WQ0009940_Regional Office Historical File Pre 2018

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NUitkr#J,-*,,
Division of Water Resources
State of North Carolina
I)epartrnent of Environmental Quality
Division of Water Resources
15A NCAC 02T .O3O0-- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application N.unib.er:
oot)
tecomitieica v.
All items must be completed or the application will be returned
APPLICANT INFORMATION:
I. Applicant's name: Lincoln county 1 con1ptn municipality, 110A, utility, etc)
2. Applicant type: ,N Corporation 0 General Partnership 0 Privately -Owned Public Utility
El Federal 0 State/County Munic ipal n Other
3. Signature authority's mune: Doti Camblee
Title" .:Difecillr
4. Applicant's mailing address: J15.„'W Maio Si,
(. ity: .1„Anco4n, State: N2, Zip: 28092-
5. A.ppiicant's contact information:
Phone number: [phone] Email Address: delitinableeglinc,,,,„
II. PROJECT INE014,MATION:
per .15ANcAc: Q2,11,(t(X)14).‘
I, Project name: Rivercross Apartments- Offsite Roadway
2. Application/Project status: El Proposed (New Permit) Existing Pemii("Project
If a modification, provide the existing permit number: WQ000994,9 and issued data: !Oil 1/1994
If new construction but part of a master plan, provide the existing permit number: WOOD_
3. County where project is located: Lincolil
4. Approximate Coordinates (Decimal Deg,rees), l.atitude: 35,07997Longitude: -80.9954_3'
5, Parcel ID (if applicable): 460.350$.040,
(or Parcel ID to closest downstream sewer)
III. CONSUL FANT INFORMATION:
l,. Professional Engineer. RarryIftiv License N umber: ,33940
Firm: ,American 1":,:nginceringAssociates
Mailing 'address: C e ate r Drive; Suite 110
clIttlitlItSS"... Stale: NC Zip: 28226-
Phone number: (704) 37,5-2431l Earail Address: lifetyainerieari:ca,porn
IV, WASTEWATER TREATMENT FACILITY (WWT E) INFORMATION:
I. Facility Name:NAM:hi clvdw'Wjf Permit Number: NS."00722"
Owner Name: Lipcoirt "County
V. RECEIVING DOWNSTRE„AM SEWER INFORMATION (if different than WWII'):
I., Permit Number(s): 'WO0000941) Downstream (Receiving) Sewer Size: 14 inch
System Wiile Collection System .PerrojilsurnbgAsEjf appIicably 'WOCS00,14
Owner Name(s): Linoiri(loamy
FORM: FTA 04- I 6 Page 1 015

GENERAL REQUIREMENTS
1 If the, Applicant is a Privately° -Owned Public 1„tt`i[i
if the Applicant is a
If"the .applicant is a
sold, has a
Yes [.]No
of Public Convettiencc and Neces .„t been attached?
[JNo N/A
ttx , c's O a;i l tcett etat 0)R,N1 P.EV) been artached?
NIA
Owners" A saociatittn.has art �truttirar).
1 Yes No [1N/A
Al. ()rigim eafwastev a'ler (check: all that a
Residential Owned
R.eiderttial [.eased
School "" preschool / day car
Food and drink facilities
EA Businesses ./ offices / factories
Retail wit
1}ledical
("hurch
centers, mains)
sd. preparation/sex
/ veterinary "tact
Nature of wastewater 100 11/6 Domestic/Commercial Commercial
% Industrial (Sec 15,.,Nt:`C
}ls there a Pretreatment Pt°ocram in efleet?
6, } la, at flowv reduction been approved under 1, S \ NC, AU 021' ,O
ppfiruvtde a copy of 11a�u° reduction approval lekteq.
7. Summarize wastewater generated by' project:
st blishrtient"Type (see 027I17.011,41)),
a Set: , N ,M 02
awellitag, twrorao ed unknown. n. na
and reside
4i.
b Per 15 A N( \('° t?x l .11 1 14(c), design flow rates
determined tusirtg amai'ablle flow data, water using f1
Yes
ign Flow
galr"
gal/
gals
gal;'
gaal?
Wastewater generated by` prsrlcc:t: f? & P['D (per 1.5A N( (:` (721 .t) 14)
Do not include future tlovv`, tt° p vaaattsly permitted allocation,
If perrmitted Clow is zero, indicate `evlay:
[� Pump Station or (ray°ttv Scvvcr wlrt.re flc
Plow has already been allocated in f'et°mi
Rehabilitation or replacement ofe\istirn
1] Other E l plain'l
is access la.
Waterway to he used as vaca
No
1OA; been attached?
e Pool .a('"luf
ing Pool/Filter Backwash
"r No flow added
No
Fl©w
OPD
0PD
(PE)
Yrrtal GPD
ahlic use areas.
as defined
?s N(. ...t 1J11 shall be
'Ind other tmea sure d data,
vill he pert tted in subs cgttent l e.rrmits that connect to this line
FOR\l: ETA 04- l6
Page 2 of

VII. GRAVITY SEWER DESK;; CItl'l' $12IA (If Ap
1. Summarize kra sit ° .sewer to be permitted:
2T .0305
- Section II & 'S11 of the MDC for Perrtaittinf ofCrravAity° Sewers conta,in.s irtl tern ttic>;
Section III contains information related to tttinimttna slopes for gravity sewer(;
Oversizin lines to meet minimum slope requirement is not allowed and a vio
Sew
la.ted to design erriteria,
ion of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 022T" AJ 05 & MDC,' (Pump Stations/Force Mains):
COMPLETE FOR FACIi PUMP STATIONW INCLUDED INTITIS PROJECT
I. Pump station number or name:N/A
2. Approximate Coordinates (Decimal
3. Design Glow of the pump station:
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (` D
5. Summarize the force main to be permitted (for this Pump Sta.
Size (inches) Length (feet)
6. Power reliability in acc;.ordance %vitt
A Nc AC. yQ-,Tv.() Q5.0X }:
L Standby power source or pump with autornatic activation and telemetry _ 1 ,5A NCAC' o2°1` .o30501
Required for all pump staticata,s vvitlt art
Must be permanent to facility`
Or if the pump station has rota ver°aka:, r1<ail
Portable power source vwith manual ac
.03305(h)(1)(C)
or
I'e able pumping unit with phi
It: shall be demonsrrat:e
and is compatible with the
[Idle portable power source or pump is
capacities and the rotation schedule of"the portable power source or pump,
in the case r f a i uhiple station power ou
ge dail
ow: less than 1 5,(
s per day:
y pump) cornice
15A NCAC 02"1'
15A NCAC 02T .030 (h)(1)(C):
portable source is or,ned or contrracted by the applicant (draft agreeme
multiple pump stations
t evaluation a'
:lading travel
p stat
shall be provided
PORN 'PTA 04-16

IX. SETBACKS & SEPARATIONS e (02B .0200 & 15A NCAC 02T .0305(1)):
I, Does the project comply with all separations found in 15A NCAC 02T .0305(t) , gJ, No
I SA NCAC 02=[ 0305(0 contains min m n s&p ratio tl tt shall be pLovided for .s
Setback Par
d 'below
Iudin;
"a °ate r aiaa Mott )tal)
Re cltr6rt crl vvaicr itt e (yertt ai_ Jet tttied over ew er)r
Reclaimed water lines tlatarizc>ntet1 reclttirned over sew —
ched trenches)
`*Any private or public water supply source, uding an y' wv
,lass 11 impounded reservoirs used as a source rwf clranl ita wwr
*'w'w Caters c.l rssified W'S (except W'S_l or W'S-V), U. SA, ORW, 1~1QW, or Sti from normal
nit h wvater (eon tide elevatto 4 Land wetlands (see item IX 2)
*Any other stre<arn, lake, ira rpoundment, or ground vvater lowering and surface drainage
Any buildin fount
Any basement
)pslope of embankment or c
systems into s and interceptor drains
_.._
Any s it tming pools
Final earth grade (vertical)
a Re
24 inche
Meet
10 feet
iaaches.
SA NCAC 02T,©30.5(0 contains alternatives wvhere separations in 021 03010 cannot he achieved,.
**Stream classifications can he identified using the L)ivisioni's NC Surface Water Clas ifica'tions vsebpage
If noncompliance with 02T,0305(1) or (a). see Section ,X o'fthits application
c3
Does the project compl.' with separation requirements fir• wvetlands? (50 feet of separation) El Yes El No LJ NIA
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative_ design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
I:.)oes the project coat pl? sv°ith setbac
y I"his vv°cruld include "I"rout Buffe
ira tyre river basin rules, per 1'" NCAC, 02t3 0200?
errs pet° w) NCAC213 0,0202
rider a 404 Nation
Botts'?
Gnto.rrnation can be obtrrinec:f Iron) the 401,„„
Does prtajcct ccrntply°
Per lm5A NiCA(02T C)105.(c�) i). directly related env
been applied for, or have been ol.btained. Issuance of
sedimentation control plans, stormwater management plans,
6. Does this pit jcet inc.hide an sewer collection fir
Per 1SA_NCAC0' L04O2, .:high-prrtrrity sewer'
positioned parallel to strearnbanks that is subject
each line,
_Branch
per
permits or cert
issuance oIde1,ende
#eenred. "Ir igh-prioril:y°°'"
y toe al sewer, sewer contact)
hat undermines or deteriorates.
No El N/A
`Io
Yes [] No
No
bein ; prepared, laav°e
permits (etc ion atacl
iphon, or sewer
ion).
Nigh priority lines shall be inspected by the permittee or its representative at leaast orate a vent' six -months and inspections
documented per I5A NCAC 02T.0403(a S) or the perrniteers individual System- %%ide .iollecti+an permit.
1=CC) '1: PTA. 04-f6
Page 4 of 5

X. - CERT FTCATIONS:
Does the submitted system comply With l"
and Force Mains_£latest versiptt , aarad the tea
If No„ ctwrnplete and submit
review.Ain r'ovsat_rrftht_t'r
Prof ,ssion l t;ngineers C.°ertilicat.
: Sewer «1 i
EA Yes.
Minimum_Desian Criteria,f
tunes Dcstgn_Criterialtatcst, vel
LI No
of Pure
s crsa) as applica
tivc L)esiw:Tra Request application(VAt.)C' 1U-14)ancl.supportind documentsfor-
ior to subnaittal of the ast Tt ark A . lie ttirsn and supporting doeuntetx ,.
rom Applicat
has been reviewed h\ ire and is.. accurate, etsnrplete and consistent with
engineering calculations, and all other supporting documentation to the best of
of my knowledge the proposed design has bean prepared in accordance
(v'lininrurn [)esrpn Criteria fir Gravity Sc3vcrs (latest version), and the Minima.
of Punap Stations arad l cares Mains (latest version): Although either profession
submittal package,
have judged it to be consis tent vv°ith the proposed d
Nt) l"1 In accordance with 'General Statutes 14 a-215:6
statement, representation, or certification in an
late lode a tine not to exceed S 10,000, ;gas well as et v'il penalties up to S25,000 per
ackage shal
North Carolina Professional Engineer's seal, signature, a date:
Applicant's Ccrtrticttr
per 1 5A NCA( 02T .0106(b):
ted an
pplicati
NOTE . h
statement, representation„ or cc
nd that
anotrstanu to a aany errs
ediate enforcement ac
ed, th
5fiA and _1,w
rc kay e sha
rppliec'l i
v ledge. 1 forth
applicable rcgul
'ritt.t"iI
,rap
Ilea
dgc. I understand that if all requirtad parts of
ded, this
this non-
rndition
kage are not completed and that if
ill Irs` retarrracd to Inc as
G13, any person who knowingly makes s any
1' a Class tt isclerrterancar, via°ltiel
per vro
Date:
E'ORM. FrA 04-16

USGS Topographic Map
Portion of HICKS CROSSROADS QUADRANGLE — 7.5 Minute Series
Location on Manhole Relocation on NC-16

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 11, 1994
Richard L. French, County Manager
County of Lincoln
Citizens Center, 115 West Main Street
Lincolnton, North Carolina 28092
Subject Permit No, WQ0009
County of Lincoln
East Lincom County Water & Sewer District
Contract No. I
Sewer Extension
Lincoln County
Dear Mr. French:
In accordance with your application received August 30, 1994, we are forwarding herewith Permit
No. WQ0009940, dated October 11, 1994, to the County of Lincoln for the construction and operation of
the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Michael D. Allen at [phone].
Sincerely,
cc: Lincoln County Health Department
Mooresville Regional Office
J. N. Pease Associates
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 1 O% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO THE
County of Lincoln
Lincoln County
FOR THE
construction and operation of approximately 11,180 linear feet of 24-inch gravity sewer, approximately
6,540 linear feet of 18-inch gravity sewer, approximately 974 linear feet of 15-inch gravity sewer, and
approximately 860 linear feet of 8-inch gravity sewer to serve East Lincoln County Water & Sewer
District, Contract No. 1 and the discharge of 0 GPD (flow will be allocated in future wastewater collection
systems) of collected domestic and commercial wastewater into the County of Lincoln's existing sewerage
system, pursuant to the application received August 30, 1994, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural. Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the County of Lincoln's
Forney Creek Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permtttee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b . Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in Letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
13. The aerial crossings included as part of the subject project, shall be properly inspected and
maintained so as not to impede creek flow nor to cause damage to adjacent or upstream properties.
Permit issued this the eleventh day of October, 1994
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Prestod-ioward, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0009940
2

Permit No. WQ0009940
October 11, 1994
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
3

1, AMERICAN
■ Engineering
September 13, 2019
Ori Tuvia
Mooresville Regional Office
NCDEQ
610 East Center Avenue, Suite 301
Mooresville, NC 28115
704-663-6040
Subject: Rivercross Off -Site Roadway Revision Summary
On -Site Apartment Water/Sewer Plans
Modification to permit WQ0009940
Ori,
Please find below the list of items included with the application package and this
cover letter listed below. We are requesting to modify permit WQ0009940 for a
relocation on a manhole on the 24" sanitary sewer. This manhole needs to be
relocated outside of the proposed pavement per NCDOT request, The new
configuration will also have manhole in the proposed pavement; however, it wilt be
a shallow manhole relative to the manhole being replaced. We are will not be
adding any capacity to the system as a part of this relocation.
Items included with this application package and cover letter:
• Original and one copy of application (FORM FTA 0-16)
• Original and one copy of site map and street level aerial
• 2 copies of the existing permit
• 2 copies of letter of Rivercross Off -Site Roadway Revision Summary
On -Site Apartment Water/Sewer Plans sent via email on 8/28/19
The application fee in the amount of $480.00 will be submitted under a different
cover letter the week of 9/16/19. The updated plans were sent via email on
8/?8/19.
Please contact me if you have any questions/concerns.
Regards,
Benjamin C. Pickering II
American Engineering Associates - Southeast, PA
American .Engineering Associates — Southeast, PA • South Carolit o Engineering License 4729
8008 Corporate Center Drive, Suite 110, Charlotte, NC28226 • 704-3'75-2438 • www.American-EAcorn

Ai AMERICAN
Engineering
August 28, 2019
Ori Tuvia
Mooresville Regional Office
NCDEQ
610 East Center Avenue, Suite 301
Mooresville, NC 28115
704-663-6040
Subject: Rivercross Off -Site Roadway Revision Summary
On -Site Apartment Water/Sewer Plans
Ori,
Please find below the list of design and plan changes pertaining to the partial
redesign of the Rivercross Off -Site Roadway plans. These revisions reflect the
updated layout requested by the developer.
Cover Sheet
1. Added locations of water and sewer relocations and revision block,
2. Add roadway water and sewer relocations sheets to index Sheet 7 - Sheet
10.
3. Added revision block.
4. Updated location of off -site apartment waterin connection at Triangle
Circle for relocated watermain.
Sewer Plan and Profile Sheets:.
5. Sheet #2 updated proposed apartment off -site connection to relocated 12"
watermain on Triangle Circle.
6, Sheet #7 Triangle Circle 12" waterline relocation..
7. Sheet #8 Optimist Club Road 8" and 12" waterline relocation.
8. Sheet #9 vertical relocation of approximately 30 LF of 8" FM to avoid
24" RCP storm water pipe.
American En_gineering Associates — Southeast, PA • South Carolina Engineering License 4729
8008 Corporate Center Drive, Suite 110, Charlotte, NC 28226 * 704-375 -2438 • wwu °American-EA..com

Rivercross off -Site Roadway
Revisions to Water/Sewer Plans
August 28, 2019
Page 2
9. Sheet #10 relocation of approximately 32 LF of 24" SSWR removing
deep manhole in NCDOT roadway. 24" SSWR is a modification of the
existing
10.Sheet #10 relocation of existing 3" and 6" force main to relocated
top end SSWR manhole.
Please contact me if you have any questions/concerns.
Regards,
Benjamin C. Pickering II
American Engineering Associates - Southeast, PA
American Engineering Associates s. Southeast, PA • South Carolina Engineering License 4729
8008 Corporate Center Drive, Suite 110, Charlotte, NC 28226 • 704-37.5-2438 • wwww.Americon-EAxco,n