WQ0041372_Application (FTSE)_20191209

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T.0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (tobccomplctedby DWR)
All Iems_must be comVleteed or the oVdication will he returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Holly Springs (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State. -County ® Municipal ❑ Other
3. Signature authority's name: per
Title: Dftector of Engineering,
4. Applicant's mailing address: 128_South Main Street
City: Holly Spnn�es State: EC Zip: 27540-
5. Applicant's contact information:
_ -+
Phone number: (2D) 5JU-3 3 Email Address: kendra.parrish_fahollvsnringsnc.us t Ot
Ste- �' • �,rY.� �� ho I [ y sir; nl9S n �. (AS
IT. PROJECT
INFORMATION:
1. Project name:. Steeplechase Phase 2
2. Application/Project status: ❑X Proposed (New Permit) ❑ Usting PermitTroject
If a modification, provide the existing permit number: WQ00 and issued date:
n
If new construction but part of a master plan, provide the wdsting permit number: WQ00
3. County where project is located: Wake,
o
v
4. Approximate Coordinates (Decimal Degrees): Latitude: 35°37'04"N M
Longitude: 78`51'30'W
e
5. Parcel ID (if applicable): 0648101232, 0647194601. 0648203307 00 t1
0
(or Parcel ID to closest downstream sewer)
S
III. CONSULTANT INFORMATION: 0 ca
I. Professional Eng in eer: Cunis Blancr. PG License Number: 033840
p
p
Firm: McAdams Company W
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip; 27713
Phone number: 919-361-5000
(^, _ Email Address:, [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
L Facility Name: Utley_ Creels Wastewater Treatment Plan Permit Number: NCO063096
Owner Name: Town
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ 2a#J15] Downstream (Receiving) Sewer Size: $ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS 00/92.
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VL GMERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No aN.A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Dperational Agreement (FORM: DFV) been attached?
❑ Yes ❑ No [ON.- A
3. If the Applicant is a O4v ' s' ssoc • c' OO ivO been attached?
❑ Yes ❑ No 0 N;'A
4. Origin of wastewater: (check all that apply)
Bx Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
Residential Leased ❑ Retail with food preparationiservice ❑ Hotel and?or Motels
❑ School 1 preschool day care ❑ Medical r dental 1 veterinary facilities ❑ Swimming Pool ;'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooVFiltcr Backwash
❑ Businesses I offices I factories ❑ Nursing I-iom: ❑ Other (Explain in Attachment)
5. Nature of wastewater: _100_%Domcstic.'Commercial °roCommercial
Industrial (See 15A NCAC 02T .010300))
-Is there a Pretreatment Program in effect9 ❑ Yes ❑ No
6. Has a flow reduction been approved under 1-A_NCAC 02T .01 140)? ® Yes ❑ No
) %' w reduction a0zoral letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow •b
No. or Units
Flow
SINGLE FAMILY HOME
255 gaV UNIT
63
16,065 GPD
LIFESTYLE CENTER I AMENITY
325 gaV FIXTURE
6 FIXTURES
1,950 GPD
gaV
GPD
gaV
GPD
gaV
GPD
gaV
GPD
Tatul
18,015 GPD
a See 15A NCAC 02T .0114(b)_ (d). lel(1) 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 nearhigh public useareas;
and residential property located south orcast ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as define d
in C.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 I ] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other meas ured data.
8. Wastewater generated by project.re,015GPp (per 15A NCAC 02T .0114)
D 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 thalconnectto this line
❑ Flow has already been allocated in Permit Number.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Equlain):
FORM: FTA 04-16 Page 2 of 5

VI4 GRAVITY SEINER DESIGN CRITERIA (If Applicable) - 02T.0305 & 11111C (C.r %jW Se%rrsl:
I _ Summarize gravity sewer to be permitted:
Size(inches)
Length (feet)
Material
8
2,385
PVC
8
167
DIP
11 ;PP
1�0
D Section II & III of the MDC for Permitting orGavity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes forgravity sewcr(s)
i Orersizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VI11. PUMP STATION DESIGN CRITERIA or Applicable) — f12T .0305 & 1fn(' (Pump swirwts/ orce A1lainsl:
COMPLETE--FOR-EACH PLM STATION INCLUDED IN TMS PROJECT
1. Pump station number or name:
2. ApproArnate Coordinates (Decimal Degrees): Latitude: , _ Longitude: .
L
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 (TDM
5. Summarize the force main to be permitted (for this Pump Station):
Size(inches) Length (feet) Material
6. Power reliability in accordance with liA NCAC 02T .030501)(1):
❑ Standby power source or pump with automatic activation and telemetry - I SA NCAC 02T .0305(h)(1)(13):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D Mustbe 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 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 powersource 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 timeframes, shall be provided
in thecase ofa multiple station power outage.
FORM: FTA 04-16 Page 3 o f 5

IX. SETBACKS & SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(t)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(l) & (6)
1✓ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
QYes ❑ 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 trenchesl
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical -reclaimed oversewer
18 inches
Reclaimed water lines horizontal -reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a sourceof drinking water
100 feet
** Waters classified WS (except WS-1 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 otherstream, lake, impoundment, or groundwater lowering and surface 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
Draina e s stems and interceptor drains
5 feet
An swimmin * pools
10 feet
Final earth grade vertical
36 inches
15A_NCAC 02T.030RL, contains alternatives where separations in 02T.0305(fl cannotbe achieved.
Z **Stream classifications can be identified using the Division's NC Surface Water Class ifications„wehnaue
D If noncompliance with 02T.0305(f1 or", see Section X ofthis application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes ❑ No
D See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if thealternative 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 15_A—NCAC 0113 .0200? D Yes ❑ No
z This would include Trout Buffered Streams per ISA NCAC 214.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? 0 Yes ❑ No
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 Pemnitting Brach
5. Does project comply with 15A NCAC 02T.0105fc1(6) (additional permitsecertifications)?
l Yes ❑ No
Per .ISA NCAC 02T,0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, orhave been obtained. Issuanceofthis permit is contingenton 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 1SA NCAC 02T.04Q , "high -priority scwcr" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks thatis subject to erosion thatundermines ordeteriomtes the sewer.
❑ Yes El No
D 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 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A 5N('AC' tt3-r, the iVlhihi !p!t Drsigik Criteria ror the Permitting Of 1'u+ssu.5tatums
and l7orce klatres (late,i version), and the Cra%-ity 5c►%cr 1lrlinimunt De%nin t.-rstcrt.i latest r rsiun as a licable?
[ _l pP
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Anproval of the re nest is re uired Prior to submittal of the Fast Track Application send sui3porting documents.
2. Professional Engineer's Certification:
I, Curt Blazier, PE attest that this application for
(Professional Engineer's name from Application Item IIf_ 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 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
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 S 10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: .tie i t t t t s t fly,
? 'OF Oti'y-Y
c� SEAL v�
03384Q_
46wi�3. Applicant's Certification p 15A NCAC 02T .0116(b);
attest that this application for
(Signal re Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that ifall 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 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 143-215.613, 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 SI0,000 as well as civil penalties up to 525,000 per violation.
r
Signature;
Date;: & 6-
FORM. FTA 04-16 Page 5 of 5

State of North Carolina
DWPI
Department of Environmental Quality
.d+ 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: Steeplechase Phase 2
More than one F75E 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 wasteivaterjlow.
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 #: NC 0063096
A11 flows are in MGD
o
c. WWTP facility's permitted flow 6.0 °
d. Estimated obligated flow not yet tributary to the WWTP 0 M,
e. WWTP facility's actual avg. flow 2. 4%5; co
f. Total flow for this specific request C. OLS
CD
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used r_,�? j, ',
C
1I. Complete this section for each pump station you are responsible for along the route of this
"
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg, Tributary Flow Plus
(Name or Capacity, * (Firm / po, Daily Row, Daily Flow, Obligated Available
Number) MGD MGD MGD M,jG�D Capacity***
`Flow
i�}{
onfid
PIA
O
0, -7
0-011
* 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): IVA16n'446 P s•
Downstream Permit Number: WJ Doi IS J
Page 1 of 6
101163C[ IM4

111. Certification Statement:
I9eA*kVWr3 k certify to the best of my knowledge that the addition of
the volukk of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and 11 plus all
attached planning assessment addendums for which 1 am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Date
Page 2 of 6
F'TSE 04-I6

M MCADAMS
January 15, 2020
NCDENR — DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
RE: Steeplechase Phase 2
Sanitary Sewer System Extension Application
Holly Springs, North Carolina
PLT-18000
PLT-18000 > FAST -TRACK COVER LETTER - REV 1
The accompanied Fast -Track Application (FTA 04-16) includes 2,385 lineal feet of 8" PVC and 167 lineal feet of 8" DIP
associated with the proposed Steeplechase Phase 2 development located at 5836 Cass Holt Road in Holly Springs,
NC. The gravity sewer will be a public system owned and operated by the Town of Holly Springs. Phase 2 of the
project will consist of approximately 63 residential units and the Lifestyle Center / Amenity. The total wastewater
flow generated by Phase 2 of the project is 18,015 GPD.
Sincerely,
MCADAMS
//.AV7 X4..-
Curt Blazier, PE
Assistant Project Manager, Residential
CB/md
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 1919.361. 5000

�111eT ]•
THE TOWN OF oll prin,
November 25, 2019
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Application Car Sewer Extension Permit
Project: Steeplechase Phase 2
Dear Sir or Madam:
1E.
VC Dept of Environmental Quality
DEC - 9 2019
Ueigh 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:
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 Track Seu,e1- 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 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.
Si cerely,.
Kendra D. Pa ish, P.C., CFM
Director of Engineering
KP{se
cc: Project Consultant Engineer, Curtis Blazier, Pl,., McAdams Company
Administrative Manager (for addition to sewer permit log)
Rodney Campbell, Development Administrator
Project file/Correspondence 441786
3002
04.17.2018
Engineering Deparhnent
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hoIlyspringsnc.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 -Tract Application for Gravity Sewers, Pump
Stations, and Force Mains for extension to the Town of Holly Springs Sewer System
Project: Steeplechase - Phase 2
Design Engineer:
Address:
Curtis Blazier
2905 Meridian Parkway, Durham, NC 27713
Phone Number: 919-361-5000
Email: [e-mail]
Date Complete Application Package Received by Town: J a I a O 1 r _
Date Approved: �, �tr?r(c_ (by RLC) (by KDP)
As design engineer for this project, I certify the following (please check (x) each applicable box):
l 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;
0 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 Fast Track
Application for Gravity Sewers, Punip Stations, and Force Mains
0 Two copies of FTSE 08-13 Flow Tracking/Acceptance Form
0 Two color copies of a 8.5-inch by 1 I -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-requ' ed Design and Application Certification
r
Design Engineer's Signature
In addition, once your construction 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 confirmation that the
application is complete and has been forwarded to the State for permitting. Please contact Sara
Emig at [phone] if you do not receive this confirmation or if you have any questions.
Engineering Department -P.O. Box 8, Holly Springs, NC 27540
919-557-3938 - 919-552-9981(/ax)
2003 Sewer Mign Application Certificalton
04.11 2018

(wipv XW-MX,

N
A STEEPLECHASE
USGS TOPO MAP
0 415 830 1,660 PROJECT M PLT-18000
Feet
I inch 83333333314e1 HOLLY SPRINGS, NORTH CAROLINA
MCADAM

cc T
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
.lames 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, Nbrth Carolina 27540
RE: Town of Holly Springs
Request for Adjusted Daily Wastewater Flow
Wake County
Dear Ms. Sudano:
�EHNFi
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.
Since y,
/,--
A. Preston Howard, Jr., P.E.
cc: Raleigh Regional Office, Water Quality Section
State Engineering Review Group
R.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Deck, Erin M
From: Blazier, Curt <[e-mail]>
Sent: Wednesday, January 15, 2020 10:14 AM
To: Deck, Erin M
Cc: Sara Emig; Kendra Parrish ([e-mail]); Dixon, Micka
Subject: [External] RE: Steeplechase Phase 2 Fast Track Sewer extension
Attachments: Ph 2 - Fast Track Application15A NCAC 02T .0300 - pg 5 REV.pdf; 2.01-PLT18000-
AERIAL STREET LEVEL MAP.pdf; 2020-01-15 Fast -Track Application Cover Letter Rev
1.pdf
• cternbl emalh Do notpclkk.links or open attaehfhents unless you.vejft Send all suspicious eMoil as an attarlimentito
v
Erin,
Please see attached request documentation per your email and our phone conversation.
Please just let me know if this is sufficient for your use.
Thanks,
Curt
Curt Blazier, PE, LEER AP I Assistant Project Manager
McAdams
2905 Meridian Parkway, Durham, NC 27713
office 919. 361. 5000 x265 I direct 919. 287. 0786 1 mobile [phone] blazier0mcadamsce.com
www.mcadamsco.com I linkedin I twitter I insta ram I loin our team
U11
MCAL)A.1AS
creating experiences through experience
From: Deck, Erin M <[e-mail]>
Sent: Tuesday, January 14, 202011:26 AM
To: Blazier, Curt <[e-mail]>; Sara Emig <[e-mail]>; Kendra Parrish
([e-mail]) <[e-mail]>
Subject: Steeplechase Phase 2 Fast Track Sewer extension
Good Morning,
We are in the process of reviewing the subject application and require additional information.
• The flow requested in the narrative, does not match the flow summarized in Section VI.7 or in Section
V1.8. Please revise the narrative and sections accordingly.
• A street level map showing general project areas was not included as part of the application.
Once this information is received we can move forward with our review. Thank you.

Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.