WQ0034907_Regional Office Historical File Pre 2018

NCDENR
Nortl Caro ina Department of Environment .and Natura
Di -vision of Water Quality
Beverly Eaves Perdue Coleen H, Sullins
Governor Director
Mr David Pressley
Grayson Housing, LLC
1180 Free Nancy Avenue
Statesville, NC 28677
Juty 29, 2010
esources
Dee Freeman
Secretary
Subject: Permit No. WQ00349 -7
Grayson Place
Wastewater Collection System
Catawba County, North Carolina
Dear Mr. Pressly,
In accordance with your complete application and additional information received on July 27,
2010, we are forwarding herewith. Permit No. W00034907 dated July 29, 2010, for the construction and
operation of the subject wastewater collection system 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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, This cover letter shall be considered a part of this permit and is therefore incorporated :therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permtttee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable: 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,.as applicable,
unless specifically mentioned herein., Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permitteels responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North. Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office
Location i 610 East Center Ave., Suite 361 Mooresville, NC 281'15
Phone: [phone] Fax [phone] Customer Service, 1-877-623-6748.
Internet: vvyvivv.ccwaterquaBity_glig
(Inc
orthCrrJinu
NatIO'iilly

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 for the construction and operation of approximately 225 linear feet of 8-inch gravity sewer and
the discharge of 20,1.60. gallons per day cf collecteddomestic wastewater into the existing sewerage
system in conformity with 15A NCAC 2T, the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable, and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and con.sigereg a part cf this permit.
The sewage and wastewater collected by this, system shall be treated in the City of Hickory
Wastewater Treatment Facility WWTP (NPDES No:NC2040:1) prior to being discharged into the
receiving stream,
Assessing subsequent impacts to the collection system conveying this tributary flow
and treatment facility is the complete responsibility of City of Hickory. Hickory must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the WQS00020 permit requirernents.
If any partsrequirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatcry hearing upon written request within. 30 days following receipt of this
permit This request must be in the four of a written petition: conforming to Chapter- 150E3 cf North
Carolina General Statutes, and filed with the Office of Administrative. Hearings, 6714 Mail Service
Center, Raleigh., NC 27699-6714: Unless such demands are made, this permit shall be final and
binding.
If you reed additional information concerning this h.-latter, please contact Ms. Dee Browder at
(704) 663-169.9,
Sincerely,
fOr („701.Cell 1 tSullins., Director
cc: Mooresville Regional Office Col ection System Permit Files
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subjectthe
following specified conditions and limitations:
1 This permit shall become voidable unless the wastewater collection, facilities are constructed in
accordance with the conditions of this permit, 15A NCAC 2T the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable, the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable, and other supporting materials unless specifically
mentioned herein.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,
The wastewater ollection facilities shall he properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T ,0403, If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403.
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and irnpleme.nted,
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week,
High -priority sewer lines shall be inspected at least once per every six-month period of time.
A general observation of the entire sewer system shall be conducted at least once per year,
Inspection and maintenance records shall be maintained for a period of at least three years,
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permt shafl not be transferabe. In the event there is a desire for the wastewater collection
.cilities to change ownership. CI there s a name change of the Permittee, a forma i permit request.
shall be submitted to the Dsion accompanied by documentation from. the parties involved, and
other supporting materials as may be appropriate, The approval cf this request shall be
considered on its merits and may or may rot be aborc.)ved.
5, Construction of the gravity sewers, pump stations and force mains shaft be scheduled so as not to
interrupt service by the existingutilities nor result in an overflow cr bypass discharge of 'wastewater
to the surface waters of the State,
6 Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form, A complete
certification is ore where the form is fully executed and the supporting documents are provided as
applicable.
7, A copy of the construction record drawings shall be maintained an file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained. in this permit, 15A NCAC 2T the
Division's Gravity Sewer Design Criteria. adopted February 12, 1096 as applicable: the. Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable, and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215,6C,
In the event that the wastewater collection 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 cf additional or replacement
facilities.
10 The issuance of this permit shall not exempt the Permittee from complying with any and 'ail
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B _0200. erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 28 .0200 and 15A NCAC 2H .0500.
11 Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quallty employee at the Moore ville
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 cr 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.
P. Any failure. of a pumping station or sewer line result ng in a bypass directly. to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Vice ry rl messages or faxed informson Is per issible but shah not be considered as the
Initial verbs l report. Over -tic s and spills occurring outs,de norrrr l business hours may also be
reported to the Division of Emergency Management at telephone number l 0 58rv0 8 r r
(1 ) 733-3300 Persons reporting any of the above occurrences shall file a spill report by
completng Part 1 of Form CS -SS (or the most current Division, approved form), within five days
owing first knowledge of the occurrence. Thts report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part l of Form -l(or the rrs
current Division approved form) can also be completed to show that the SSO as beyond
control.
Permit issued this the 29th day of duly2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT OMM SION
olcen H. Sullins, Direct
Division of Water Quality
y Authority of the Envsrehm
umber
4907
entl
nt Corn ion

Fast Track Engineering
Permit No, 'y^,i'0003490.7
July 29, 2010
OwnerWQCS
David Pressly
Grayson Housing LLC
1180 Free Nancy Avenue
Statesville, NC 23677
Certifica tion
Cwrie filWQ C &VINT P
Barry Webb, City Manager
City of Hickory
PC Box 398
Hickory, NC 2,8,60(3
PE
iatt Roper
LandDesign, Inc,
223 N Graham Street
CriarlL'itte NC 28202
Complete and submit this form to the permit issuing regional office with the following:
• One copy cf the project record drawings (plan & profile views of sewer lines) of the ',wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as pant cf this, project
• Changes to the project should be clearly identifte,d on the record drawings or in written summary form
Perrr
modifications are required for any chang_es resulting in non-COrnpIIance with this perm reaulat, Onsr
minimum design criteria,
This project shall not be considered complete nor allowed to operate until this Engineers Certification and all
required supporting documentation have bearreceived by the Driiision. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division,
ENGINEER'S CERTIFICATION
Partial 11 Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to ohs t periodically, E weekly, ri full time) the construction of Grayson Place, a Catawba County
pricieciit for the Permittee, hereby state that, to the best of my atitlities, due care and diligence was used in the
observation of the construction such that the construction was obs.erve.id to be built within substantial compliance of
this permit; 15A NCAC 2T; the Division cf Water Quality's rapirision) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track; Pern-sitting of Pump
Stations- and Force Mains adopted June 1, 2000 as applicable: and other supporting materials,
North Carolina Professional Engineer's
seal, signature, and date
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking ail partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension priori to completion of this
Engineer's Certification shall be considered a violation of the perrrit and shall subject the Permittee 10 appropriate
enforcement actions

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
OwnerlPermittee:
1a. _.a.. Grayson Housing, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
lb, David Pressly_
Signing Official Name and Title (Please review 15A NCAC 2T .0
Application Number:
(to be completed by DWQ)
06 (b) for authorized signing o
ciaisi
lc. The legal entity who will own this system is:
[] Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation L_i
ld. 1180 Free Nancy Aven
Mailing Address
1f. North Carolina
State
0
1h. 17641873-5269
Telephone
[phone]
Facsimile
2. Project (Facility) Information:
gas ._._.. Grayson Place
Brief Project Name (permit will refer to this name)
3. Contact Person:
a. per .- Matt G. Roper
Name and and Affiliation of Someone Who Can Answer
3b, [phone]
Phone Number
Statesville
City
her (specify):
28677
Zip Code
[e-mail]
Bellsouth.net
mail
2b. Catawba
County Where Project is Located
uetions About this Application
3c. [e-mail]
E-mail
1. Project is New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ❑ Public (skip to Item B(3))
2a. If private, applicant will be.
Z Private (go to Item 2(a))
2b, If sold, facilities owned by a (mus
❑ Retaining Ownership (Le. store, church, single office, etc.) or
® Leasing units (lots, townhomes, etc. - skip to item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. City of Hickory
Owner of Wastewater Treatment Facility (WWTF) Treatin
4a. Northeast WWTF
Name of WWTF
5a. Argyle Place Associates, LLC '5b, 8 LI Gravity
Owner of Downstream Sewer Receiving Sewer Size ❑ Force M
6. The origin of this wastewater is (check all that apply):
moose
❑ Public Utility (Instruction C)
❑ Homeowner Assoc:/Developer (Instruction D)
El Residential Subdivision
Apartments/Condominiums
Mobile Home Park
❑ School
❑ Restaurant
❑ Office
ater From This Project
4b. NC002040
WWTF Permit No.
ain
WQ©©18793
Permit # of Downstream Sewer (Instru
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
• Church
❑ Nursing Home
❑ Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
tion E)
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
20 n 160 gallons per day
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
• Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
11`Al2'07

z
Pump Station Location ID (self chosen - as shown on plans/map for reference)
2 Design Flow Power Reliability Option
Ce (MGD) Operational Point 1 1 permanent generator WATS; Force Main Size Force Main Length
0 GPM @TDH
2 - portable generator wfMTS
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T 0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7), Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
42 — 1 Bedroom Units at 240 GPD (120 GPD per bedroom with a minimum of 240 GPD per unit)
42 — 2 Bedroom Units at 240 GPD (120 GPD per bedroom)
(42 x 240 GPD) + (42 x 240 GPD) = 20,160 GPD
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
225
New Gravity or Additional
Force Main
New Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference
Design Flow
(MGD)
Operational Poin
GPM @TDH
Power Reliability Option
- permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
z
Pump Station Location D (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
- permanent generator MATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes El No If Yes, permit number of 2 treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
El Yes No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FIA12107

ave the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? [] Yes LI No 5i4 N/A
Sedimentation and Erosion Control Plan? Z Yes El No Li NIA
Stormwater? Yes [1] No LI N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T ,0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must, be checked once every six months_
Check if Yes: n and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Narne)
la,
I, _ David Pressly , attest that this application for Grayson Place 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. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215,68, any person who knowingly makes any false statement, representation, or certification in any
application shall ,be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
Pena/t(es$259f3jJer violation.
Signing Official Signatu
767
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
in TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T ,0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Matt G. Roper . attest that this application for Grayson Place has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
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 NC General Statutes 143-215.6A and 143-215.68, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 isdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Matt G. Roper
Professional Engineer Name
2b, LandDesign, Inc,
Engineering Firm
2c. 223 N. Graham Street
Mailing Address
2d, Charlotte
City
2e. NC 2f. 28202
State Zip
2g. [phone] 2h. [phone] 2i, [e-mail]
Telephone Facsimile E-mail
NC PE SeaL Signature & Date
FTA12/07

"tRANMITTAL
223 North Graham Street„ Charlotte, NC 26202
V 704,333 325 F: 704.332.3246
DATE: 7126/2010
PROJECT NAME: 1008351 ARGYLE PLACE ASSISTED LIVING
TO:
Dee Browder
North Carolina Department of Eoydenment Natu
Resources
610 East Center Ave. Suite 301
Mooresville, NC 28115
Dee. Crowder rscmail. nel
Rob Keidel
[e-mail]
1E ARE SENDING; Grayson PaceFast T
VIA: Second Day
PURPOSE For your approval
NOTES:
er Pe
t Appticahorl
PROJECT ::
Please find a last track sanitary sewer permit application package for prlvale
Hickory, NC.
It you have any duesttons or concerns, please feel free trs s
Thanks,
Rob Keidel El;
Manager
LandDes gn p Charlotte N
223 North Graham Street„ Charlotte, NC 28 02
V' 704,370 7777 F: 704.332 3246
Charlotte NC
contact u
ewe
o serve the Grayson Place prefect in
Washing DC Tampa FL Asheville NC Plnehurst NC Chart a NC Na
wrilie TN
g PRC
g
6/2010

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Ap aplicant Name
Grayson Housing, LLC
Professional Engineer Name
Matt Roper, PE
Location
ID
See Map
Name of Waterbody,
Tributary to Snow Creek
Project Name
Grayson Place
neerr
andDesign, Inc
River Waterbody Stream
Basin Index No.
Catawba 11-61
If unnamed, indicate "unnamed tributary to X", where Xis the named waterbody to which the unnamed tributary° joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief
PE Seal, Signature and Date
*** END OF FORM WSCAS-12107 ***
Waterbody
Classification
FORM: WSCAS-121`07
Page 1 of I

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Grayson Housing, 11.,LC
Project Name for which flow is being requested: Grayson Place
itiore than one FTSE-I 0/07 may be required for a single project d'the owner of the FVWTP is not esponsi,
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: Northeast Waste Water Treatment Plant
b. WWTP Facility Permit #: NC0020401
All flows are in MGD
c. WWTP facility's pemiitted flow 6 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.09648 MGD
e. WWTP facility's actual avg. flow 3.43 MGD
f. Total flow for this specific request 0.02016 MGD
g. Total actual and obligated flows to the facility .3.54664 MGD
h. Percent of permitted flow used 59.1
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name
Snow Creek Pump Station.
Approx. Capacity, MGD Approx. Current. Avg.
(Firm/Design) Daily Flow, MGD
3.072 MGD 0.520 MGD
111. Certification Statement:
1, Mick W. Berry. City Manager, certify that, to the best of my knowledge, 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. 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 11 for which 1 am the responsible party. Signature of this form indicates.
acceptan e of this elter flow.
eye' 7,14
Signing Official Sign Date

Public Utilities
January 9, 2009
TO WHOM IT MAY CONCERN
The City of Hickory does have adequate sewer capacity to serve the property located at PIN#
371419722351. The average flow will be 20,160 GPD and will be going to our Northeast Wastewater
Treatment Facility, NPDES # NC0020401.
Should additional information be needed, please advise.
Sincerely,
Kevin 8, Greer,, PE
Assistant Public Service Director
GREATER
HICKORY
METRO

Topographic Map
Grayson Place
Hickory. NC

prth caret its f er tar f State
Elaine ha
Secretary
North Carolina
EPARTM ENT
V ew Document Fit ings ( Sign Up for E.N tifications
tint apre-populated Annual Report Form Annual Report Count I Fsle en Annual
pcaratlora Names
Nam Na MO Type
NC t RAYSa rn t OuSri C tn8"Ti7CIATE8„ i LC LEGAL
dte ' Liability Company Ienfcrrnatis n'
rat.
Effective
Dissolution Date
Annut Report Due fete
Citizenship
State of Inc.:
Duration"
Registered Agent
Agent Marne:
Office Address:
Addressi
'pal Office
DOMESTIC
NC
PERPETUAL
t RESSL'r UAViD .. JR,
718O FREE NANCY AVE
STATESVILLE NC 28677
1180 FREE NAN Y AVE
STATESVILLE NC'2"867
Office Address:.
Mailing Address
t8 EL. NANCY
TATESSU LE NC 28+
t t8Q FREE NANCY AVE
STATESVILLE NC 286 t"?
t
...:et . l' r r ctr tic n of .a p 1P tet i tt60

Per rralt Number WQ0034907
nntraC FTEf S AP`"
Permit Tracking Slip
7129110
Program Category
Non -discharge
Permit Type
Gravnty Sewer Extension, Pump Stet le ns, Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Coastal SW Rule
Per Flow
20160
Facto y
Facility Name
Grayson Plane
Location Add es
Owner
Status
Active
Version
00
Project Type
New Project
Permit Classrflcatrsn
Individual
Per it Contact ftlli tian
Major/ linar Region
NE Mooresville
Owner Name
Grayson Houmg l l
County
Catawba
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
David Ls Pre sly Jr..
1180 Free Nancy Ave
Statesville
NC
Scheduled
Odg Issue App Received Draft Irt"tbsated Issuance Public Notice, tss se Effective
g7,s23 1 ? ,°27f1 1291 0 /2 a"10
Regulated Activities
Apartment comeiex
Condominium
le cti n
Outfal
aterbody Pause
,euetedIeceivd Events
Addition l information n reriuested
Additional information received
airs Index Number
2bb7/
Expiration
Current Class Subbas r

11111.1111.11111.1.11.1111111.Li
DAVID L PRESSLY JR
TAMMY V PRESSLY
PH 704-881-0817
632 DOGWOOD RD
STATESVILLE, NG 28677-3419
BRANCH DANHING AND TRUST COMPANY
1,800.,BAN8 BBI BEIT,corn
14QC5P
1:053 LO L1, 2 li:000 5 /957 28 29ii• I. L5714
m
nom
574
66,4121531
$ kOr