WQ0045636_Pineview_Homes_FTSSE_Permit_Application_Final_Submission_20240812

2nd submission received 20240812 NC Department of
Environrne Received
7uali;y
Received State of North Carolina
Department of Environmental Quality
AUG 12 202� Division of Water Resources
DW_ R
WinstonF rTAACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Ree i L n a :D Fri `, a FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: ` Q0045636 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
l . Applicant's name: City of Asheboro (company.. municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: John N. Ogbum III per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: 146 N. Church Street
City: Asheboro State: NC Zip: 27203-
5. Applicant's contact information:
Phone number: 336) 626-1200 Email Address: jo. bomC.ci.asheboro.nc.us
II. PROJECT INFORMATION:
1. Project name: Pineview Homes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ00 and issued date: ,
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
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.772210' Longitude:-79.831680'
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Hiram J. Marziano License Number: 7707
Firm: Hiram J. Marziano
Mailing address: P. O. Box 278
City: Asheboro State: NC Zip: 27204-0278
Phone number: 336) 493-4450 Email Address: hmarziano i4riadbiz,rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Asheboro WWTp Permit Number: NCO026123
Owner Name: City of Asheboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ00018353
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit, Number(s) (if applicable): WQCS00025
Owner Name(s): City of Asheboro
FORM: FTA 10-23 Page I of 5

2nd submission received 20240812
VI. GENERAL REQUIREMENTS
N(_ L)e:):_'rtii :'iil C1
Envirol nentai Quraiity
Received
1 ry
1. If the Applicant is a Privately -Owned Public Utility, has a C"ate f PHAc Convenience and Necessity been attached?
❑ Yes ®11146tGZ,%' =m
2. If the Applicant is a Developer of lots to be sold, has a 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 .0114(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
Flow
3br-22 Duplex Residence
120 galfbedroom
132
15840 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
15840 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and LL 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 15840 GPD (per 15A NCAC 02T .01.1.4 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

2nd submission received 20240812
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
2423
PVC
NC
(j7
hnviron0lentai r L.ii.,,�
Received
AUG 12
Winston-_sar�m
Rebio,�ai
➢ 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: Longitude: - °
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.l.b. ❑ 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)(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 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

2nd submission received 20240812
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(fl 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
'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 I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
0
100 feet c�
**Waters classified WS (except WS-1 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
O,
°J
**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
m 3
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 (g), 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 webnaae
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: ® 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 ® 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 -months 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

j 4, Ill / "L ` z State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 430 4 6 (to be completed by DWR)
Lnvironrn-,r;tai nuafity
All items must be completed or the application will be returned Received
I. APPLICANT INFORMATION: JUL 19 2024
1. Applicant's name: City of Asheboro (company, municipality, HOA, utility, etc.) Winston-Salem
2. Applicant type: ❑ Individual ElCorporation ElGeneral Partnership ElPriva4ff-b" k Utility
❑ Federal ❑ State/County ® Municipal ' ❑ Other
3. Signature authority's name: John N. Ogburn. III per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: 146 N. Church Street
City: Asheborol State: N6 Zip: 27203-
5. Applicant's contact information:
Phone number: 336) 626-1200 Email Address: [e-mail]
PROJECT INFORMATION:
1. Project name: Pineview Homes
2. Application/Project status: ® Ifroposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
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 ` , I/
4. Approximate Coordinates (Decimal Degrees): Latitude:35.772210 ° Longitude:-79.831680°-
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
II. CONSULTANT INFORMATION:
1. Professional Engineer: Hiram J. Marziano License Number: 7707
Firm: Hiram J. Marziano, P.E.
Mailing address: P. O. Box 278
W�
City: Asheboro State: NC ` Zip: 27204-0278
Phone number: [phone] Email Address: hmarziano(a triadbiz.rr.com
III. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Asheboro WWTP '� Permit Number: NC0026123
Owner Name: City of Asheboro
IV. RECEIVING DOWNSTREAM SEWER INFORMATION: n
1. Permit Number(s): WQ /
2. Downstream (Receiving) Sewer Information: inch CCC ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): City of Asheboro
FORM: FTA 06-21 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
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?
E NC Depart—,riVirt,t ��_
/lr11er�taj
El Yes ❑ No ® N/A
��,L i'it
Received Y
4. Origin of wastewater: (check all that apply):
JUL
S���
® Residential (Individually Owned) ❑ Retail (stores, centers, malls)
El Car Wa�
❑ Residential (Leased) ❑ Retail with food preparation/service
❑Hotel andlNteFs;(ern
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Swu -A06QVPd3�l?house
❑ Food and drink facilities ❑ Church
❑ Swimming Pool/Filte'r'Wackwash
❑ 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 .0114(f) ❑ Yes ❑ No
➢ If ves, 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 x,b
No. of Units
Flow
3 BR -Duplex Residences
120 gal/between
22
15,840 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
15,840 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public 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: 15,840 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):
FORM: FTA 06-21 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 2,423 PVC
NC Department of
Environmental Quality
Received
JUL 19 2024
Winston-Salem
Reg1cmrtOffice
➢ 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 & IIDC (Pump StationslForce 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: ° Longitude: -°
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
M )CPSFM Section 2.01C.LEE] 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)(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.
FORM: FTA 06-21 Page 3 of 5

➢ 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.
NC DePartr . ,t of
Environ�niental G.uality
Received
JUL 19 2024
Winston-Salem
Regional Office
FORM: FTA 06-21 Page 4 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
'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-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
o` D
**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
v
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 (2). see Section X.1 of this application
* 15A NCAC 02T.0305(Q) 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 webpage
rn
7�
0
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CD T3
C0 a)
CAD
r�s rD cy _3
�. ci
rw D
C:
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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.
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: ® 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
S. 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 coverage/authorization is require .
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Y ®Ped,
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be
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.).
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 -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 5 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/Altemative 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 project, the full technical review is required.
2. Professional Engineer's Certification:
I, Hiram J. Marziano, P.E. , attest that this application for Pineview Homes
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item H.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)
North Carolina Professional Engineer's seal, signature, and date: Irk�
Enb11� w�i SFA !
Fec_elved y •.• O
24
Vllinsron-Saierp 'Pit �� N`
>
Applicant's Certification per 15A NCAC 02T .0106(b): v/ a
I, John N. Oebum.III , attest that this application for Pineview Homes
(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 to of to exc9od $10,000 as well_a&pivil penalties up to $25,000 per violation.
Signature: r " Date: t
FORM: FTA 06-21 Page 6 of 5

NC Deoart,;ent of
Environrnenta) QualityState of North Carolina
Received
Department of Environmental Quality
Fl Jb 9 ZQ�4 Division of Water Resources
t{,�Yfof � i� sc>a;iff_c Winston-SaleFlow Tracking for Sewer Extension Applications
Regional Office (FTSE 10-23)
Entity Requesting Allocation: City of Asheboro
Project Name for which flow is being requested: Pineview Homes
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: City of Asheboro WWTP
b. WWTP Facility Permit #: NCO026123
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
9.0
0.824
3.73
0.016
4.570
50.8
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Approx.
Obligated,
Total
Pump
Pump
Average
Current
Not Yet
Current Flow
Station
Station
Firm
Daily Flow**
Avg. Daily
Tributary
Plus
(Name or
Permit
Capacity, *
(Firm / pfl,
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
18
WQ0018353
0.250
0.100
.009
0
.009
0.091
* 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):
Downstream Permit Number:
Pagel of 8
FTSE 10-23

III. Certification Statement:
NC Department nt of
Environmental Quality
Received
UL 19 2024
Winston-Salem
I John N. Ogburn, III certify to t&bi%t zT3M c�nowledge 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 res onsible party. Signature of this form certifies that the receiving collection system or treatment
works has a equate capacity to transport and treat the proposed new wastewater.
Signature
Title of Signing
J
Page 2 of 8
FTSE 10-23

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"t- uepartment o,
Environmental Quality
Received
JUL 1 y
Winston-Salem
07.8.2024
¢'T - Regional Office
To
NCQEQ-4VS Enclosed, please find the following items relative to a Fast Track Application for PINEVIEW
HOMES, in Asheboro. 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),
Terry Tucker: Michael
Rhoney, PE 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 App!. For Pineview
Homes, Randolph Co. 7- Street view map from Google Earth of the site location.
N.C.
Project Description/Narrative
This project proposes to ultimately construct twenty-two (22) duplex units for a total of 44 three
(3) bedroom units. The project site is in the corporate limits of the City of Asheboro.
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 but does lie in a protected watershed which will require BMP controls. 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 an existing 180 gpm WWLS located about 650' from the property (see the attached Aerial
Location Map). Currently, the only contribution flow to the WWLS is from the adjacent care
facility. The attached flow tracking form was prepared by the City Water Resources Director. All
wastewater generated from this project will be domestic.
If you need additional information, please advise. Thank you for your review.
Signed. -
Hiram i. Ma n , FE
---._. 'C
T el: 336-493-4450 PO box 2 f 3 HIRAM J.
Cell: 336-953-6186 Asheboro. N.C. 27204 hmarzianovtriadbiz.rr.com ARZIAM0