

I'll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Graxity Se%%ers);
1. Sun'anarize gravity sewer to be pemvtted:
Size (inches)
Length (feet)
Material
8
3,317
PVC
8
296
DIP
m
Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains infomnation related to minimum slopes forgravity sewer(s)
Oiersizing lines to meet minimum slope requirement is not allomed and a %iolation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & NUC (Pirttt ► NIgo rnsl_I orce Alrii :
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name_
2. Appro.,d mte Coordinates (Decimal Degrees): Latitude. Longitude: -
3. Design flow of the pump station: millions gallons per day (fmn capacity)
4. Operational point(s) of the punip(s ): gallons per minute at feet total dynamic head (TDI-1)
5. Sunmtarize 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 X i :
❑ Standby power source orpum p with autormtic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13).
Required for all purnp 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.
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C )
or
❑ Portable pumping unit with plugged ernergency 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 theportable powersource or pump is dedicated to multiple pumnp stations.an evaluation ofall the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(�f & NJ
15A NCAC 02T.0305tf) contains minimum separations that shall he nmvided t'nr crtver cvcton —
0 Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (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 supplysourcc, including any wells. WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA.ORW, hiQW, orSB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feel
**Any otherstream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top siopeof embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
An swirnmirt = pools
10 feet
Final earth Made (vertical)
36 inches
15A NCAC 02T.0305t) contains alternatives when: separations in 02T.0305(fl cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water_ Classifications webRaLc
If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Q Yes ❑ No
See the Division's drall separation retluirctn nts lbr situations where separation cannot be traect
No variance is required if the altemative design criteria specified is utilized in design and construction
As built documents should reference the location ofareas effected
3. Does the project comply with all setbacks found in the river basin rules per 15. N ',,JC 02B .02002 Yes ❑ No
This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit orany 401 Certifications? El Yes ❑ No
Wetland -related permits shall be requested, obtained, and adhered to fbr projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105 c 6) (additional pennitsicertificalions)?
0 Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance ofthi5 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-pnonty?"
Per 15A NCAC 02T.04021 "high-pnonty sewer' means "any aerial sewer, %ewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes 0 No
If yes, include an attachment with details fbr each line, including type (aerial line, size, material, and location).
High priorih• lines shall Ix inspected In• the permittee or its representakdw at (eastonce elvery six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's indf%iduul Srst+�m-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted systemcomply with I SA MAC 01 , the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains Ilatest version). and the Gravity Sewer Mininwm Design Criteria (latest %ersion) as applicable?
l ti,es ❑ No
If No, complete and submit the Variance?Alternative Design Request application (VADC 10-14) and supporting; documents for
review. AWEoval_ of the rcuuest is rerpaired prior to %uhmittul of the Fast TrackAgrlication and suM)rting documents.
2. Professional Engineer's Certification:
John C. Marlin
(Professional Engineer's name from Application Item III.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 tliat to the best
of my knowledge the proposed design has been prepared in accordance with the applicable: regulations. Gravity Sewer
Minimum Design Criteria for Cavity Sewers (latest version), and the Minimum Design Criteria forthe Fast -Track Permitting
of Pump Stations and Force Mains (latest vets ion). 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 Class 2 misdemeanor, which may
include a fine not to exceed S10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: �����CAR 04
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, (Ji j is 0 T 0 1 V-4 ! � f trx 1 r 1M attest that this application for
(Si =nature Autho ' y's name & title from Applicati 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 returned as incomplete. I understand that any discharge of wastewater from this non -
discharge systemto surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief; and?orcriminal 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 misdenranor. which may
include a fine not to exceed S10.000 as well as civil penalties up to S25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

U� IU
T H E TO W N OF .opnngsly
�71'NfY1lT 11. _
August 19, 2019 NC Dept of Fnvironmental Quality
Director, Division of Water Resources
Raleigh Regional Office SEP ` 4 2019
Water Quality Operation Section
1628 Mail Service Center Raleigh Regional Off-ce
Raleigh, NC 27699-1628
Re: Application for Sewer Extension Permit
Project: Honeycutt Farm, Phases 7, 9, & 10
Dear Sir or Madam:
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 Fast Ti-ack Se►t,er System
Extension Application (FTA 04-16)
0 Two copies of FTSE 04-16 Flow Tracking/Acceptance Form
0 Two color copies of a 8.5-inch by 1 I -inch portion of 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 9I9-557-3938 should you have any questions or need additional
information in order to process this application.
Sincerely,
CV
Kendra D. P ish, I .E., CFM
Director of Engineering
KP/se
cc: Project Consultant Engineer, John C. Martin, John R. McAdams Company
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence 441753
3002
04 17.2018
Engineerhig Department
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hollyspringsnc.us

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 with the Fast-Traet Anplication for Gravity Sewers Pum
Stations. and Force Mains for extension to the Town of Holly Springs Sewer System
Project:
Design Engineer:
Honeycutt Farm - Phases 7, 9 & 10
John C. Martin
Address: 2905 Meridian Parkway, Durham, NC 27713
Phone Number: 919-361-5000 Email: [e-mail]
Date Complete Application Package Received by Town: �� OS 1,101
Date Approved: Rr, 241 (by RLC) _ &V _ (by KDP)
As design engineer for this project. I certify the following (please check (r) each applicahle hor):
x❑ That the design of the project is in complete conformance with Town of Holly Springs
Engineering Design and Construction Standards and NCDENR Sanitary Sewer Design
Regulations;
l That each of the following items are completed and enclosed for submittal to the State for
a sewer extension permit:
0 One original and one copy cover letter including a project narrative
o A check in the amount of $480.00 to DENR
o A check in the amount of $200.00 Town processing fee_
0 One original and one copy of the State of North Carolina Fuss Tr(tck
Application for Gravity Sowers, Pu nip Sictiivrtc, and Force Mains
0 Two copies of FTSE 08-13 Flow Tracking/Acceptance Form t
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 O "'
0 One copy of the locally -required Design and Application Certification
cta
Design Engineer's Signature .._
In addition, once your constructi n drawings are approved and this application is complete, you
will receive a copy of the Town's letter of transmittal to the State as your confinmation that the
application is complete and has been forwarded to the State for pennitting. Please contact Sara
Emig at [phone] if you do not receive this confirmation or if you have any questions.
Engineering Department - P.O llnv 8, Holly Springv, NC 27540
919-557-3938 - 919-552-9881(fax)
P.,
2003 Se%vcr Doign Application Certification
04.11.2018

State of North Carolina
DWR Department of Environmental Quality
ntiraa-aDivision of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-I6)
Entity Requesting Allocation: Town of Holly Springs
Project Name for which flow is being requested: Honeycutt Farm - Phases 7, 9 & 10
dlor e than one FTSE ma'v he required f r a single pt oject if the owner of the IVII71' i v not responsible for all pump
stallons' along the route ol'the proposed u•aste►raler/lott.
1. 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 M NC 0063096 ;
All flo s rrre in MCM O
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP �c Q� �_ camJ
e. WWTP facility's actual avg. flow c L '�
f. Total flow for this specific request , 0 t
g. Total actual and obligated flows to the facility2A.6 4o
h. Percent of permitted flow used
A
11. Complete this section for each pump station you are responsible for along the route of thizo
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump Average Daily
Station Finn Flow**
(Name or Capacity, * (Firm pn,
Number) MGD MGD
.24
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg_
Tributary
Flow Pius
Daily Flow,
Daily Flow,
Obligated Available
MGD
MGD
Flow Capacity***
—0
a,o
d.
* 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 Flo,*%- 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 dame (Se,.%er): a CC- � QV 'PI S T
Downstream Permit Number; WIT 40 qd (o S
Page l of 6
FTSE 04-16

111. Certification Statement:
1 VDcertify to the best of my knowledge that the addition of
the v lu a of waste ater to be ermitted 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.
Page 2 of 6
USE 04-16

N
■ HONEYCUTT ROAD
USGS TOPO MAP
0 500 1,000 2,000 PROJECT #: MIH-16010
Feet
I inch.: 1,001) feet HOLLY SPRINGS, NORTH CAROLINA
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MCADAMS

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hbnt, 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. Sudano:
AN
EDEHNF=?L
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% 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.
z
e y,
nV'.e,—
/,--
A. Preston Howard, Jr., P.E.
cc: Raleigh Regional Office, Water Quality Section
State Engineering Review Group
P.D. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 60% recycled/ 10% post -consumer paper

�JI McADAMS
June 25, 2019
NCDENR - DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: Honeycutt Farm Phases 7,9 & 10
Holly Springs, North Carolina
MIH-160I0
ovbz�l u,1..
filul t ~ d3Z)
(,<11pni'1 l,��aat�onAa33° ad,,
The accompanied Fast -Track Application (FTA 04-16) includes 3,317 lineal
feet of 8" PVC, and 296 lineal feet of 8" DIP associated with the proposed
Honeycutt Farm Phases 7, 9 & 10 development located off Honeycutt Road in
Holly Springs, NC. The gravity sewer will all be a public system owned and
operated by the Town of Holly Springs. Phases 7, 9 & 10 of the project will
consist of approximately 92 residential units. The total wastewater flow
generated by Phases 7, 9 & 10 of the project is 23,460 GPD.
Sincerely,
THE JOHN R. MCADAMS COMPANY, INC.
�4L c 17 �-
John C. Martin, P.E.
Technical Manager, Residential
Enclosures
The Jahn R. McAdams
Company, Inc.
Raleigh / Durham, NC
2905 Meridian Parkway
Durham, North Carolina 277t3
1919)361.5000
Charlotte, NC
11301 Carmel Commons Blvd,
Suite 111
Charlotte North Carolina 28226
[phone]
McAdamsCoxom Designing Tomorrow's Infrastructure & Communities

Robinson, Jason
From: Martin, John <[e-mail]>
Sent: Wednesday, October 16, 2019 3:31 PM
To: Robinson, Jason; '[e-mail]'; Sara Emig
Cc: Cashion, Ted; Finch, Jeremy
Subject: RE: [External) RE: Honeycutt Farm - Phase 7,9, 10 Sewer Extension
Attachments: 016-MIH16010-C-36-Utility Plan -Area "H".pdf; 017-MIH16010-C-37-Utility Plan -Area
"I".pcif, 015-MIH16010-C-34-Utility Plan -Area "F".pdf
W&nal email. Do not 66 lin s or open attachments unless you verify. Send all suspicious e-ma"i atfachmeht to
M1
Yes, they will all have individual sewer and water connections for each unit. I have attached the plans for reference.
Let me know if you have any further questions.
Thank you,
John
John Martin, PE i Technical Manager, Residential
McAdams
2905 Meridian Parkway, Durham, NC 27713
office 919. 361. 5000 x272 I direct 919. 287. 0739 1 imartin(&mcadamsco.com
www.mcadamsco.com j linkedin [ twitter j insta rg am I join our team
creating experiences through experience
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, October 16, 2019 2:30 PM
To: Martin, John <[e-mail]>; '[e-mail]' <[e-mail]>;
Sara Emig <[e-mail]>
Cc: Cashion, Ted <[e-mail]>
Subject: RE: [External] RE: Honeycutt Farm - Phase 7,9, 10 Sewer Extension
Sorry, I meant to ask if they have separate water connections too...
------------
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 and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

From: Martin, John mailto:'martin mcadamsco.com]
Sent: Wednesday, October 16, 2019 2:18 PM
To: Robinson, Jason <'asi on•t•robinsonf�ncdenr Gov>; '[e-mail]'
<kendra, arrish hollvsnrin , snc us>; Sara Emig <sara.emieCQ)Hollvsnrin snc.us>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>
Subject: [External] RE: Honeycutt Farm - Phase 7,9, 10 Sewer Extension
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Jason,
The townhomes will have individual sewer services for each unit. There are no aerial sewer crossings proposed within
Phase 7,9,10 of this project.
Please let me know if you have any further questions.
Thank you,
John
John Martin, PE I Technical Manager, Residential
McAdams
2905 Meridian Parkway, Durham, NC 27713
office 919. 361. 5000 x272 I direct 919. 287, 0739 1 'rnartin mcadamsco.com
www-mcadamsco.com I linkedin I twitter I insta r� am I 'oin our team
creating experfences through expener:c
From: Robinson, Jason <Lson.t.robinsonCa�ncdenr.eov>
Sent: Wednesday, October 16, 20191:40 PM
To: Martin, John <[e-mail]>;'kendra.parrish@hollyspringsnc,us' <kendra. arrish holl s rin snc.us>;
Sara Emig <!HL._erniR Ho llysp rings nc. US>
Cc: Cashion, Ted <ted.cashion ncdenr, ov>
Subject: Honeycutt Farm - Phase 7,9, 10 Sewer Extension
We are reviewing the referenced sewer extension application and have the following questions:
I. The application uses the reduced design flow (255 gpd) for townhomes. The flow reduction letter that was
issued in 1995 is for "single-family residential units". Will the townhomes have their own se arate utilities
(separate sewerlines and se arate sewer laterals)?
2. Based on the USGS topo map, this site has multiple streams. Can you confirm that there are no aerial crossings
for this sewer project?
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office