WQ0003304_Application (FTSE)_20231215

DoCuSign Envelope ID:E5B0023F-COF5-4CBC-89CF-BE0004CFA475
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number: DD3549(-YYlo,,,, (to be completed by DWR)
All items must be completed or the application will be returned NOV 2 7 2023
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Holly Springs
2. Applicant type: ❑ Individual ❑Corporation ❑General Partnership ❑Privately-Owned Public Utility
❑Federal ❑ State/County ® Municipal ❑Other
3. Signature authority's name: Kendra D.Parrish,PE per 15A NCAC 02T.0106(bl
Title: Executive Director of Utilities&Infrastructure Service
4. Applicant's mailing address: 128 South Main Street, PO Box 8
City: Holly Springs State:NC. Zip:27540
5. Applicant's contact information:
[e-mail]
Phone number:[phone] Email Address: Kendra.parrish_,hollysspringsnc.gov
IL PROJECT INFORMATION:
I. Project name: NC-55 Roadway Improvements Sewer Extension-Modification
2. Application/Project status: ❑Proposed(New Permit) ® Existing Permit/Project
If a modification,provide the existing permit number: WQop_03304M and issued date: 1 1/16/1995
For modifications,also attach a detailed narrative description as oescriDed in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.6566 Longitude: -78.8321_'
5. Parcel ID(if applicable) : 0003392 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Nick Williamson License Number: 48250
Firm: McAdams
Mailing address: 2905 Meridian Parkway _
City: Durham State: NC Zip: 27713
Phone number: _(919)948-8064_ Email Address: : williamsonCc,D_mcadamsco.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Utley Creek Water Reclamation Facility Permit Number: NCO063096
Owner Name: Town of Holly Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(si. W000 31298
2. Downstream (Receiving)Sewer Information: 12 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00192
Owner Name(s):Town of Holly Springs
FORM: FTA 06-21 Page ] of 5

Dodu5ign Endelope ID:E5B0023F-COF5-4CBC-89CF-BE0004CFA475
VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
El Yes El No ®NA
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreem n FORM: DEVI been attached?
❑Yes ❑No ®NIA
3. If the Applicant is a Home/Property Owners'Association,has an HOA,'POA Operational _Agreement(FORM: HOA)and
supplementary documentation as required by I SA NCAC 02T.0I 15(c) been attached?
❑Yes ❑No ®N.'A
4. Origin of wastewater:(check all that apply): Note - there are no new flows proposed with this application.
❑ Residential(Individually Owned) ❑Retail(stores,centers,malls) EJ Car Wash
❑ Residential(Leased) ❑Retail with food preparation/service ❑ Hotel and:or Motels
❑ School preschool day care ❑Medical'dental!veterinary facilities ❑Swimming Pool/Clubhouse
❑ Food and drink facilities ❑Church ❑Swimming PooFFilter Backwash
❑ Businesses 'offices/factories ❑Nursing Home ®Other(Explain in Attachment)
5. Nature of wastewater: "•o Domestic _%Commercial _°o Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes[-]No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ❑ Yes ®No
➢ If yes,Provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow"° No.of Units Flow
Various existing domestic and commercial flows 31720 gal/day 1 31,720 GPD
gal/day GPD
gal/day GPD
gal/day GPD
- - - -- gal/ GPD
Please note - this is the flows from the existing
application and no new flows are proposed _ gal/ GPD
with the modification to this application. - --4 1 Toga! 31,720 3PD
a See 15A NCAC 02T .0114(b),Ld),tel(I)and M2) for caveats to wastewater design flow rates(i,e., minimum flow per
dwelling;proposed unknown non-residential development uses;public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S.42A4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified [in table I SA NCAC 02T.01 141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: _ _ 0 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station'Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
®Other(Explain):Please see the cover letter for explanation
FORM: FTA 06-21 Page 2 of 5

DoCuSign Envelope ID:E5B0023F-COF5-4CBC-89CF-BE0004CFA475
Vil. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-OTh.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material IThe previous application
contained 16,095 LF of 8"
12-inch 4,277 PVC 1PVC sanitary sewer line -
8-inch 11,818 PVC 'quantities shown include
4,277 of new 12" line that
replace the same quantity
of previous existing 8" line.
The total sewer length is
not changed since line is
'ust being upsized.
➢ 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 for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump S1tttion31Force MAIns):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name: Easton Acres Pump Station _
2. Approximate Coordinates(Decimal Degrees): Latitude: 35,6755 Longitude: -78.8400
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.032 millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): 22 gallons per minute(GPM)at: feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
4-inch 2,086
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)_
6. Power reliability in accordance with 15A NCAC 02T.0305lhH 1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of al I the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

DoeuSign Envelope ID:E580023F-COF5.4CBC-89CF-BE0004CFA475
IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separationslalternatives found in 15A NCAC 02T.0305(f)&(g)? ® Yes [—]No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
Water mains(vertical -water over sewer preferred, 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,WS-1 waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-I or WS-V),B,SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305(f)or(a), see Section X.I of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved. Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications w•ebyage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [—]No ❑N:'A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed'sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑No ❑N A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name:Neuse ❑No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02¢.0200? ® Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage.'authorization under a 404 Nationwide/individual permits ®Yes ❑No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coveragefauthorization is required. 1
6. Does project comply with 15A NCAC 02T.0105(cx6)(additional permits�certifications)? ®Yes [:]No
Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans,stormwater management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑Yes ®No
Per 15.A NC '02T.040'_,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes,include an attachment with details for each line,including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

DoduSign Envelope ID:ESBOO23F-COF5-4CBC-89CF-BE0004CFA475
X. CERTIFICATIONS:
1. Does the submitted system comply with ISA NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force_.Nlains(latest version),and the Umvi(y Sewer Minimum Design Criteria(latest version)as applicable?
® Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and proiects requiring a variance approval may be subiect to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
si nificant portion of the ro'ect the full technical review is required.
2. Professional Engineer's Certification:
1, Nick Williamson ,attest that this application for NC-55 Roadway Improvements Sewer rxlension-Modificalion
(Professional Engineer's name from Application Item III l ) (Project Name from Application Item II I)
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,
MinintlMpC§ign 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 1 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 1143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation. Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
North Carolina Professional Engineer's seal,signature,and date: •���•``�N CAROB "*e
Q-
SEAL
Z 0482502
o..usron.a by: ����C��CF/1rG,111��'�'�s��•��
10MM...............................................
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, Kendra D.Parrish.PE ,attest that this application for NC-55 Roadway Improvements Sewer Extension-Modification
(Signature Authority Name from Application Item 13) (Project Name from Application Item II 11
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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 system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and,-or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
uacuSgn.e by.
Signature: � ` - Date: 11/21/2023
03C05"9K.U440
FORM: FTA 06-21 Page 5 of 5

DoduSign EnJelope ID:E5B0023F-COFS-4CBC-89CF-BE0004CFA475
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Holly Springs
Project Name for which flow is being requested: NC-55 Roadway Improvements Sewer Extension-Modification
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 #: NC 0063096
All flows are in MGD
c. WWTP facility's permitted flow 6.0 MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.860 MGD
e. WWTP facility's actual avg. flow 3.077 MGD
f. Total flow for this specific request 0 MGD
g. Total actual and obligated flows to the facility 4.938 MGD
h. Percent of permitted flow used 82%
11. 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
Average Approx. Obligated. Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity,• (Firm pf), Flow, Daily Flow, Obligated Available
Number) No _LMGD MGD MGD MGD Flow Capacity***
Twelve Oaks W00030814M 4.140 1.656 0.517 0.096 0.613 1.043
*The Firm Capacity(design flow)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,per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
***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): Twelve Oaks Pump Station
Page 1 of 9
FTSh 10-23

DocuSign Endelope ID:E5B0023F-COF5-4CBC-89CF-BE0004CFA475
Downstream Permit Number:
III. Certification Statement:
I Kendra D. Parrish certify to the best of my knowledge that the addition of
the volume ofwastewater 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Docaslgn•e by
11/21/2023
Signing rcial Signature Date
Exec Director of utilities and Infrastructure
Title of Signing Official
Page 2 of 9
FTSE 10-23

DoduSign EnJelope ID:E580023F-COF5-4CBC-89CF-BE0004CFA475
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is-0.
Pump Station(Name or Number):
Given that:
a. The proportion and amount of Obligated,Not Yet Tributary Daily Flow(C)accounts for
%and MGD of the Available Capacity (E) in Pump Station
;and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year;and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ;and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over-allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature Date
Page 4 of 9
FTSE 10-23

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DocuSign Envelope ID!E5RU023F-COF5-4CBC-89CF-BEOOD4CFA475
J MCA DA M'--, COVER LETTER > VIS-22003
November 17,2023 NOV 2 7 2023
NCDENR- DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628 ( DS
W00003304M �{1J
Re: NC-55 Roadway Improvements Sewer Extension—ModificationMU
Holly Springs, North Carolina
VIS-22003
The accompanied Fast-Track Application (FTA 06-21) includes 4,277 linear feet of 12" PVC public sewer. The 12" line
being installed is replacing existing 8"sewer within the Town of Holly Springs's current sewer network that is
undersized. The existing 8" line is being removed and replaced with the 12" line listed in this permit. The sewer is
planned to be removed and replaced in the same location,but new pipes and manholes will be used for
replacement of the upsized line. This work will occur roughly from the location of Cayman Avenue/North Main
Street all the way up to Sportsmanship Way/North Main Street in Holly Springs, NC. The existing permit
WQ0003304 is being modified for the above as described—4,277 LF of 8 inch gravity sewer is being removed from
the existing permit, but the remaining 11,818 LF of 8 inch gravity sewer will continue to operate as It was previously
permitted. A 22 gpm pump station with duplex pumps,stand-by power, and approximately 2,086 I near feet of fl-
inch force main will continue to serve Easton Acres. The existing flow of 31,720 GPD under this permit will remain
and is already tributary to the plant.
This permit application is just for the sewer being replaced as described above. It is being submitted with two other
applications for the project that Is triggering the upgrades to this line. Those applications speak to an existing pump
station that is to be taken offline as a result of the proposed project and new sewer lines being installed in order to
serve that project. There Is a new application being submitted in tandem with this modification that is for the
proposed project that is producing 73,079 GPD of flow. That flow is being permitted separately as part of that
permit. Zero additional flows are included with this permit application.
The sewer system will be a public system owned and operated by the Town of Holly Springs once it has been
accepted after construction. The work for this sewer to be replaced is expected to begin in late Winter 2024.
Sincerely,
MCADAMS
Nick Williamson, PE
Project Manager, Residential
Y V
Enclosures
t,r'experiences through e,pericnce 2905 Meridian Parkway,Durham,NC 27713/919 361 51300

DowSign Errvelope ID:E560023F-COF5-4CBC-89CF-BE0004CFA475
all 11
' ]]
ySpringsT HE TOWN OF �9 ol-L
November 21, 2023
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
3800 Barrett Drive
Raleigh,NC 27609
Re: Application for Sewer Extension Permit MODIFICATION
Project: NC-55 Transportation Improvements
Permit Number: WQ0003304M
Dear Sir or Madam:
In response to Elaine Wild's e-mail request for addition information dated 10/24/2023, 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$600.00
0 One original and one copy of the State of North Carolina Fast Track Sewer System
Extension Application(FTA 06-21)
0 Two copies of FTSE 10-23 Flow Tracking/Acceptance Form
o Two color copies of a 8.5-inch by 1 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
0 One copy of the existing permit WQ0003304M
Feel free to contact me at 919-577-3150 should you have any questions or need additional
information in order to process this application.
Sincerely, ps og
Docu44pn by
- �M f�
Kendra .Varrish, P.E., CFM Rachel Ingham catherine Jacobs
Executive Director of Utilities and Infrastructure
KP/ek
cc: Project Consultant Engineer, Nick Williamson, PE
Rachel Ingham, Utility Engineering Manager
Drew Johnson, Development Construction Manager
3fx;�
041?zuls
Utilities and Infrastructure Services
P.O. Box 8 - 128 S. Main Street - Holly Springs, NC 27540 - www.hollyspringsnc.gov

DocuSign Envelope ID:E5B0023F-COF5-4CBC-89CF-BE0004CFA475
,;�k„ws•r►�. THE TOWN OF 011y Springs
Emily Koncz, Utility Permitting Specialist
Project file/Correspondence#42144
3002
04 172018
Utilities and Infrastructure Services
P.O. Box 8 • 128 S. Main Street 9 Holly Springs, NC 27540 • www.hollyspringsnc.gov

Dot:uSign Envelope ID:E5B0023F-COF5-4CBC-89CF-BE0004CFA475
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 extension to the Town of
Holly Springs Sewer System
Project: NC-55 Roadway Improvements Sewer Extension - Modification
Design Engineer: Nick Williamson
Address: 2905 Meridian Parkway, Durham, NC 27713
Phone Number: [phone] Email: [e-mail]
Date Complete Application Package Received by Town: 11/21/2023
oa fops 09
Date Approved: PP (by RJ) C'_!_ (by KDP) c" (by CJ)
As design engineer for this project, I certify the following (please check(x) each applicable box):
® That the design of the project is in complete conformance with the Town of Holly
Springs Engineering Design and Construction Standards and NC DEQ Sanitary Sewer
Design Regulations;
® That each of the following items are completed and enclosed for submittal to the State for
a sewer extension permit:
xi One original and one copy of a cover letter that includes a project narrative
o A check in the amount of$480.00 to NC DEQ
o A check in the amount of$200.00 to the Town of Holly Springs
0 One original and one copy of the State of North Carolina form FTA 04-16
Fast Tract Sewer System Extension Application
0 Two copies of form FTSE 10-18 Flow Tracking for Sewer Extension
Applications
0 Two color copies of an 8.5-inch by 11-inch portion of a 7.5-m inute 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 (This
form)
Design Engineer's Signature_ Date 11/17/2023
Please contact Emily Koncz at(919)557-2933 or emily.koncz(ii%hollysprinv,,.snc.goy if you have
any questions.
2003 Sc,.vcr Design Application Certification
01 1421
Utilities and Infrastructure Services
P.O. Box 8 • 128 S.Main Street • Holly Springs,NC 27540 • www.hollyspringsncgov

! j DEPARTMENT OF THE ARMY
U.S.ARMY CORPS OF ENGINEERS,WILMINGTON DISTRICT
WILMINGTON REGULATORY OFFICE
69 DARLINGTON AVENUE
r WILMINGTON NORTH CAROLINA 28403
September 27, 2023
Regulatory Program/Division
Marcos Vidal
Vista Residential Partners NC, LLC
2964 Peachtree Road
Suite 585
Atlanta, Georgia 30305
Via Email: [e-mail]
Dear Mr./Ms. Vidal:
This letter is in response to the Pre-Construction Notification (PCN) you submitted to
the Wilmington District, Raleigh Regulatory Office on July 21, 2023, for a Department of
the Army Nationwide permit (NWP) verification. This project has been assigned the file
number SAW-2022-01030 and is known as Main Street Vista. This file number should
be referenced in all correspondence concerning this project.
A review of the information provided indicates that the proposed work would include
the construction of six apartment buildings, two access drives (North Main Street and
Holly Springs Road), drive aisles, parking, landscaping, hardscape, sidewalks, utilities
and stormwater management measures. Impacts associated with this project are limited
to 0.095 acre of fill to accommodate road and grading improvements within Wetland W1
(Impact W1). The project area for this determination includes the feature to be impacted
and uplands immediately adjacent. The project/review area is located in the Middle
Creek watershed of the Neuse River basin; in the northeastern quadrant of the
intersection of North Main Street and Holly Springs Road, at Latitude 35.656625 and
Longitude -78.833248; in Holly Springs, Wake County, North Carolina.
We have determined that the proposed work is authorized by Nationwide Permit 29
pursuant to authorities under Section 10 of the Rivers and Harbors Act of 1899 (33
U.S.C. § 403), and/or Section 404 of the Clean Water Act (33 U.S.C. § 1344) and
Section 14 of the Rivers and Harbors Act of 1899 (33 U.S.C. § 408). The proposed work
must be accomplished in strict accordance with the general permit conditions, any
regional conditions, the special conditions listed in this letter, the application materials,
and the enclosed plans Main Street Vistas (9pp). If the extent of the project area and/or
nature of the authorized impacts to waters are modified, a revised PCN must be
submitted to this office for written approval before work is initiated. Any violation of
permit conditions or deviation from your submitted plans may subject the permittee to
enforcement action.

This verification is valid until March 15, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,
you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.
Project Specific Special Conditions:
1. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the
site. On September 14, 2022, the USFWS published a proposal in the Federal
Register to list the tricolored bat as endangered under the Endangered Species
Act (ESA). The permittee understands and agrees that all work associated with
the clearing and removal of trees and removal or modification of culverts must be
completed prior to the effective date of the final listing in the Federal
Register. Work associated with the aforementioned activities not completed by
that time must cease and the permittee must contact the Corps' (insert PM
contact information here) to determine if additional coordination with the United
States Fish and Wildlife Service is required under Section 7 of the Endangered
Species Act prior to continuing work.
Activities subject to Section 404 (as indicated above) may also require an individual
Section 401 Water Quality Certification. You should contact the NC Division of Water
Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under
the Coastal Area Management Act (CAMA), prior to beginning work you must contact
the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.

If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Lyle Phillips, Team Leader/
Wilmington District Liaison of the Raleigh Regulatory Office at 919-588-9200, by mail at
the above address, or by email at [e-mail]. Please take a
moment to complete our customer satisfaction survey located at
https://regulatory.ops.usace.army.mil/customer-service-survey/.
Sincerely,
(" wx,"��
Chris Hopper
Team Leader/ Wilmington District Liaison
Enclosures
Cc (w/enclosures)
Michelle Measday, ECS Southeast, LLP (via [e-mail])

General Conditions (33 CFR PART 320-330):
1. The time limit for completing the work authorized ends on March 15, 2026.
2. You must maintain the activity authorized by this permit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a
good faith transfer, you must obtain a modification of this permit from this office, which
may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this
office of what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort of if the site is eligible for
listing in the National Register of Historic Places.
4. If you sell the property associated with this permit you must obtain the signature
of the new owner on the transfer form attached to this letter and forward a copy to this
office to validate the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you
must comply with the conditions specified in the certification as special conditions to this
permit.
6. You must allow a representative from this office to inspect the authorized activity
at any time deemed necessary to ensure that it is being or has been accomplished in
accordance with the terms and conditions of your permit.

Compliance Certification Form
Action ID Number: SAW-2022-01030 County: Wake
Permittee: Vista Residential Partners NC, LLC, Marcos Vidal
Project Name: Main Street Vista
Date Verification Issued: 9/27/2023
Project Manager: Lyle Phillips
Within 30 days of completion of the activity authorized by this permit and any mitigation
required by the permit, sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
Wilmington District
Attn: Lyle Phillips
Raleigh Regulatory Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. Failure to comply with any terms or conditions
of this authorization may result in the Corps suspending, modifying or revoking the
authorization and/or issuing a Class I administrative penalty, or initiating other
appropriate legal action.
hereby certify that the work, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started: Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
*Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee Date

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1 OI649 vnry STORMWATER CONTROL I r EXISTING _� 1
PIN:0649945515 CAST-IN-PLACE
1 IDS.19048,PG.2697 MEASURE"B" RETAINING WALL II
1 (UNDERGROUND VAULT) (DESIGN BY OTHERS) GARAGE N/F rJ I TRINIDAD COURT A
L ee--�-�o A Y RAILS.-1 I (50'PUBLIC R/W)
r __ ___ __ 4 EVSE GPRN:549949172w 1` 9 MCADAMS
-� is SPACES 1 DB.1If030, Ts
PC.43j
1 ' � 1-sroRv The John R.McAdams Company,Inc.
12'-1 e R AINING WALL
Meridian Parkway
O TOP V ,• (DIGN BY OTHERS) i \ Durham,NC 27713
111 1— V / 1 it Cll I
91
O r • ! i / phone fax [phone] w l� t
VA 3'R
( Tom'
2� l: �I ,� © SEGMENTAL BL / \' / I license number:C-0293,C-187
Ln RETAINING WA I 1
LU (DESIGN BY O ENS) : 10'R 10'R /� / \ -- WWW.mCadam5C0.[Om
W1 I i
- 30'TY,� ----� INDEX MAP CLIENT
PERIIoCC I % BUFFER /
N L I s T l i / II II L _ VISTA RESIDENTIAL PARTNERS-NC,LLC
r l♦ / I L 4000 WESTCHASE BOULEVARD,SUITE 220
mJ 7
I
••• ti I / I RALEIGH,NORTH CAROLINA,27607
20'PubsDE ♦ i•• • 10'R _. 1 o'R f,,\\ I /�� �S\ J/ I PHONE:[phone]
♦ � T
♦♦ i PRI RKWG 1,�. JI / N/F
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JAGTAR KAUR CHADA K
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�R. 40.25' h ♦♦ I MARILYN
TRUSTEEAUB PARTNERS
'R t2845 'L� \ ♦ I/ PIND:0:5950 118020
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30 R j L .' (DESIGN BY THEIRS) \ \� LJ� O
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PUBLIC W) L / ' E EMENTLINE
RETAINING WALL ------ x /
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SEE SHEET C5.01 —
(DESIGN BY OTHERS) / CENTERLINE
30'TYPE'C'
18' 24- is' F1124' 18 PERIMETER BUFFER \\
HEAVVDUTY
6 FINE
PACES ASPHALT PAVEMENT
1 5R _ t •.0
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1 3'R(TYP.) PARKING LOT 30.9, _ CONCRETE PAVEMENT p'��;\A R
p C E i
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BUILDING Yl PubSDE PUBLIC STORM DRAINAGE 4
1 _ s cs o / ^\ \ EASEMENT _ _ _
Il- I 5F sxl \ \ PvtSDE PRIVATE STORM DRAINAGE
45 UNIT5578,394 50 ?_�
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4-STORY 46'-3 a" • - E O
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1 r I • JOHN�8.BAYLS,
11 I \ / EV EVSE PARKINGSPACE
I I ELAINE M,BAYUS
1 \ / 1-STORY PIN:0659 1629 / (LEVEL 2)
DB.11139, GG.162 > /
O AMENITY/POOL EVR EVSE READY PARKING SPACE
N
1 OPEN SPACE#3 (LEVEL 2)
( 66 S 1 „] F) WALL
I r �/
i
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e N 1 ����l�--�J� � s° — — — — — — � \� / PAVEMENT MARKING LEGEND
/ /
LANE LINES/MARKINGS
c ; •, ( SEGMENTAL BLOCK \\ \ / T2 24"WHITE STOPBAR
RETAINING WALL SEGMENTAL BLOCK / NO, DATE
/ • 93 6' (DESIGN BY OTHERS) RETAINING WALL \ \(DESIGN By OTHERS) \ TO B"WHITE CROSSWALK LINE
y ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND ARE TO BE
2EVSE SPACES 10'PvISDE I \\ PLACED PER NCDOT STANDARDS(REFERENCE NCDOT DETAILS
5'R . L J \ I1206.01-1205.12)
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1 • --� (VARIABLE WIDTH PUBLIC R/W) "/F WINDWARD POINTE HOA INC. SEE SHEET CO.00 FOR ALL PROJECT,SITE,
•
i 1 io :o SEE SHEET C5.01 PIN:065903421
1 `- ••.-- Da.6637,PG.237 GRADING,STORM DRAINAGE AND UTILITY PLAN INFORMATION
3o R • •+'� NOTES
o s
1 F
Il T2 Q ALL CONSTRUCTION SHALL BE IN ACCORDANCE PROJECT NO. VIS22003
g f 1z�oo - - 11 iooNsvoo'oo'E + °0o FILENAME VIS22003-CD-51
m� � WITH THE CURRENT TOWN OF HOLLY SPRINGS
TQ 21D23 TQ i I ENGINEERING DESIGN AND CONSTRUCTION CHECKED BY Now
1< Q 1oR ISTANDARDS DRAWN BY KWH
0R 3' 9 • ••• '�• ••
1 • • I SCALE 1"=30'
- 1� • = DATE 07.21.2023
1 �
••••...••i•••... ••••.:. •N•N.a•••-••• T2 SHEET
AA 5TYPE'A'
2 1 PERIMETER BUFFER
- -- - - -- - -- BLUEFIN DEVE NF LOPERS LLC. 0
PINO649939489 NC GRID(NAD83) SITE PLAN
$ 1 : DB.15265,PG.2034 AREA"B"
1 — o'Tous-wE BM.2013,Pc.560 GRAPHIC SCALE
Q \�� I 0 15 30 T 60
S I T2 10'Pvt5D8 / C2e02
--------------------- ti �`�� Ij---------------------
-------------- (inch=30 k.
SEE SHEET C2.03
FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION

1 1
' ' MCADAMS
The John R.McAdams Company,Inc.
�-- 2905 Meridian Parkway
Durham,NC 27713
phone [phone]
- - fax [phone]
license number:C-0293,C-187
INDEX MAP w'ww.mcadamsco.com
CLIENT
VISTA RESIDENTIAL PARTNERS-INC,LLC
4000 WESTCHASE BOULEVARD,SUITE 220
RALEIGH,NORTH CAROLINA,27607
PHONE:[phone]
7
R
VISTA RESIDENTIAL
PARTNERS
SEE SHEET C2.01 ---- --- _ SEE SHEET C2.02 ------------------------
-- —I—
-8�- • r---`-------- ASPHALT PERIMETER BUFFER
N/F
• 10'R (,PARKING LOT BLUEEIN DEVELOPERS LIDO.
f PIN:0649939489
ITDB.15265,PG.2034
• 10'R • 10'TOHS-WE BM.2013,PG.560
• T2 10'PvfGDE �`
TREE GRATE • I 20'TORS \�`� / TRASH/RECYCLING
(TVP.) - -SANITARY SEWER- -
Ln
r._ TO EASEMENT 'N `� .� (D C
II � 4 EVSE SPACES
w s~ w r\\ l ------ SITE LEGEND z Q P
RTREE TO EMOVED BE N 20 R • U 9 \ I SIGNAGE \! Q
AND STUMP • )9 - �' > ¢w \ • i 8 BIKE SPACES ■ ` ?j ,^ z
CRINGED c 1 : A ♦ III I S YARD LIGHTS / Q/ �vr�I J
�\•P • 635. �•.•.••••.• � sue•:- •..:a••a•. aT•••• M••••• J UGHTPOLE /�
X R WLM 8 --------1 I ti POWER POLE V
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• STREET A3 RETAINING WALLS 168' 1 1 W Z y�
(DESIGN BY OTHERS) SEGIAENTAL BLOCK 1 ACC ACCESSIBLE PARKING STALL � K
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III sl SEE SHEETC5.01 DE5IONBYOTHERS)1 VAN VAN ACCESSIBLE PARKINGSTALL z
LI s ± BUILDING --- I HX PARKING SPACE COUNT 1
1 SEGMENTAL BLOCK -__ ----J ,A U N
J `
RETAINING WALLS © V/ D J 0
\�•••• (DESIGN BY OTHERS)2(10061 IRETALIF I ACCESSIBLE RAMPS 2 N O
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PERIMETER BUFFER \ r -, • •• • •• ACCESSIBLE ROUTE L ' 1 N
--
L� }
RR •- PROPOSED ROAD IMPROVEMENTS
MONVMENT 4 • \ EX.10'PRIVATE SANITARY FROM OTHERS(PART OF \ • - - - -�I• PHASE LINE G M J
AREA B -� R • 10.6' 1 SEWER EASEMENT RO DTOWN/WIDENNGNCDOT OPROJECT)LL NGS I __ PROPERTY LINE G "�, 0
I I T2 - B.M.2013,PG.560
" I VARIABLE WIDTH —
TQ • .... _.a• RRsLT-OF-WAY =I L --- RIGHT-OF-WAY LINE
-- - DEDINTON �I
15'x450'AAS 30'R _- 4:1 ASPHAd TAPER I ®ORN J --—-- LOT LINE
SIGHT DISTANCE 30'R ---�.�•�Ni • TO EXISTIN IPAVEMEN I j
TRIANGLE _ • ---- `--- ,--- — — EASEMENT LINE
_ ____ ____ _
-- 10'SI DEPATH
6 -- I - CENTERLINE
-_ to __ _ _ HEAVYDUTY
TPA
SEGMEN BL TAL BLOCK .1 o m 1p _- ASPHALT PAVEMENT
% RETAINING WALL -
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0\10 TRIANGE rMl /I I HEAVYDUTV AO�N OAR
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ADDITIONAL PAVEMENT FOR FUTURE LANE SHOWN
n.r oo F STRIPNG SHOWN PLbSDE PUBLICSTORM DRAINAGE , =QUO n� �_
n.irrr canMTAr.
UNTIL ROAD IMPROVEMENTS ARE MDE TO THE EASEMENT _ _
EAST(PLANS BY OTHERS FOR TOWN PROJECT) 50
----N __- _- -------- PvtSDE PRIVATE ST
EASEMENTORM DRAINAGE , G ��� �'D
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REVISIONS
a
N0. DATE
3
SEE SHEET CO.00 FOR ALL PROJECT,SITE,
3 GRADING,STORM DRAINAGE AND UTILITY PLAN INFORMATION
NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE PROJECT NO. VI522003
8 WITH THE CURRENT TOWN OF HOLLY SPRINGS FILENAME VIS22003-CD-S1
ENGINEERING DESIGN AND CONSTRUCTION CHECKED BY Now
STANDARDS DRAWN BY KWH
SCALE 1"-30'
DATE 07.21.2023
Qwl SHEET
N DRIDINAD83, SITE PLAN
s AREA"C'
GRAPHIC SCALE
i
0 16 30 60 C 2 O 3
I inch=30 rt.
FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION

1 1
McADAMS
LpThe John R.McAdams Company,Inc.
2905 Meridian Parkway
v
\ - / - Durham,NC 27713
_ I -
N \ I A / phone [phone]
11 \ �\ I / ----- \ \ \ \ \ ■■ fax [phone]
license number:C-0293,C-187
www.mcadamsco.com
INDEX MAP
1 CLIENT
N/F V11 so�� V / ---- -� / N A \ \\ V VISTA RESIDENTIAL PARTNERS-NC,LLC
SHARMA,BAL K \ r- 1. - /
1 \\ / N/F - I \� \ _ \ _1_ _ 4000 WESTCHASE BOULEVARD,SUITE 220
/SHARMA,RADHA / \
\\ \1 \ / '.GPIO K P_QHAU,
/ PIN.0649849112 ° / \ oI KAM rCN \ RALEIGH,NORTH CAROLINA,27607
REID:0057229 / / / /
ZONING.NMX \\ -- \ / / PIN:0649945515 I + N/F 1 / I %IUD > PHONE:[phone]
1p
I� \\ \. W — +W— � .� _te-tee—to GARRET RAILSBAciK, I TRINIDADCOURT
/ � `� .■'o-� p m - - _ ��` — GARRETT RAILSBACK �1 I �
\\\ c 1`i / y♦ -T PIN:06499491]2
DB. 16030.PG.432
\\o
`W' W , W Jam. i / ♦�,,
/ ----� VISTA RESIDENTIAL
r--1{, I I PARTNERS
SHARMA,FBALK \' y d/ W ♦P �{� // // l (// 1 `� 11 I 1 L----{J
\ SHARMA,RADHA 1 /y - \ / / \
/ \ PIN:0649849011 \ — N, _/ UIL NG _ { I // / N/F / f/1
RED:00]2034 ----/`� 1 A A I 1 / --
/ ZONING:NMX u, W y, ' - �' gRVIIXbER SINGH,CHgDA, I
L / io_ _ _ _ _ L 7 JJ(GTAR KAUR dHADA /I LNl
I PIN:06590p4pO 12 / ANTHONV_AUB
ILDING _ - DB.18E3 /p 2586 / 1 TR TEE,
MARK EEAUB
T EXISTING I" oe85uzia20
THIRD STREET - / / PG.2306 /
vI
V.— —
/ 3 Rp Y ♦ �' _ _L ---z- --r--- --- I"
---�--- _-_ \ \ \ sT♦ \ \\ // JACOB OOSTRA// ,/I Z Q E
— ♦♦ 0 % DaPIia3 a.Pc 67ao / GRADING LEGEND Q
-/ -- \ m/ \ I \ I / ' \ ♦ + r _ i \\ /// X/ 1 134 FLARED END SECTION z
/ N/F \AA1 11\ \ I I \ \ \ I I C / // ENDWALL SECTION �N�rI''�� O
TAPATIOS LLC 1
V PI a
N:0649839863 \ � I I i 'I ♦ I - / / \ \/ /REID: 266 87 BUILD
J
I___ ___________� _ _ I/♦ \ 0 I _I _______� ' : / LISA QH � 7' - CATCH BASIN
V
6:�M DROP INLET
r =
_ N/P/ STORM SERVICE INLET O If
/ II L zr i J // 11 1 " ♦'� \ / I, BRIAN PIN WHyTM 038 0'1 r'O E \ - ■ STORM SERVICE ROOF-DRAIN CI) O
A t Y TOS$ 777
\w^ m --_- I DIE 982//,PG/210� Y' ♦ O JUNCTION BOX ' ` N
`f
\ /
I '---J DRAINAGE FLOW A W
LINE BREAK SYMBOL
A 11 `
J \
DR GE F 0 RRO
r�---------------- \ UILDING $ COURT 250.00 TOP&BOTTOM CURB ELEVATIONS —
z
EXISTING 250.50 z O
T.JOHN = a
O _T i �\ \ \TW=223.00 TOP OF WALL ELEVATION 7 ^ }
�NJF �h _ BW=213.00 BOTTOM OF WALL ELEVATION \\\ L J
JOHN M.BAYUS, // - NOTE: BOTTOM OF WALL IS GROUND G O m O
N F / .Q \ 'I ELAINE MI BAYUS / ELEVATION NOT WALL FOUNDATION)
Ng/ LLV SPRINGS LLC \ \ / / _ III PIN:0659 1629 / , _
- / 064/ \ \ �360 NORTH MAIN STREET LL / III / ` v
1 I (13
-I - P 983278 A PIN:06499326]8 / III r \\ li I\ DB.111391 P�16F// i/ }250.60 SPOT ELEVATION
L_- EID:03262]8 rT1
ZONING:NMX' n - DE.19113,PG.25 0 \ I ----- /
/ STORM DRAINAGE
I3' — STORM SERVICE LINE
I I
�\\\ —RD—RD—RD—
L
/ / F NON-PERFORATED ADS
OR
EQUAL 1.0%MIN SLOPE 3 MIN
COVER PVC SCHEDULE 40 IN
�
STREE B r I l I N/F f I
_ / TRAFFIC AREAS
V�INDWARD POINTE HOA NC. II
-------/!------ / If \\ - I( . / / PI6637,03421 \ —TP—TP—TP— TREE PROTECTION FENCE
/ _` wf I a� / r-� 1 DB.883],PG.237\ �♦A♦�,�N
1S/F _ —__ __ I \ LDLO LIMITS OF DISTURBANCE P�� E „
//JN:0649933890N /N I 1 \ I
19B.10098.PG.477 / / / L-_J
/ WOODED AREA
N/F \ --- 250 MAJOR CONTOUR E OZ
;\'\ ` \ •I I V // r-J _______ BLUER DEVELOPERS LLC. \ / 252 MINOR CONTOUR
PIN:0649939489 95
X Da.15265,W.2034 \ __---250---_ EXISTING MAJOR CONTOUR
/ J' / \ ✓ / L_J / BM.2013,PG.560 / _______ ______
I \\ / 252 _ EXISTING MINOR CONTOUR
--�--� I EASEMENT LINE
r /I // // \ \\ \ / / / I / r■, I �r Tl I - - I I \ I I ACCESSIBLE PARKING AREA
/ \ V \ (2%MAX.SLOPE IN ALL DIRECTIONS)
F
F-1- Il /- „ f I BUILDING
If
J REVISIONS
g =�—.
—
r / -- �� \ _ =r I \ \ � � - - - I I■°" I; N0. DATE
EXISTINGL
T— -��.c—a-�•� 5 �� c a ty— ���- „ ___--_ - ,
3 / �_ G_HOLLYSPRINGSf(6AD -_ =_4�I /
En -T�
_ a
E.
- SEE SHEET CO.00 FOR ALL PROJECT,SITE,
GRADING,STORM DRAINAGE AND UTILITY PLAN INFORMATION
- i ---— NOTES
�_I_ /�_ / I / / _ ��-� -- __ PROJECT NO. VIS22003
_ K k —X / __ -4- --F _ ____I _ / ALL CONSTRUCTION SHALL BE IN ACCORDANCE
8 / / / L/ 1 f �� I L — \ —z — WITH THE CURRENT TOWN OF HOLLY SPRINGS FILENAME VIS22003-CD-OAG1
/ / I / 1 / �A --I_,� / �I AI 1 ��� r�� r✓ / ENGINEERING DESIGN AND CONSTRUCTION CHECKED BY NDW
L-�--�
I 1 I v I L- STANDARDS DRAWN BY KWH
\ _ l� 4Q r--
/ I V A / SCALE 1"=60,
�\A L-L-1 II \V L--� I I ch \ lip/ DATE 07.2E 2023
L N SHEET
NCGRI0(NA083) OVERALL GRADING AND
s STORM DRAINAGE PLAN
GRAPHIC SCALE
i
0 30 IinCh60�k 120 C3e00
FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION

BU CHAD 1
/ CAST-IN-PLACE / PRIVATE A CESS / 1
5 \ / I I I OJ KAM YAN
/ 15'x].5'x RETAINING WALL $MAINTE ANCE
\ \ 8\ \I\ 9 \ I \ \ 22"THICK T kASEMEN 10.37 LF 5"RCP �1904899PG.26 1 9B. 9] 1/ \ RIP AP TW=426.00 (DESIGN BY OTHERS) iW=42.50 / ➢ ®1.459y� TW=432 50 1
ew=43 so /
- - - - B=ansO - - - - _ - 0 -dam CA 1 o:�o:�Ts�o:a os.,�o:.T=o:v--os•%os os�l` �=i>r--- �- -
1/� 5 \6\\ ®W W B 3052].4 15'RCP 0.a R Cg1o7 - /
SHARM,�,@AL`K� \ 1 II 1 I
SHARMA,\RqDry'1
PIN:064984911,2 - A
REID:0�72';9\\ 9 / YYY W/ ✓ W / W _ _ J�
zorvlNc:v\Mx\S 1 AI\ �� �V // �\\� STOAMWATER CO�TROL �EOP-3o]A IN 1 ( e © cADA S
MEASURE"B ---- ;O The John R.McAdams Company,
(UNDERGROUND VA rrj Inc.
W\ I Bw=a1 so / _ - - - 1 U 1� �I 2905 Meridian Parkway
6 \/ \w \.H Vv- w w w I1r _ 0 1.97% -c 1 Durham,NC 27713
W I I ____________________________ _________ _____�TW=435.50 _ ____ __ 1 w 1 IICII 1
'•'- \ I \, VVV �G �/ -r------- BW=433.00 1= phone [phone]
5 \g �� STORMWATER CON OL
\ € 11 - / DEEASUIYE"A4T / 4-41 L 12-HOPE 1 w fax 919.r:C-2269
W /meµ �,,I N=EERCTROUND 1(A LT) .y 0.74 1
3 a I w license number:C-0293,C-187
t
s �I //. /w I 1 �� w ws � • / SEGMENTAL BLOCK II 1� www.mcadamsco.com
\ \ 1 \ \ , ✓' W W W PRIVATE ACCESS RETAINING WALL 5.07 LF 12"HDPE CB+3
I
s I
\ I \ \ /
- W: 1 &MAINTENANCE I (DESIGN BY 1 INDEX M A P
N/F \_ W J W W V' /Jg c-- EASEMENT BUILDING OTHERS) ®b gljF 15"RC
co-3o1A 1 CLIENT
SHARMA,SAL K \ \ / 7,20 LF 12"HDPE EO-2b
SHARMA,RA°HA �1`\ \\ VARIABILE WIDTH) W W W /W I O 0 1 3gy, 1
PIN ofia9'49on ICHT-of-WAY / o - FFE=433.00 VISTA RESIDENTIAL PARTNERS-NC,LLC
REID:0072034 \ \ �\ \ \ fNCATION,R S�'DC 11 / -�i YI-303 ---- �EO-300
`R I _ 4000 WESTCHASE BOULEVARD,SUITE 220
zorvwc:NMx �\ I f \ \ \" a""'14B_LE t jDT v,-4 e �5 / 29.29
.2 L 12 HOPE RALEIGH,NORTH CAROLINA,27607
� I ° x
I
C _ PHONE:[phone]
SEf SHEE H PSD&LIC R�hy ° I M=434.50 co-3o1B
='y-00 ',✓ ___�- BW=433.00
a
182$LF 24" - HD 9.00 LF,2" PE '
CB-0, YI-302 I -zoz I♦♦♦ R
a c \\ 3S6 B-210
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EXISTING g c W \ } `- BW=4140 38.19 LF 4"RCP ' \ 55. LF CP ♦ PARTNERS
THIRD S - /W a. } ®D56%'
W \ B-,-
(VARIABLE WIDTH PUBLIC g° \ � \ ce-104- I \ \\
63.2 LF 15" P
40.5O LF 1 RCP �\ B.s LF za RCP / a"BOB °s\ GRADING LEGEND
/ \\\
CB-209 e ® \ \\
CB-204 s FLARED END SECTION
TW=423.25 5 STEM W L ENDWALL SECTION
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INV IN=414.53(CB-104) INV IN=420.66(VI-213) INV IN=432.33(CB-239) INV IN=428.76(VI-303) INV IN=417.]t (CB-208) YI-302 I /I 24.80 LF 12"HDPE 1
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INV OUT=429.48 INV OUT=418.96 INV OUT=428.86 1,
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INV IN=418.28(CB-10]) INV IN=423.86(CB-218) CB-231 / ;•
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CB-224 CB-306
INV OUT=416.54 IN
IN=416.26(CB-204) EOP-306A _ 6250 LF 15"RCP
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SEE SHEET C3.03 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION

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1 48.19048,PG.2697 /� TW=442.DD TW-448.00 RETAINING WALL I I I \ TRINIDAD COURT/ TW=446.00 I J i BW=44.5�- BW=441.00 (DESIGN BY OTHERS) I N/F 1 r A
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1 FOP 300 B-254 4.50 LF 15"RCP // // L-_ VISTA RESIDENTIAL PARTNERS-NC,LLC
B-201 ®9 3% I / / / / / I I I I 4000 WESTCHASE BOULEVARD,SUITE 220
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CB-256 // oF' FEE- / z
♦� \ \ \ 23.42 LF 2a"RCP '' / I 0 443.45 Y \ / `7
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1 20.50 LF 1 12"HOPE J-262 17.56 L 5"RCP �'e / / Y
II 11 ®0.5]% / / -TP-TP-TP- TREE PROTECTION FENCE
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1 SEE SHEET C5.01 DESIGN BY o HERS) WOODED AREA
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2.00% /� PERIMETER BUFFER I 250
MAJOR CONTOUR
11 B zs
1 ZSZ MINORCONTOUR
54.48 LF 15"RCP -
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26,24 LF 12"HOPE CB 26 I \ -------Z52 CA
_____-- EXISTING MINOR CONTOUR O`�...........
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\ TW=442.50 53.46 LF 15"R P r
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1 BUILDING - TW=44sso I 448.05 _
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JI � P `
1 II 0.62% \ \ 447.05 \N/F \
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m CB-201 CB-247 CB-265 YI-235 1 \ \ I ELAINE M,BAYUS \ TOHS-WE TOWN OF HOLLY SPRINGS WATER EASEMENT F,
T/C=434.43 T C-437.67 T/C=442.20 T/0=443.75 1 Co 23gB \ ` 1\ 446.56 PIN:0659 1629 /
INV IN=415O6(CB-202) V IN=431.23(CB-250) INV IN=437.26(CB-268) INV OUT=439.06 1 \ \ I \ DB.11139,E PG 162
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T/C=435.61 CB-250 INV IN=434.41 (YI-240B) V \ �J 0 0.5674 \ ®0.93% FEE- STEM WALL /
INV IN=415.86(JB-203) T/C=438.96 CB-267 INV IN=433.87(CO-239B) 1 ( _ \- \l I 44555 (TYPE) /
m INV IN-4z8.95(CB-243) INV OUT=4 1. (JB-251) T/C=44=43 INV OUT=433.52 W 1 I \ 1/ x 4� YI 2a0A T4\\3.50 Tip III �BL268 1 /
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m yr BW 438.50
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INV ouT-a3a.7s �\ / j REVISIONS
T/C 43905 CO 239A INV OUT-434.41 VI
d INV IN=433.25(CB-230) CB-253 RIM=441.55 y1-246 1
c INV IN=432.33(CB-239) T/C=444.49 INV IN=433.34(YI-240A) 1 SEGMENTAL BLOCK / /
INV OUT=433.24 T/G=435.90 N RETAINING WALL N0. DATE
INV OUT=430.53 INV IN=439.55(CB-254) SEGMENTAL BLOCK
INV OUT=432.21 FFE=440.50
^' INV OUT=439.45 \(DESIGN BY OTHE S) RETAINING WALL I /
CB CO-2398
m T/C=440.57 CB-254 RIM=438.00 YI-248 1 65.65 LF 30'RCP ) ( (DESIGN BY OTHERS)
INV IN=435.88(CO-230A) T/C=445.29 INV IN=434.31 (YI-241) T/G=43].25 1 1 T=442.00
INV IN=433.57 ®O56% (� CB-242 B-438.50 I /
INV IN=435.63(CB-233) INV IN=440.35(CB-255) INV OUT=434.21 (YI-249) 10'PvISDE � / \ /
INV IN=434.50(CB-231) INV OUT=433.47
INV OUT=440.25 DI-258 I \
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GB-255 /- STREET B
u' CB-231 T/C=446.07 INV OUT=437.56 T/G=43].38 1 CB-229 ®0.59% /
= /c=aao.lz INV our=aao.n INV OUT=433.69DI-269 1 --� (VARIABLE WIDTH PUBLIC R/W) N/F SEE SHEET CO.00 FOR ALL PROJECT,SITE,
INV IN=434.73(CB-232) YI-263 / WINDWARD POINTE HOA INC.
INV our=a34.63 c6-zss VG=444.7s I SEE SHEET C5.01 I PIN:065903421 GRADING,STORM DRAINAGE AND UTILITY PLAN INFORMATION
T/C=440.48 INV OUT=439.81 T/G=437.15 CB-CB DB.6637,PG.237
INV OUT=433.96 1
`o CB-233 INV IN=435.26(CB-257) JB_244 p8e./ / I NOTES
.V T/C=442.03 INV OUT=435.16 RIM=437.08 YI-266 PROJECT NO. V$22003
NV IN=437.09(DI-234) CB-257 INv IN=430.06(CB-245) T/G=437A5 1 a3.14 LF 18"RCP 78.39 LF 1r IjCP / I \ ALL CONSTRUCTION SHALL BE IN ACCORDANCE
INV OUT=436.99 INV OUT=429.96 INV OUT=433.96 ®0.54% 0 3.66%
g T/C=440.57 F L WITH THE CURRENT TOWN OF HOLLY SPRINGS FILENAME VIS22003-CD-G1
CB-239 INV IN=435.63(DI-258) JB-251 1 ]1.46 LF 24"RCP
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INV IN=435.44(CB-242) INV IN=434.49(CB-252) INV=414.86 1 1.73 LF 15"RCP ®0.56% / STANDARDS CB / L-- - DRAWN BY KWH
0.58%
i INV IN=433.13(CO-239A) INV IN=432.40(JB-260) -
O° INV OUT=432.78 T/C=443.61 INV IN=435.12(CB-259) EOP-300 1 / / YI-235 INV OUT=436.]t INV=42].66 / I I SCALE 1"-30'
INV OUT=432.05 1
CB-242 CB-261 0 2.1 LF 15"RCP /
T/G=443.25 JB-260 1 ®2.18% / DATE 07.21.2023
i INV OUT=438.31 T/C=441.46 RIM=441.05 1
o INV IN=432.97(JB-262) INV IN=432.75(CB-261) CB-233
CB-243 INV OUT=432.87 CB-2 PERIMETER BUFFER BLUEFIN DEVELOPERS LLC. I \ SHEET
INV OUT=432.65 1 �. / \ 5'TYPE'A'
2 T/C==429+ VC=44 1
u INV IN=4z9.54 GB-244) INV OUT=43 JB-262 1 9. LF 15"RCP N/F \ / NCGRID(NAD83)
NV DDT=az9.aa INV our=a37.z, RIM=441.17 _ ________________ ® �% \ GRADING AND STORM
INV IN=433.17(CB-265) B 23 22.76 LF 15"RCP � 6].15 LF 12"HOPE pIN:0649939489 \ /
$ CB-245 INV IN=436.23(CB-264) 1 0 0.57% I 0 0.55% DIE 15265,PG.2034 \ / DRAINAGE PLAN-AREA FFBLL
N T/C=437.67 INV IN=433.83 YI-263 / BM.2013,PG.560
INV IN=430.30 CB-247 - - - - >`-'� I \ GRAPHIC SCALE
INV OUT=433.0] ) 1 1!I'TOHS- /
INV IN=432.12(YI-246) 1 1 0 3 12'-HOPE 10'PvtSDE__ / /
INV OUT=430.20 , U 15 30 C3e02
_ so
SEE SHEET C3.03
FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION

1 1
MCADAMS
The John R.McAdams Company,Inc.
�-- 2905 Meridian Parkway
' 11C11 ' Durham,NC 27713
phone [phone]
- - fax [phone]
license number:C-0293,C-187
INDEX MAP www.mcadamsco.com
CLIENT
VISTA RESIDENTIAL PARTNERS-INC,LLC
4000 WESTCHASE BOULEVARD,SUITE 220
RALEIGH,NORTH CAROLINA,27607
PHONE:[phone]
Nft
VISTA RESIDENTIAL
PARTNERS
I
SEE SHEET C3.01_ _ I SEE SHEEN C3.02 -----------------------I
-- - - -ILI cu=23-3-----1 --- �1 5 TYPE A
C-2 1 / PERIMETER BUFFER N/F \ GRADING LEGEND
��\ a 1 �\15"RCP 7.15 LF 12"HOPE BLUEFIN DEVELOPERS LLC. \
62.50 LF 15"RCP \ 0.55% PIN:0649939489 I \ FLARED END SECTION
0 2.18% / / DB.15265,PG.2034 \
\ �� 1d'TONS- BM.2013,PG.560 \
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SANITARY - 1\/ ■ STORM SERVICE INLET
EASEMENT 1W=443.00 TW=446.85 TY=44600 I 22.94 LF 12"HOPE INV IN=434.50(CB-231) a
\ \ i BW=443.00 BW=444.00 BW=44.00 \ I 0 6.10% I INV OUT=433.65 • STORM SERVICE ROOF-DRAIN `7 I.J� z
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II II SEGMENTAL BLOCK Y_ ® I I T/C=439.91 250.50 TOP BOTTOM CURB ELEVATIONS W ^ F
STREET A3 RETAINING WALLS I� I INV OUT=434.97 250.00 Z CC
y (DESIGN BY OTHERS) S'ytI ENTAL BLOCK I CB-233 I.-
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P B=445.50 DE ION BY OTHERS I / T/C=442.03 BW=213.00 BOTTOM OF WALL ELEVATION v I 0
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1 =446.75 PERIMETER BUFFER / INV IN=441.29(VI-237)
_ =4 5.00 Tw=447.50 / 48.54 LF-11e HDPE Bw=446.85\ `a-' r INV OUT=441.19 ROOF DRAIN,8"ADS N A
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B --� ®0.55% CO-230D SEWER EASEMENT TOWN/NCDOT HOLLY SPRINGS RIM=446.95 EQUAL 1.0%MIN.SLOPE 3'MIN. G O O
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INV IN=440.66(VI-236) ss
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/ r I YI-236 - - EASEMENT LINE
s
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Q
INV OUT=442.06 i JACC E NGAREA 0
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¢u- - s ss PubSDE PUBLIC STORM DRAINAGE EASEMENT pAp
Ou �_ ss INV OUT=441.39
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ro EXISTING /F
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v REVISIONS
a
N0. DATE
3
SEE SHEET CO.00 FOR ALL PROJECT,SITE,
3 GRADING,STORM DRAINAGE AND UTILITY PLAN INFORMATION
NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE PROJECT NO. VI522003
8 WITH THE CURRENT TOWN OF HOLLY SPRINGS FILENAME VIS22003-CD-G1
ENGINEERING DESIGN AND CONSTRUCTION CHECKED BY Now
STANDARDS DRAWN BY KWH
SCALE 1"=30'
DATE 07.21.2023
Qwl SHEET
NCGRID(NAD83) GRADING AND STORM
s DRAINAGE PLAN-AREA"C"
GRAPHIC SCALE
0 60
I i C3e03
inch=30 rt.
FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION

LEGEND
EXISTING
WETLANDS
+ + + + + + + + PERMANENT WETLAND
+ + + + + + + + IMPACT
F'o o + +
\ +
\
cl\ u +
1 y /
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GI +
�\ DEDI EATEg /,0+
WETLANDS
LIMITS
\ DISTUf�B'F CE
\ I
/ \ \ � L() + + + UD +
0 w 416 . . . . + + +
+ + + /
T o s\ + + + + + + +
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0 0 T RE "A"o v o
- OJ
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o CIA U') � o
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EXISTING Al PERMANENT
THIRD STREET WETLAND IMPACT
4,084 SF
(VARIABLE WIDTH PUBLIC R/W) (0.094 AC)
N
NC GRID(NAD83)
GRAPHIC SCALE
0 15 30 60
mini
1 inch=30 ft.
M:\Projects\VIS\VIS22003\04-Production\En ineerin\Exhibits\Im act Ma s\VIS22003-E1.dw,6/15/202310:44:49 AM,Kevin Hughes
!! The John R.McAdams Company,Inc. PLAN INFORMATION
2905 Meridian Parkway MAIN STREET VISTA
Durham,NC 27713 PROJECT NO. VIS22003
FILENAME VIS22003-El
phone [phone] WETLAND IMPACTS CHECKED BY NDW
fax [phone] 137 HOLLY SPRINGS ROAD DRAWN BY KWH
license number:C-0293,C-187 SCALE 1"=30'
MCADAMS www.mr.adamsco.com HOLLY SPRINGS, NORTH CAROLINA, 27540 DATE 06.15.2023

Simpson, Richard
From: Rachel Jones <rachel [e-mail]>
Sent: Thursday, January 4, 2024 4:54 PM
To: Simpson, Richard
Cc: Rachel Ingham; Koncz, Emily; Wild, Elaine; Nick Williamson; Kendra Parrish
Subject: RE: --[EXTERNAL]--NC-55 Roadway Improvements Sewer Extension 2nd Additional
Information Request
Attachments: NC-55 Roadway Imp Sewer Ex_Attachment_010424.pdf
Follow Up Flag: Flag for follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Hello Richard,
Happy new year! We appreciate your feedback on this application. Please see our responses below and the associated
attachment.
1—Please confirm the 80 GPM pump station with duplex pumps, standby power, and approximately 7,399 linear feet of
4-inch force main is still operational per the existing permit. Section VIII.3. of the Fast Track Application list 2 pumps but
Section VIII.5. notes only the 22 GPM pump. An updated Page 3 of 5 for the Fast Track Application is needed.
We believe the Fast Track permit application to be completed correctly and not need revision based on the following
information:
Section V111.3 lists 2 pumps—the 22 GPM pump station has duplex pumps at that pump station.
Section V111.4 notes only the 22 GPM pump station—the 80 GPM pump station and 7,399 LF of 4-inch FM that was
permitted with WQ003304 on November 16, 1995 is no longer operational. We would like to take this opportunity to
remove it from the permit.
2—The current permit has a 22 GPM pump station with duplex pumps, standby power, and approximately 2,086 linear
feet of 2-inch force main. In Section VIII.S. of the Fast Track Application,the 22 GPM has a 4-inch force main. If it is a fl-
inch, has it been certified with a previous modification? Please explain.
To the best of our knowledge, WQ003304 was originally permitted on May 10, 1991 and showed the 4-inch force
main as part of the original Easton Acres Sanitary Sewer Improvement Project(as-builts date February
1992). Modification of permit WQ003304 occurred on November of 1995. Between 1995 and 2023, there do not
appear to be further modifications.
"NOTE.Please see attachment from the 1992 As-Built Drawings. The Easton Acres Pump Station(Pump Station#1)
and associated 4-inch force main are highlighted in orange and clouded for clarity.
1

NLGS Rachel Jones, El I Utility Engineer
Town of Holly Springs I Utilities & Infrastructure Services
PO Box 8 1 128 S Main St I Holly Springs, NC 27540
}� Main: [phone] 1 Cell (919)-980-2992
vs��o www.hollyssprin snc.gov
North
From: Simpson, Richard<[e-mail]>
Sent: Wednesday,January 3, 2024 2:55 PM
To: Nick Williamson <[e-mail]>; Kendra Parrish <[e-mail]>
Cc: Rachel Ingham <[e-mail]>; Emily Koncz<[e-mail]>; Wild, Elaine
<[e-mail]>; Simpson, Richard <[e-mail]>
Subject: --[EXTERNAL]--NC-55 Roadway Improvements Sewer Extension 2nd Additional Information Request
Hello Kendra and Nick,
After reviewing the Fast Track Sewer System Extension Application for NC-55 Roadway Improvements Sewer Extension
—Modification (Application Number WQ0003304), additional information is required in order to further process the
application. Please provide the following information by February 2,2024, and note that the requested information
must be submitted within 30 days of this request, or the applicant will be required to submit a new application and
application fee in accordance with 15A NCAC 02T.0107.
1—Please confirm the 80 GPM pump station with duplex pumps, standby power, and approximately 7,399 linear feet of
4-inch force main is still operational per the existing permit. Section VIII.3. of the Fast Track Application list 2 pumps but
Section VIII.5. notes only the 22 GPM pump. An updated Page 3 of 5 for the Fast Track Application is needed.
2—The current permit has a 22 GPM pump station with duplex pumps, standby power, and approximately 2,086 linear
feet of 2-inch force main. In Section VIII.5. of the Fast Track Application,the 22 GPM has a 4-inch force main. If it is a fl-
inch, has it been certified with a previous modification? Please explain.
15A NCAC 02T.0107 Staff Review and Permit Preparation states:
"(2) (e) If an application is accepted and later found to be incomplete,the applicant shall be advised how the
application or accompanying supporting information may be modified to make it complete.The staff shall advise
the applicant:
(2) if all required information is not submitted within 30 days,the project will be returned as incomplete.
Any resubmittal of a returned application shall be accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3,2023(as
stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees,Section
12.14(a)).
Sincerely,
Richard
From: Nick Williamson <[e-mail]>
Sent:Tuesday, December 19, 2023 2:43 PM
To: Simpson, Richard<[e-mail]>; Kendra Parrish <[e-mail]>
Cc: Rachel Ingham <[e-mail]>; Koncz, Emily<[e-mail]>;Wild, Elaine
<[e-mail]>
Subject: [External] RE: NC-55 Roadway Improvements Sewer Extension Additional Information Request
2

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Please see the attached 404 permit for this project. There are no buffer impacts that would require a 401 permit.
Thanks,
Nick
Nick Williamson PE
Project Manager
MCADAMS mobile [phone]
[e-mail]
2905 Meridian Parkway
Durham,NC 27713
www.mcadamsco.com
Join Our Team
From: Simpson, Richard <[e-mail]>
Sent: Friday, December 15, 2023 1:30 PM
To: Kendra Parrish <[e-mail]>
Cc: Rachel Ingham <[e-mail]>; Nick Williamson<[e-mail]>; Koncz, Emily
<[e-mail]>; Simpson, Richard <[e-mail]>;Wild, Elaine
<[e-mail]>
Subject: NC-55 Roadway Improvements Sewer Extension Additional Information Request
I
You don't often get email from [e-mail]. Learn why this is important
CAUTION:This email is NOT from McAdams. DO NOT click links or open attachments unless you verify the sender and content.
Hello Kendra and Nick,
After reviewing the Fast Track Sewer System Extension Application for NC-55 Roadway Improvements Sewer Extension
—Modification (Application Number WQ0003304), additional information is required in order to further process the
application. Please provide the following information by January 14, 2024, and note that the requested information
must be submitted within 30 days of this request, or the applicant will be required to submit a new application and
application fee in accordance with 15A NCAC 02T.0107.
1—Please provide the Permit Number/Permitting Status letter for the 404/401 authorization specified in Section IX.5. of
the Fast Track Application.
15A NCAC 02T.0107 Staff Review and Permit Preparation states:
"(2) (e) If an application is accepted and later found to be incomplete,the applicant shall be advised how the
application or accompanying supporting information may be modified to make it complete.The staff shall advise
the applicant:
(2) if all required information is not submitted within 30 days,the project will be returned as incomplete.
Any resubmittal of a returned application shall be accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
3

*Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3,2023[as
stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees, Section
12.14(a)].
Sincerely,
Richard
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
This email originated • outside of organization. 1 • not click links or open
attachments unless you • •nize the sender and know the content
Warning:This email is subject to disclosure under the North Carolina Public Records Law(NCGS 132-1).
4

�SANI:TARY SEWER IMPROVEMENTS �
TO SERVE
EASTON ACRES'
m
Q
D
TOWN OF HOLLY SPRINGS cn
cn
NORTH CAROLINA
_ c
CD
MAYOR - GERALD HOLLEMAN „
3
COMMSSIONER WILLIAM J. BANKS
COMMISSIONER - JOHNNY McNEIL
CD
COMMISSIONER - PARRISH WOMBLE
N
COMMISSIONER - OTIS BYRD
COMMISSIONER - EDISON PERKINS
SITE
1
S
12655) V
-Zf-9p
BUILT 13 FEB. 92 BGL REVISED 24 JAN. 91 BGL
o11r0—.ems
HOBBS■ UPCHURCH & ASSOCIATES, P. A.,
AmJ �;?
CONSULTING ENGINEERS
�
i
VICINITY MAP SOUTHERN PINES , NORTH CARO-LINA

m
w
0
Z3
D
c�
_. m
(n
W
m
(D
0
m
m
55 Z3
(n
S-11 EXISTING PUMP STATION, GRAVITY
SEWER & FORCE MAIN
✓ EXISTING GRAVITY SEWER (D
---- ---�
----_-_----- W
FM-3 N
S-II t— S-12 PROPOSED 4" FORCE MAIN I)
N.C.HWY 55 FM-2
ALTERNATE --
------------- -- -- -----
-3 --------- - - - -- --- - - - -- -- EXISTING MANHOLE
S_g
I S-1
S PROPOSED 4" FORCE+ MAIN
- PROPOSE GRAVITY SEWER - - -
S_ - - -
S-3
FM-2
ALTERNATE
I
I
M-1
I
S-2 �+
S 10
S-1 -
_. PROPOSED 4" FORCE MAI �FM-1
S-7
UMP STATION-#2 ALTERNATE - - - -
S-6 - -
PUMP STATION #1
LAYOUT MAP
NTS
AS-BUILT 13 FEB. 92 BGL
REVISED 24 JAN. 91 BGL
onrE
HOBBS, UPCHURCH & ASSOCIATES, P.A. MAR.14,1990
CONSULTING ENGINEERS DESIGNED -
SOUTHERN PINES,.NORTH CAROLINA 28387 JWM - -
DRAWN:
SEWER IMPROVEMENTS JL"
HECKS
c`�an•CA„ �
i ,Jco�SO—RO��'� C
Z/"' DT III
-z •pffSSfp.1 TO SERVE
`e� _ EASTON ACRES TC—ALE
o
12655 � ` - SHEET NO.
LAYOUT MAP 2
g_2,f0 ALTERNATE D 26

Simpson, Richard
From: Wild, Elaine
Sent: Friday, December 15, 2023 11:37 AM
To: Marcos Vidal
Cc: Jones, Rachel; Rachel Ingham; Kendra Parrish;[e-mail]; Koncz,
Emily; Simpson, Richard
Subject: RE: [External] WQ0044787 Ver A - Main Street Vista
HI Marcos,
Application reviews are currently taking 5-8 weeks for permits to be reviewed/issued from date of receipt, provided all
required documentation is submitted to the Division and applications are considered complete according to the
Application Instructions.
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
R E Q:
pportmlwl of tnwromenW Oual�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
From: Marcos Vidal <[e-mail]>
Sent: Friday, December 15, 2023 10:55 AM
To:Wild, Elaine<[e-mail]>
Subject: RE: [External] WQ0044787 Ver A- Main Street Vista
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Thank you, Elaine. For my edification, and that of our investors.What is a typical timeframe to review the two
applications? I'm trying to map this out internally as we have many stakeholders that want to know when we'll have all
our approvals.

From:Wild, Elaine<[e-mail]>
Sent: Friday, December 15, 2023 10:47 AM
To: Marcos Vidal <[e-mail]>
Subject: RE: [External] WQ0044787 Ver A- Main Street Vista
Hello Marcos,
Please see the attached update email sent to the Town of Holly Springs and the consultant.
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
a tmma�ir owi,�
Email correspondence to and from this address is subject to the North
Carolina Public Records Lave and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
From: Marcos Vidal <[e-mail]>
Sent: Friday, December 15, 2023 9:49 AM
To:Wild, Elaine<[e-mail]>
Subject: RE: [External] WQ0044787 Ver A- Main Street Vista
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good morning, Elaine,
I checked the online portal, noticed it still shows as waiting on a resubmittal. I know there's been a lot of back and forth
between Holly Springs and yourself. I wanted to ask if there were more questions you need answered.
I appreciate it.
Thanks,
Marcos
Marcos Vidal
Development Manager-Carolinas
Vista Residential Partners
2

4000 Westchase Blvd, Suite 220
Raleigh, NC 27607
off: [phone] x103
cell: [phone]
ft
ISTA RESIDENTIA1,
11\R1\1 Rs
From: Wild, Elaine<[e-mail]>
Sent:Tuesday, November 28, 2023 12:35 PM
To: Marcos Vidal <[e-mail]>
Cc: Kendra Parrish <[e-mail]>;Alex Barroso<[e-mail]>; Nick Williamson
<[e-mail]>
Subject: RE: [External] WQ0044787 Ver A- Main Street Vista
Hello Marcos,
I have received several items for the Main Street Vista project. I will reach out if I have any further questions or
comments after I have reviewed all items submitted.
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
Ueyartmenl of f nnroMMnill QYI�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
From: Marcos Vidal <[e-mail]>
Sent:Tuesday, November 28, 2023 9:47 AM
To: Wild, Elaine<[e-mail]>
Cc: Kendra Parrish <[e-mail]>;Alex Barroso<[e-mail]>; Nick Williamson
<[e-mail]>
Subject: RE: [External] WQ0044787 Ver A- Main Street Vista
3

CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good morning, Elaine,
I understand that The Town of Holly Springs sent additional info last Tuesday(11/21/23)—I wanted to check in to make
sure it was received since the application tracker still shows NCDEQ as waiting:
Current Status: In review
Application #: WQ0044787 Ver A
Application Schedule:
Application Type: New Project
Application/Permit#: WQ0044787 Ver A
Application Signed By: Kendra D. Parrish
Program Category: Collection Systems
Permit Class: Individual
Project Type: New Project
Is Fast Track? Yes
Primary Reviewer: Elaine Wild
Status Updated: 2023-10-02
Application Received: 2023-10-02
Application Reviewed: 2023-10-24
Last Add'I Info Requested: 2023-10-24
Last Add'I Info Received:
Total Add Infos Requested: 1
Total Days Waiting for Add Info: 34
Issued Date:
Zoom to
Thanks,
Marcos Vidal
Development Manager-Carolinas
Vista Residential Partners
4000 Westchase Blvd, Suite 220
Raleigh, NC 27607
off: [phone] x103
cell: [phone]
Nft
VISTA RI-:SII)FV"I'IAL
4

From: Marcos Vidal
Sent:Thursday, November 2, 2023 12:07 PM
To: 'Wild, Elaine' <[e-mail]>
Cc: Kendra Parrish <[e-mail]>;Alex Barroso<[e-mail]>; Nick Williamson
<[e-mail]>
Subject: RE: [External] WQ0044787 Ver A- Main Street Vista
Hi Elaine,
I see you requested additional information on 10/24—could you please share those comments with me? I assume they
are routed through the Town (but we have not received comments through the Town yet) and I'd like to have our
engineer address asap.
Current Status: In review
Application#:WQ0044787 VerA
Application Schedule:
Application Type: New Project
Application/Permit#:WO0044787 Ver A
Application Signed By: Kendra D.Parrish
Program Category: Collection Systems
Permit Class: Individual
Project Type: New Project
Is Fast Track? Yes
Primary Reviewer: Elaine Wild
Status Updated:2023-10-02
Application Received: 2023-10-02
Application Reviewed: 2023-10-24
LastAdd'I Info Requested: 2023-10-24
LastAdd'I Info Received:
Total Add Infos Requested: 1
Total Days Waiting for Add Info: 8
Issued Date:
Zoom to •••
Thanks,
Marcos Vidal
Development Manager-Carolinas
Vista Residential Partners
4000 Westchase Blvd, Suite 220
Raleigh, NC 27607
off: [phone] x103
cell: [phone]
T
VISTA A RESIDENTIAL
IAL
P.ARTVFRS
5

From: Marcos Vidal
Sent: Monday, October 23, 2023 3:32 PM
To: 'Wild, Elaine'<[e-mail]>
Cc: Manuel,Vanessa<[e-mail]>; [e-mail]; [e-mail];
Alex Barroso<[e-mail]>
Subject: RE: [External] WQ0044787 Ver A- Main Street Vista
Thank you, Elaine.
From: Wild, Elaine<[e-mail]>
Sent: Monday, October 23, 2023 3:25 PM
To: [e-mail]; [e-mail]; Marcos Vidal <[e-mail]>
Cc: Manuel,Vanessa<[e-mail]>
Subject: RE: [External] WQ0044787 Ver A- Main Street Vista
Hello Kendra, Nick, and Marcos,
Thank you for reaching out. The Division is currently reviewing the application for the Main Street Vista Sewer Extension
project,that was received on October 2, 2023. Application reviews are currently taking 5-8 weeks for permits to be
reviewed/issued from date of receipt, provided all required documentation is submitted to the Division and applications
are considered complete according to the Application Instructions.
If you have any further questions or concerns regarding this application, please contact feel free to reach out to me.
Thank you,
Elaine Wlld
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
D_EQ A
rto,t-'-w ,
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
From: Manuel,Vanessa<[e-mail]>
Sent: Monday, October 23, 2023 2:53 PM
To:Wild, Elaine<[e-mail]>
Subject: FW: [External] WQ0044787 Ver A- Main Street Vista
Please see and respond to the email below. Thanks.
6

Vanessa E. Manuel
Assistant Regional Supervisor
Division of Water Resources— Raleigh Regional Office
Department of Environmental Quality
919 791-4232 Office; 919 817-1256 Mobile
vanessa.manuel(L-D eg.nc.gov
Physical: 3800 Barrett Drive, Raleigh, NC 27609
Mailing: 1628 Mail Service Center, Raleigh, NC 27699-1628
Note: DEQ is updating its email addresses to @deg.nc.gov in phases from May 1'to June 9`h
Employee email addresses may look different, but email performance will not be impacted.
Xz_ !' 'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Marcos Vidal <[e-mail]>
Sent: Monday, October 23, 2023 2:33 PM
To: Manuel,Vanessa<[e-mail]>
Subject: [External] WQ0044787 Ver A- Main Street Vista
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Hi,Vanessa,
I'm the developer for Main Street Vista—a new project located in Town of Holly Springs with Sewer Permit fast track
application#WQ0044787 Ver A.
I wanted to ask what your typical review duration is and whether fast track applications typically go through 1 or 2
review cycles?
I appreciate any info!
Thanks,
Marcos Vidal
Development Manager-Carolinas
Vista Residential Partners
4000 Westchase Blvd, Suite 220
Raleigh, NC 27607
off: [phone] x103
cell: [phone]
7

Nft
VISTA RESIDENTIAL
PARTNERS
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
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