WQ0045906_311_&_313_Rockspring_Road_FTSSE_App_20241016

State of North Carolina
DER Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEMEXTENSION APPLICATION
Division of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
Application Number: Ni 6 D 1S9 D �? (to be eompleW by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: CALCORP DEVELOPMENT LLC (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: Richard Callictitt per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 5600 Friendship Ledford Rd
City: Winston Salem '
5. Applicant's contact information:
State: NC Zip: 27107-_
Phone number: (U6J 442-0873 Email Address: CALLIE9532nn YAHOO.COM
H. PROJECT INFORMATION:
1. Project name: 311 & 313 Rockspring Road
2. Application/Project status® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_and issued date: _,
❑ ARPA funded
For modifications, also attach adetailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: W000_
3. County where project is located: GUILFORDF-
i
4. Approximate Coordinates (Decimal Degrees): Latitude:35.974749' Longitude:-80.0230860
5. Parcel ID (if applicable): 188932. 188963(or Parcel ID to closest downstream sewer)
II i W4143046Iti If;1:a 8 Q1I11120101111130
i
1. Professional Engineer: Chuck Trubv License Number: NC 14984
i
Firm: CPT Engineering and Surveving. Inc
Mailing address: 4400 Typing Street
City: High Point State: NC' Zip: 27265=_
Phone number: 3( 36) 812-8800" Email Address: chucktncoeneineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Eastside Treatment Plant Permit Number: NCO024210
Owner Name: City of High Point '
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): WQ_
2. Downstream (Receiving) Sewer Information: 8 inch Y&G vtty ❑Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00016
Owner Name(s): City of High Point '
FORM: FTA 10-23 Page I of 5

VL 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 i
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑No ®N/A �
4. Origin of wastewater: (check all that apply)
®Residential(Individually Owned) ❑Retail (stores, centers, malls) ❑Car Wash
❑Residential (Leased) ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School / preschool / day care ❑Medical / dental / veterinary facilities ❑Swimming Pool/Clubhouse
❑Food and drink facilities []Church ❑Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑Nursing Home ❑Other (Explain in Attachment)
5. Nature of wastewater: 100% Domestic_% Commercial_ % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect?[] Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(t)? ❑ 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'•s
No. of Units
Flow
(12) 2 Bedroom Townhomes
75 gal/day/bedroom/
24
1,800 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GP
Total
1,800 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1 806 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
[]Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑Flow has already been allocated in Permit Number: Jssuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):_
FORM: FTA 10-23 Page 2 of 5

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305&MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8 !
168
SDR- 6
➢ Section H & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section HI 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
VUL PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305&MDC (Pump Stations/Force Mains):
PROVIDEA SEPARATE COPY OF THIS PAGEFOR 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.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliabilityin accordance with 15A NCAC 02T .0305(hl(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 facilityand may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per dayl5A 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 applicantand is compatible with thestation.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200&15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found inl5A NCAC 02T .0305(t) & M?
15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
i
® Yes []No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18inches
'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 H impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(fl or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl 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 webaage
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 213.0202
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.).
i
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 Be, 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

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
Ifno, 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 Offtce.Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to loneer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be
a significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
1 Charles P. Truby - _, attest that this application for 311 & 313 Rockspring Road
(Protessional Engmmr's name from Application Item 11I.1.) (emjoU Name tiom Application Item II.I )
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.l 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_ver ions, 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 143-215.6B, 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. 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 Engineerto referral to the licensing board.(21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: j �•••1. `H CA/?O'
.•
• O `V% 7 ti
y 9:
SEAL r
14J84
3. Applicant's Certification per15A NCAC 02T .0106(b): 10\151-1
I, _ Richard Callicutt attest that this application for 311 & 313 Rockspring Road
(Signatme Authority Name from Application Item 1.3.) (Project Name iiom Application Rem ILI)
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 complete -A and that if all required supporting information and attachments are not included, this
application package will be returyedjb me as incomplete.
NOTE — In accordance eral Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representatio or ' tcation ih any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to 10, well civil ti up to $25,000 per violation.
/ /,7
Signature: ✓ Date: o
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
FlOwTtacking for Seuer Extension Applications
(FTSE 10-23)
Edity Requesting Allocation: HV)PoniNC
Project Name for which flows being requested: 311 c& 313 Rocksprig Rd.
More than one ME may he requnedfor a single project if the onner of the WFVTP is not reVvyisible for all pump .rlahovr along the
roule oftheproposed waslewaterflow
L Complete dig section only ifyou are the owner oftlre wastewater treatment plant
a. W WIP Facility nine: Eastside W%TP '
b. W W'fP Facilely Pemrt #: NC0024210
All flows are in MGD
c. W WIP facilitys Pemitted flow
26
d. Btinated obligated flow not yet tnbutaryto the W WTP
4.4475
e. W WTP faciirtys actual averag: flow
14.92
f. Total flow for this specific request
0.0018
g Total actual and obligated flows to the facility
19.3693
h Percent ofpen itted flow used
74.5%
H. Corrplete this section for each purp station yuur are responsible for along the route of this proposed wastewater flow
List purrp station located between the project coraection point and the W WIP
(A)
(B)
(C)
(D)=(B+C)
(E(A-D)
Pu<np
Paop
Design
Appmx
Obligated
Total Current
Station
Station
Fam Average Daily
Curtent
Not Yet
FbwPhs
Available
(Nacre or
Pem$
Capacity, " Fbw**
Avg. Daily
Tributary
Obligated
Capacity"*
Nunber)
No.
MGD (Firnnv f)
Flow
DaelyFbw
Flow
MGD
MGD
MGD
MGD
MGD
$male
WQ0008572
30,0887 11.4R42�
8 3g01
2-5h4
M8941
11,5901
*The Firm Capacity of any punp station is defined as the maidmnn punnped fiowthat can be
achieved with the largest punnp taken out of service.
"Design Average Daily Flow is the from 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 Mhdmun Design Criteria.
*** A Pianndrhg Assessment AddendurnsW be attached for each pronp station located between the
project connection point and the W VFP where the Available Capacity is < 0.
DowmtreamFacildyName(Sewer): EastsideWWIP
Downstream Perini Nranber (Seuer): NCD024210
Page 1 of
FTSE 10-23

III. Certification Statement
1, derrick Bootiecertify to the best of rnry knowledge that the addition of the volnrne of
wastewater to be pemittedn this project has been evaluated along the route to flee receiving wastewater
treatrred facility and that the flow finm this project is not anticipated to cause any capacity related sanitary
sews overflows or overburden any dow streampiano station en route to the receiving treatment plant
under normal cvctatstarnes, given the inplernentation of the planned improvements identified in the
phnnirg assessment where applicable. This aalysis has been perfa n ed 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 plus all attached planning assessnent addendurns for which 1 am die
responsible party. Signature of this fbnn indicates acceptance of this wastewater flow.
Job
Tithe of Signing Official
J�LSLlTAti� P"6', SGCn�ctJ U �O✓
9/,Z`/Zy
Date
Page 2 of 8
FTSE 10-23

zu
Engineering & Surveying, Ine.
c i t
To: NCDE — Sewer Permit application
Winston-Salem Regional Office Operations Section
450 W. Hanes Mill Rd, Suite 300
Winston-Salem. NC 27105
We are sending you:
® Attached ❑ Under separate cover via:
LETTER OF TRANSMITTAL
Date: 10/15/2024
Job No: 1755-22
.attention: Regional Supervisor
Re: 311 & 313 Rocks rin Rd
Sewer Application
the following items:
❑ Plans ❑ Diskette(s) ® For Approval ❑ For Review ❑ Specifications
❑ Other: applications
Quantity
Dw g. No.
Description
Status
2
Sewer permit applications 1 original and 1 co
H
1
$600.00 check #1292
H
Status Code: A. Approved D. Rejected - See Remarks G Approved -As noted
B. Sign and Return E. For your information H. As Requested
C. Amend and Resubmit F. Refer to Remarks 1. Review and Comment
Remarks:
Attached is a permit application for a 12 unit town home site located on Rockspring Road in
High Point.
PLEASE LET ME KNOW IF YOU NEED ANYTHING FURTHER, OR HAVE ANY QUESTIONS.
tr:�a acrir�
[e-mail]
Tim Lauer
CPT Engineering and Surveying, Inc.
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www. cptengi neering. c om

Engineering & Surveying, Inc.
October 11, 2024
North Carolina Department of Environment and Natural Resources
Water Quality Section
450 West Hanes Mill Road, Suite 300
Winston-Salem, N.C. 27105
336-776-9800
Re: Fast -Track Application (FTA 10-23)
For: 311 & 313 Rockspring Road, Private Sewer System Extension
Guilford County, High Point, NC
On behalf Calcorp Development LLC , we are submitting herewith for your review and approval the following
documents relative to the above referenced project:
- (2) Fast -Tract Application packages
- (2) Flow Tracking / Acceptance form and letter
- (1) Check in the amount of $600.00
Specifications for this project will be per the City of High Point standards and specifications. We respectfully request
your review and approval of these items. If you have any questions or need any additional information, please give
me a call.
Thank you for your assistance with this matter.
Sincerely,
CPT Engineering and Surveying, Inc
Jun L'cu "
Tim Lauer
Enclosures
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cvtcruzmeerinjz.co

PUBLIC SERVICES
Derrick Boone
Assistant Public Services Director
September 26, 2024
NCDENR
Winston-Salem Regional Office
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Dear Sir or Madam:
C I T Y O F
high
point
Project: 311 & 313 Rockspring Road
Applicant: Calcorp Development LLC
This is to acknowledge that the City of High Pcint will accept for treatment in the
Eastside Wastewater Treatment Plant (Permit #NC0024210), wasterwater flow from the
above referenced project in the amount of 0.0018 MGD, which will be discharged to
facilities operated and maintained by the City of High Point.
If further information is needed, please let me know.
Sincerely,
Derrick Q Boone
Assistant Public Services Director
DQB/tab
211 South Hamilton St. High Point, NC 27260 '' 336.883.3111 " HighPointNC.gov

NARRATIVE
FOR
311 & 313 ROCKSPRING ROAD
PRIVATE SANITARY SEWER EXTENSION
GUILFORD COUNTY
CITY OF HIGH POINT, NORTH CAROLINA
September 5, 2024
OWNER/DEVELOPER:
Calcorp Development LLC
Contact: Richard Callicutt
5600 Friendship Ledford Road
Winston Salem, North Carolina 27107
[phone]
CPT Engineering and Surveying, Inc.
4400 Tyning Street High Point, NC 27265
Phone [phone] • Fax [phone]

311 & 313 Rockspring Road:
Private Sanitary Sewer Extension
PROJECT DESCRIPTION
The project is located on an approximately 0.749 acre tract in Guilford County, City of
High Point, NC. The purpose of the project is to construct a total of 12 (2 bedroom) town
homes for sale with associated paved parking lot including extension of existing water
and sewer service. The proposed water and sewer extensions will be privately owned and
maintained. The Proposed private sanitary sewer system will consist of 8" Gravity Sewer
serving 12 town home units. The allocation is based on a flow rate of 75 gallons per day
per bedroom for a total flow allocation of 1,800 GPD.
SITE DESCRIPTION
The site consists of 0.749 acres more or less, this site is vacant and located within the
core limits of The City of High Point.
ADJACENT PROPERTY
Land use in the vicinity is a mix of single residential, town homes and retail/commercial
uses. The site fronts along Rockspring Road north of W Lexington Ave and west of N
Main St.
SOILS INFORMATION
Per the Guilford County Soil Survey the soil in the project area is mapped as
MuB, Mecklenburg -Urban land complex, 2 to 10 percent slopes

SITE LOCATION
LAT. 35.974799°
LONG. -80,023121 °
EN6INEERIN6 AND SURVEYING, INC.
LAM DEALOPMENT G0N511LTINS
GORPORATE LIGEN5E NUMBER G-1515
4400 TYMN6 STREET
1416H POINT, NORTH CAROI.INA 2-1265
PHONE. [phone]WO FAX, ") 612-8T60
• t �
-� PROPOSED SANITARY SEVER
♦ 0 EXISTING SANITARY SEVER
811 4 515 ROGKSPRIN& ROAD
STREET MAP
HIGH POINT, NG
&GALE, 1'-500'
NI"Ty3-�

•, 41hkk
SURFACE WATER CLASSIFICATION
Stream Index: 12-119-7-1
Stream Name: Payne Creek
Description: From source to Rich Fork
Classification: C
Date of Class.: August 31, 1974
What does this Class. mean? View
River Basin: Yadkin Pee -Dee
REF: USGS QUAD MAPS SITE LOCATION
HIGH POINT WEST, NC LAT. 35.97479T
2022 LONG.-80.023121 °
EN&INEERIN& AND SURVEYIN(S, INC.
LANV DEvaOP4Wl' CON91lLT1Nfa
CORPORATE LICENSE NUMBER 6-13-I5
MOO TYNII SWEET
NI&H POINT NORTH CAROLINA 21265
pHOW. (M6) 612-8600 FAX, r$56) DI2-67E0
6_6 PROP05ED SANITARY SEVER
----0 EXI5TIN6 5ANITARY 5ENER
si 1 a 315 ROCKSPRIN& ROAD
QUDfMAIDAM
HI&H Y r
HIbH POINT, NG
65ALM, I"w200'