WQ0040890_Regional Office Historical File Pre 2018

Division of Water Resources
State of Nortlr Carolina
l:)r a r%ttret)I cri Environmental Quality
Division of Water Rcsaurces
1SA NCACO2"T.0300--I FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 St SUPPORTING DOCUMENTATION
A
APP, CANT INFORMATION:
Applicant's name: Cit .'Con(
?.. Applicant type: [] Individual
E' Federal
bec ?n)nl ted ot° )he anplicatiion
Corporation
❑ State/County
pang, municipality, IIOA, ttti lity, etc.)
Central Partnership 0 Privately -Owned Public Utility
3. Signature authority's name: Itl [lw
Title: city Mapage�
4, Applicant's mailing address: P.O, BQx 549
City' Conover States NC Zip: 28613-
5. Applicant's contact information:
Phone number. (828) 464-1 1.91 Email Addre s, donald.dttd ttc�tttttat Dative rn
ed
Municipal
Per ,i 5 ..."44.S: ...�_' tlfYL
El Other
II. PROJECT INFORMATION:
1 Project name: Abbott'` ()reen I Public S��vcr)
2. Application/Pr©jcct status: Proposed (New Permit) El Existing Permit/Project
if a modification, provide the existing permit number: WQOQ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQQO
3. County where project is located: Catawba
4. Approximate Coordinates (Decimal Degrees) latitude: 35.718'Longitude:-81.195
5e Parcel ID (if applicable): 37421684561)l/67561
(or Parcel ID to closest downstream sewer)
III, CONSULTANT INFORMATION:
1_ Professional Engineer: Anus Baydnger License Number 34628
Firm: Stewart, inc
Mailing address: .101 N. Tryon Strt
City: Charlotte State: NC Zip: 28202-
Phone number: (704) 1-792.5 Email Address: ibaysing(s tvarttrpc.ccam
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: NEWWT1 Permit Number: NC0024252
Owner Name: City of Conover
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if dlfferetrt titan WWTF):
I: Permit Number(s): WQ
Owner Name(s):
Downstreatn (Receiving) Sewer Size: — inch
rn Permit iNumti WQCS
FORM: FTA 04-16
Page 1 of 5

" VI, GENERAL REQUIREMENTS
1. lf the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenierice and 'Necessity been attached?
El Yes 0No N/A
2. lithe Applicant i.s a Developer elicits to be s has a Developer's QperritioitalAgsectneMIFORM,M,11j been attached?
0 Yes 0No N/A
3. if the Applicant is a Hpmialirely ) ters'l_Avsociapon, has. an Operational jigileuvritIFORN1.1[Q. been attached?
0 Yes 0No NA
4, Origin of wastewater: (check ail that apply),
EJ Residential Owned 0 Retail (stores, centers, malls)
Residential Leased 0 Retail with food preparation/service
0 School / preschool / day care 0 Medical / dental / veterinary facilities
0 Food and drink facilities 0 Church
0 Businesses / offices / .factories 0, Nursing Home,
Car Wash
fl Hotel andlor Motels
0, Swimming Pool/Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
5, Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (S thit N( AC 024LiIJ9I0
Is there a Pretreatment Program in effect? 0 Yes 0 No
6. Has a flow reduction been approved under A NCAC 021 .0114tIV D Yes No
D If ves. provide a cOnV of flow reduction approval letter
, Summarize wastewater generated by project
stablishment Type ee Inn
2 BR Rental Apartments
14 fl)
Daily Design Flow a '1)
No. of Unit Flow
240 gal/day 259 62,160 GPD
3 BR Rental Apartments
360 1/day
gal/
gal/
gal'
gal/
64 23,040 GPD
GPD
GPD
GPD
GPD
Total 85,200 GPD
a See 151 NCAC !j JJHlt and t 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 t.
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table )11 NCAC 01141lt-11 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: $12 t GPD (per 151 NC/UX-E1 0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit Number: W00040590
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: FTA 04-16
Page 2 of 5

. GRAVITY SEWER DESIGN' 'CRITERIA (If Applicable) - o21 „Do. YfirOtwoin:
Summarize gravity sewer to be permitted:
> Section II & Ill 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — .,030$ & MDC (Pump Stoteuslorct gigs):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I Pump station number or name: Not Applicable
2, Approximate Coordinates (Decimal Degrees). Latitude: , Longitude: -
3, Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T,030,5thx
0 Standby power source or pump with automatic activation and telemetry - I 5A NCAC 02T .0305(h)( I )(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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
0 Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
0 Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(l)(C):
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
> If the portable 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
in the case of a multiple station power outage.
FORM: FTA 04-16
Page 3 of 5

IX. SETBACKS & SEPARA4`1t;)NS (02B ,02i)t) & 15A NCAC 02T .0305(0)o
I. Does the project comply with all separations found in 1 _',' Nf 1;C ti 8, 413t} Sttl.s" . S.gi
minimum separations that shall be firo
Setback Par_r
5A NCAC 02T,0.1051
d other
(vertical -water ov
horizontal)
reed water lines (veict
fisted
includin
F1c l aimcal utter lines thorizontal reclaimedrsv
d tren
e
**Anyprivate or public water supply source, including any wells, WS-1 waters of Class I or
Class Il itn ounded reservcai rs used as a source of drinking_ water
Iassified WS (except WS-i or WS-V), S, SA, ORW, 1-1QW, or S13 from normal
or tide elevation and: wetlands (see item IX,2)
*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
An Ira
ent
nk or cuts c
lrainnte s stems and i
An s'wsrctraain troi
rceptor drt
Final eartade (vertical)
t sir "r. tt"r`t` ttrtst�, orttains alternatives where separations in Ury1.0305(
A * Stream classifications can be identified using the Division's NC Sttt c !
A If noncompliance with fr 1',Q30510 orlgt, see Section X of this applica
epat
ZYes
eyuired
24 inches
18 inches
0 feet
Inc
5©, feet
10 feet
5 feet
36 inches
achieved,
urn welapag4
Does the project comply with separation requirements for wetlands? (50 feet of separation) 1I4 Yes 0 No 0 NIA
A See the Division's draft separation requirements for situations where separation cannot be meet
A No variance is required if the alternative design criteria specified is utilized in design and construction
A As built documents should reference the location of areas effected
Does the project comply with setbacks found in the river basin rules per IIt
A This would', include Trout Buffered Streams per 15A_NCAC 2E3,0 02
4, Does the projectrequire coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
A Information can be obtained from the 401 r5t Butt
f3
h
Yes El No ©N/A
Q Yes
5. Does project comply with 15,A NCACial.019,5'e:k6) (additional perrnitsic ertificatiansy Ves 0 No
Per 15A NCAC ti ;LQ, 5 %Mit, directly related environmental permits or certification applications are 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, storrnwater management plans, etc,).
6, Does this project include any sewer collection lines that are deemed "high -priority?"
Per (5A NCAC 021'.040r, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streatnbanks that is subject to erosion that undermines or deteriorates the sewer.
© Yes 0 No N/A
A If yes, irtelude 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 permitee's individual System -Wide Collection permit.
FTA 04-16
Page 4 of 5

X� CEWIIFICATlf3NS:
, he submitted system comply with
witssl l twc h(,rt,t ° ,.t1 tt0i )...ersslu j and the Beira,)wit
p
Yes ®No
If No, complete and submit the Variance&Alternative Design Request application (VADC 1 ti 14) and supporting documents for
review, .Mppruv al of the requ s r ued prior tu submittal or the Fast TrukAutlis at on and suppn!t'itri dncutttettts
ProfessionalEngineer's Certification;
roloti,S if 4iirr
(Professional pttstsncylt`�j s ntsint orn Application Item 11I,1.)
application for
has been reviewed by me and is accurate, complete and consistent nnation supplied in tplans„ specifcations.
engineering calculations, and all other supporting documentation to the best of nay knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with theapplicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this
submittal, package, inclusion of these materials wider 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 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,
North Carolina Professional Engineer's seal, signature, and date;
Applicant's Certification per I5A NEAC132,T .0106(b):
Signature A
y�
acne true
7
GIN
BAYI
ifkhl
attest that this application for
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, 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the Band will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated, 1 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 ll B, 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.
Date:
FORM: FTA 04-16
Page 5 of 5

Geospatial
Catawba count' Information services Real Estate Search
N
Parcel: 374216845601, 1005 ROCK BARN RD NE CONOVER, 28613
Owners: ABBOTTS GREEN APARTMENTS LLC,
Owner Address: 175 DAVIDSON HWY
Values - Building(s): $0, Land: $231,500, Total: $231,500
1 in;600ft
Thus map/report product was prepared from the Catawba County, NC Geospatial Information Services. Catawba County has made substantial efforts
to ensure the accuracy of location and labeling information contained on this map or data on this report. Catawba County promotes and recommends
the independent verification of any data contained on this map/report product by the user. The County of Catawba, its employees, agents, and
personnel. disclaim, and shall not be held liable for any and ail damages, loss or liability, whether direct, indirect or consequential which arises or may
arise from this map/report product or the use thereof by any person or entity.
Copyright 2014 Catawba County NC
01 / 16/2©19

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tOWision ,st Walser Rloomm es.
C ENE DIN e (;) RICAN
t\.,I
WOqt.)s
MOORESVii.„1„„E REGIONAL OFFICE
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications.
(FTSE 1048)
Entity Requesting Allocation: City of Conover
Project Name for which flow is being requested: Abbott's Green -Public Sewer
More than one FTSE may he requiredfor a single project if the owner of the WWTP is not responsible,for all pump
stations along the route of the proposed s'astewa1erflo w.
Complete this section only if you are the owner ofthe wastewater treatment plant.
a. WWTP Facility Name: City of Conover Northeast Wastewater Treatment Plant
b. WWTP Facility Permit 4: NC0024252
Ali flaws are in MGD
c. WWTP facility's permitted flow 1.5
d. Estimated obligated flow not yet tributary to the WW .237972
e. WWTP facility's actual avg. flow 0.815
1. Total flow for this specific request 0
g. Total actual and obligated flows, to the facility 1.052972
h. Percent of pemtitted flow used 70.20
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 Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pi). Ayti, Daily Daily Flow, Obligated Available
Number) No., MGD MGD Flow, MGD MGD Flow Capacity***
N/A
* The Firm Capacity (design flow) of any pump station is de -fined as the maximum pumped Ilo
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 WWII' where the .Available Capacity is < 9.
Downstream Facility Name (Sewer): N/A
Downstream Permit Number: N/A
'Page 1 of 6
FTSE 10-18

Certification tatern
Brian Bradshaw y€ to the best of my .nog ~ledge that the addition
volume of wastewater to be pe ritted in this project has been evaluated along the route to the recei\•ing
water treatment facility and that the flo frcanr this project is not anticipated to cause and capaL
'id sanitary sewer overflows or overburden and downstream pump station en route to the reedy) CI
ent plant under normal circumstances, a en 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 mailable data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendunas for hiclt l
am the responsible party. Signature c tthis form certifies that the receiving collection system of treatment
Forks has adequate caplet tc transpo t cl treat the proposed new waster ater.
wing f Dartr.

STEWART
May 20, 2019
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Abbotts Green Townhomes
Fast Track Application FTA 10-14
To whom it may concern;
Enclosed please find the Fast Track. Application for the referenced project.
The project includes the construction of an extension to the City of Conover`s public
sanitary sewer system to serve the referenced project. The wastewater flows
generated by this project have already been allocated in Permit Number WQ0040590.
This package includes two (2) copies of the folio
g;
• Check #1156 in the amount of $480.00
• Application and Checklist (FTA 04-16)
• Street level map (by Google, 2015)
• USGS Quad map (by Google Earth)
• City of Conover Flow Tracking/Acceptance for Sewer Extension (FTSE 10-18)
• Permit WQ0040590 (1/31/2019)
Please contact me with any comments or questions at [phone].
Sincerely,
Jamey Baysinger
Project Manager
Enclosures (listed above)
CC: Joe lvlulllns, DDC
101 NORTH TRYON ST,
SUITE 1400
CHARLOTTE„ NC T 704.334.7925
79202 F 704.334.7926