WQ0045745_City_of_Randleman_Earnhardt_Apartments_FTSSE_Permit_Application_1st_Submission_20240815

State of North Carolina
N C D rar.�ment of Department of Environmental Quality
Environmental Quality Division of Water Resources
Receive
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources AUG 15 2024 FTA 10-23 & SUPPORTING DOCUMENTATION
Winston-Salem C/�'r t {
App*tibow,�ftr: ; Jd 0 4 ,J 7�✓ (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Randleman (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County Municipal
3. Signature authority's name: Shain Sexton per 15A NCAC 02T .0106(b)
Title: Iterim City Manager /
4. Applicant's mailing address: 204 S. Main Street
ell z
City: Randleman State: NC Zip: 27317-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1.
I
Project name: City of Randleman Earnhardt Apartments
Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
❑ Privately -Owned Public Utility
❑ Other
If a modification, provide the existing permit number: WQ00 and issued date: ,
❑ ARPA funded
For modifications, also attach a detailed narrative description as described 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: Randolph
11
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.805°Longitude: -79.817'
5. Parcel ID (if applicable)
III. CONSULTANT INFORMATION:
(or Parcel ID to closest downstream sewer)
Professional Engineer: Hiram J. Marziano License Number: 7707
Firm: Hiram J. Marziano, P.E.
Mailing address: P. O. Box 278
City: Asheboro State: N6 Zip: 2720440 78
Phone number: [phone]/ Email Address: hmarzianona,triadbiz.rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Randleman WWTP� Permit Number: NCO025445
Owner Name: City of Randleman
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0004825
2. Downstream (Receiving) Sewer Information: 8 inch / © Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00099 /
Owner Name(s): City of Randleman /
FORM: FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A f
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement FORM: DEV) been attached?
❑ Yes ❑ No ® N/A,'
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
[:]Yes ❑ No ® N/A /
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ 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 Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % 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 .01 14(f)? ❑ Yes ❑ No
➢ If Yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a b
No. of Units
Fjpw
72 Apartments w/2 & 3 bedrooms
75 gal/day/bedroom
168
12,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,4 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. 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. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12,600 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ 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):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8 ./
1062 /
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: 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): 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
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A 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
➢ 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 all 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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)): /
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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-I waters of Class I 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 W, see Section X.1 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 webpae
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.
i
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ®No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .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 Z No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (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 15A NCAC 02T.0402, "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-montbs and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (.latest version), and the Gravity 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
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
1, []� '-S 4(
-t `(M" • Zicm u , attest that this application for v h �; og ,.4--e4l-�
(Professional Engineer's name from Application Item III.1.) (Project Name om A' pplic+on em I .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,
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 $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)
......................................................................................
�i111/
North Carolina Professional Engineer's seal, signature, and date: �'t�►14
L M
fool
3. Applicant's Certification per 15A NCAC 02T .0106(b):
i
I, 4 G-I r, attest that this application for Ec�r C1\N('11r &A
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge 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.
i
s
Signature: 4, IJ Date:
FORM: FTA 10-23 Page 5 of 5

D R
� W�
Divislon of
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: City of Randleman "`
Project Name for which flow is being requested: Earnhardt Apartments)
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: Randleman WWTP"
b. WWTP Facility Permit #: NCO025445 -'
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
1.745
0
0.7473 '
0.0126 '
0.7599
43.55
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
Main
WQSC00099
5.143
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current Flow
Flow**
Avg. Daily
Tributary
Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
2.057�
0.7473/
0.0126
0.7�99
1.297
* 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 (pt) 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): Deep River Outfall
Page 1 of 7
FTSE 1.0-23

III. Certification Statement:
f Brian Crawford certify to the best of my knowledge that the addition of
/ the volume 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 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.
Official Signature
Title of Signing Official
❑PLANNING ASSESSMENT ADDENDUM (PAA)

NC Department of
Environmental Quality
Received
08.8.2024 i AUG 15 2024
Winston-Salem
To Regional Office
NCDEQ-WS Enclosed, please find the following items relative to a Fast Track Application for EARNHART
APARTMENTS, in Randleman, Randolph Co., N.C. for your review and/or approval.:
From
Hiram J. Marziano, PE 1. Cover Letter/Project Narrative -(Original + 1 Copy).
2. Check in the amount $600.00 to cover the permit fee
cc 3. Fast Track Application, Form: FTA 10-23-(Original + 1 Copy).
Bobby Earnhardt, Brian
Crawford 4. Flow Tracking/Acceptance Form-FTSE 10-23-(Original + 1 Copy)
5. Color 8.5"x11" USGS Topographic Map w/annotations of the Project
Re 6. Aerial Location Map w/coordinates & sewer line ties.
FTA Appl. For Earnhardt
Apartments, Randleman, 7. Street view map from Google Earth of the site location.
Randolph Co. N.C.
Project Description/Narrative
This project proposes to ultimately construct six (6) apartment buildings having twelve (12)
apartments each for a total of 72, 2 & 3 bedroom units. The project site is in the corporate limits
of the City of Randleman. Water/Sewer/Fire & Police protection, and Solid Waste disposal will
be provided by the city. The project is zoned properly, and the site plan was approved by the
city. The project does not contain any wetlands or lie in a protected watershed. In addition to
this fast track sewer application, applications for water, driveway access and erosion control
are being submitted.
Regarding the sewer service, on -site gravity wastewater lines will be constructed to tie directly
into the existing sewer line located on the adjacent Stout Street. The receiving sewer line flows
entirely by gravity until it is intercepted by the city's main lift station at the WWTF. All
wastewater generated from this project will be domestic.
If you need additional information, please advise. Thank you for your review.
Signed:
•
♦ � yr: _ � �
M&.LCTm - , -,% ENGINEER
Tel: [phone] PO Box 278 � HIRAM J.
Cell: 336-953-6186 Asheboro. N.C. 27204 hmarziana tricadbiz.rr.com . AR2IANQ,_PE',

Randolph County, NC
REID
PIN
TAXED ACREAGE
PROPERTY DESCRIPTION
DEED BOOK & PAGE
PLAT BOOK & PAGE
OWNER
OWNER ADDRESS
47084
7755704146
6
R1955;W
002776/01420
RANDOLPH BUILDING SUPPLY LLC
PO BOX 58
OWNER ADDRESS2
OWNER CITY
OWNER STATE
OWNER ZIP
LOCATION ADDRESS
LOCATION ZIP
DATA REFRESHED
RANDLEMAN
NC
27317
No Physical Address
No ZIP
12/10/2023
Disclaimer- This map was compiled from recorded deeds, plats, and other public records and data. Map Scale
(a Users of this data are hereby notified that the aforementioned public information sources should be 1 inch = 400 feet
?r ' consulted for verification of the information. Randolph County, its agents and employees make no
12/12/2023
warranty as to the accuracy of the information on this map.
EARNHARDT APARTMENT SITE
RANDLEMAN-RANDLOPH CO.

list'
f
` r y
• r
B3.
-
Aedal Location
Map
EARNHARDTAPARTMENTS
Randleman,of
No Scale
• •