WQ0044621_Application (FTSE)_20230721

DWR
Division of Water Resources
Received 7-21-2023
Add info received 8-11-2023
kJo 60 IN-&,), l
leer a/c ► t-lq &:.tn )
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WQ0044621
(to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
l . Applicant's name: Weddington Place Apartments of Reidsville, 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: Thomas Holderby per 15A NCAC 02T .0106(b)
Title: Managing Member
4. Applicant's mailing address: 180 Lawndale Drive
City: Reidsville State: NC Zip: 27320-
5. Applicant's contact information:
Phone number: [phone] Email Address:
11. PROJECT INFORMATION:
1. Project name: Weddington Place Apartments of Reidsville
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
if a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in item G of the checklist.
if new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Rockingham
yam
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.325412' Longitude:-79.637210'
5. Parcel iD (if applicable): 891300273767 (or Parcel iD to closest downstream sewer)
iil. CONSULTANT INFORMATION:
1. Professional Engineer: Jeremy L. McCall License Number: 036233
Firm: Green Mountain Engineering, PLLC.
Mailing address: 1 A Wendy Ct
City: Greensboro State: NC Zip: 27409
Phone number: [phone] Email Address:
iV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Reidsville Wastewater Treatment Plant Permit Number: NCO024881
Owner Name: City of Reidsville
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer information: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Page] of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Residential (1-Bedroom)
240 gal/day
60
14,400GPD
Residential (2-Bedroom)
240 gal/day
132
31,680 GPD
Residential (3-Bedroom)
360 gal/day
24
8,640 GPD
Office
25 gal/person/day
1
25 GPD
Pool
10 gal/person/day
60
600 GPD
gal/
GPD
Total
55,345GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and L,L2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 48,145 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 2496 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(_f)&(g)? ❑ Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**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( 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 webpage
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: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pumo Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects reauirine a variance avoroval may be subject to loneer
review times. For projects reauirine two or more variances or where the variance is determined by the Division to be a
si¢nificant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, a(oyh l 1 tG (dt attest that this application for Weddinpton Place Apartments
(Professional ginger's name from Application Item 111.l.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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 Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
R zy%
V
-' SEAL
036`L 3
�i��3 .=
3. Applica/nt's Certification per I SA NCAC 02T .0106(b): FPF Y L tM k,"
I, AOvr�ec5 S, `fe �do�Yl ce Apartments
i ,attest that this application for Weddineton Place Apartments
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item Il.l )
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: �If /y" t ! Date: g — 3 — = .;
FORM: FTA 06-21 Page 5 of 5

THE CITY OF
Reidsvifle
NORTH CAROLINA
230 West Morehead Street •
August 9, 2023
Mr. Brian Tanis
Green Mountain Engineering, PLLC
1A Wendy Court
Greensboro NC 27409
Dear Mr. Tanis:
North Carolina 27320 • [phone] - Fax [phone]
Department of Community Development
RE: Weddington Place Apartments -
Water and Sewer Acceptance Letter
This letter serves to inform you the City of Reidsville agrees to serve the Weddington Place Apartments,
a project located on a parcel with PIN #891300273767 located within the City Limits of Reidsville, by
providing water to, and accepting sewage from, the above referenced project. This letter replaces the
previous 6/22/23 letter I mailed as you have provided a different water and sewer flow request rate.
You are now providing a projected water usage of 55,345 gpd and sewer discharge of 55,345 gpd. Note
the City system has adequate water supply and sewer capacity to serve these requested flows.
The sewer discharge location is on the north side of Barnes Street approximately 400' east of the
Rockingham Drive/Barnes Street intersection.
If you have any questions please feel free to contact me at [phone] or Mr. Josh Beck, PE, Director
of Public Works at [phone].
Sincerely,
Steve Moran, PE
City Engineer
SBM/sm
Cc via email: Mr. Brian Tanis, Green Mountain Engin — [e-mail]
Mr. Jeremy McCall, Green Mountain Engin — [e-mail]
Mr. Vince Townsend, Green Mountain Engin — vince2greenmountainengineers.com_
Ms. Summer Woodard, City Manager
Mr. Josh Beck, PE, Director of Public Works
"Live Simply, Think Big"

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting AIlocation: City of Reidsville
Project Name for which flow is being requested: Weddington Place Apartments
More llian one FTSE ►nay be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Reidsville Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0024881
All flows are in MGD
c. WWTP facility's permitted flow 7.50
d. Estimated obligated flow not yet tributary to the WWTP 1.030
e. WWTP facility's actual avg. flow 2.295
f Total flow for this specific request 0.055
g. Total actual and obligated flows to the facility 3.380
h. Percent of permitted flow used 45.07
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 1 pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Steve Moran, PE certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
9,,3 ( -7 ( z�
Date
Page 2 of 6
FTSE 10-18

r
r
n
v
CD
v
v
cQ
CD
CL
CD
3
sv
sv
cc
CD
c
c
sv
0
Z
C7
O
C.n
v
W
N
CD
0
o
3�
¢1
O
to
cn
o
o
z
C�
�
O
00
CD
O
CD
as
Cn
0
CD
CD�^
o
oo
p
*
�
D
a
V1
fp
t/1
N.
-t
Do
rr
T
PL
D
't
.+
>
70
o
0
c
0
D
�.
-�
000
N
�
-p'
o
3
CD
o
�W
M
T
3
a
w
�
N
_'
in
m
:
D
0
CD
a
o'
o
�
-h
0
*r
a
o
T
v
D
m
cn
o
m
�_
Lo
w3
3
r-'
r+
CD
0.
r"
�
a'
n
0
3
r
<
m
-n�
c
v
CD
o
a
*
M,=
v
-0
3
(D
a)
D
c
v
CDM
CD
(n
0
CD
3
�.
CD
CD
n
D
c
CD
o
n
�
00
v
D
W
Cn
n
CD
o
3
C
-�
v
Q-
C
-n
CD
N
(Q
o
y
3
O
CD
c
m
z
00
�
a
3
=
Q
CD
Q
v
>
23
Q
CD
o
o
CD
CD_
w
N
o
-�
CD
CCD
0
O
�_
CD
CD
o
•
c°n"
<
r
n
.o
3CDco
D
n
m
z
a
p
h
o
N
W
w
CD
�,
n
m3
o
CD
Z
0
su
0
W,
I

i
n
W
3
3
z
O
(p
O
O
=
O
� N
O
N
--4
N
C3�
Q
O
Q
CD
�
W
�
W
�
co
N
cn
m
m
m
o_
v
m
cn
m
zr
z

�(�/'�(� U.S. DEPARTMENT OF THE INTERIOR Ix. REIDSVILLE QUADRANGLE
JUJ U.S. GEOLOGICAL SURVEY in WRTx CANOLINA- ROCxINGHAM COUNTY
US Topo 7.5-MINUTE SERIES
u lrr, �xr. `IJ""E IA IS 16 I. IS 3O it 21 tl Is.ex w.'•�
36
le'
35, -
I}/ S
to .II2
- 2)
21
READWI I.N. _
ro >
21
17
1
3
y,t I.axn IJ la IS IM1 II IB 10 20 tl 33 st]"^-E Iy.s250 t.m
eE by tM1e cal Survey SCALE 1:24000 to+v.u. viuluu:-�'-�jy.
w
- r :.e.l :.v, a �•a`. :.in n aN :tee. .i
.. .. .... ,. ,�..o ....... .a ,,.y.- o< r d ., w:.�...w•�av�.�+:a�l�ror .�i�...,.a � ....
REIDSVILLE, NC i
�.nw ruu.:. 2023

ReidsviRe
POIVII�N
%C ""V71 � C& 011�
NC Department of
Environmental Quality
Received
Winston-Salem
230 West Morehead Street- Reidsville, North Carolina 27320 • (336) 349-1(frx5-if&C$c347-2355
June 22, 2023
Mr. Brian Tanis RE
Green Mountain Engineering, PLLC
1A Wendy Court
Greensboro NC 27409
Dear Mr. Tanis:
Department of Community Development
Weddington Place Apartments -
Water and Sewer Acceptance Letter
This letter serves to inform you the City of Reidsville agrees to serve the Weddington Place Apartments,
a project located on a parcel with PIN #891300273767 located within the City Limits of Reidsville, by
providing water to, and accepting sewage from, the above referenced project. You provided a projected
water usage of 48,145 gpd and sewer discharge of 48,145 gpd. Note the City system has adequate
water supply and sewer capacity to serve these requested flows.
The sewer discharge location is on the north side of Barnes Street approximately 400' east of the
Rockingham Drive/Barnes Street intersection.
If you have any questions please feel free to contact me at [phone] or Mr. Josh Beck, PE, Director
of Public Works at [phone].
Sincerely,
�� wr
Steve Moran, PE
City Engineer
SBM/sm
Cc via email: Mr. Brian Tanis, Green Mountain Engin — [e-mail]
Mr. Jeremy McCall, Green Mountain Engin —[e-mail]
Mr. Vince Townsend, Green Mountain Engin—[e-mail]
Ms. Summer Woodard, City Manager
Mr. Josh Beck, PE, Director of Public Works
Mr. Chris Phillips, Assistant City Manager, Director of Finance
"Live Simply, Think Big"

\ Green Mountain Engineering, PLLC
Civil Engineering Consultants
Land Surveyors
nt of
Environmental Quality
Transmittal Received
JUL 21 2023
To: Water Quality Section
- alem
Address: 450 W. Hanes Mill Rd, Suite300, Winston-Salem, NC 27105 Regional Office
From: Jeremy L. McCall, PE
Date: July 12, 2023
Re: Weddington Place Apartments of Reidsville
Messages
To Whom It May Concern,
Attached please find all of the following:
- 2 (two) hard copies of completed Form FTA 6-21
- 2 (two) hard copies of completed and executed FTSE form
- 1 (one) check in the amount of $480.00
- 2 (two) hard copies of the Secretary of State for proof of business
- 2 (two) hard copies of an 8.5" x I I" USGS Topographic Map
- 2 (two) hard copies of the subject property
Please let us know if you have any questions or require additional information. I can
be reached via email jeremykgreenmountainengineers.com or by phone [phone])
at your convenience.
We have changed addresses to IA Wendy Ct., Greensboro, NC 27409. Please update
your records.
Best Regards,
1
Jeremy L. McCall, PE
1A Wendy Court - Greensboro, NC 27409 - [phone]
Page 1 of 1