WQ0031444_Application (FTSE)_20220912

SIC Department of
Environmental Quality
Received
5'`_`P 12 2022
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Winston-Salem FTA 06-21 & SUPPORTING DOCUMENTATION
r'� "zca' 9fFiee
Application Number: ( aouO 1 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Burlington (company, municipality, FICA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: David Cheek per 15A NCAC 02T .0106(b)
Title: Interim City Manager
4. Applicant's mailing address: PO Box 1358 / 425 S. Lexington Avenue
City: Burlington State: NC Zip: 27216-1358
5. Applicant's contact information:
Phone number: 3( 36) 222-5022 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Wrigley Estates Subdivision
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0031444 and issued date: 3/15/2007,
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: Guilford
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.07597' Longitude:-79.58033'
5. Parcel ID (if applicable): 105629 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Troy S. King License Number: 35017
Firm: Alley, Williams, Carmen, & King, Inc.
Mailing address: PO Box 1179 / 740 Chapel Hill Road
City: Burlington State: NC Zip: 27216-1179
Phone number: [phone] Email Address: tking(a"awck.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: TZ Osborne W WTP Permit Number: NCO047384
Owner Name: City of Greensboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): W00022153-Modification
2. Downstream (Receiving) Sewer Information: 8 inch © Gravity
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
❑ Force Main
Owner Name(s): City of Burlington
FORM: FTA 06-21 Page 1 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: FICA) 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(i))
Daily Design Flow a,n
No. of Units
Flow
4 Bedroom Single Family Residential Unit
480 gal/day
88
42,240 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
Total
42,240 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 42240 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 4,825 VCP/DIP
➢ 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: Wrigley Estates PS
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.07531' Longitude:-79.57819°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0,302 million 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): 210 gallons per minute (GPM) at 75 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
2,310
DIP
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. Lb. ❑ 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) & M? ® Yes [:]No
t'iA NCAC 02T_0105tf9 contains minimum senarations that shall be nrovided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'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 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(f) or (g), see Section X.1 of this application
* t 5A 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 River ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.02009 ® 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 Pump 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 reauest will be issued
concurrently with the approval of the permit and proiects requiring a variance approval may be subject to longer
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 project, the full technical review is required.
2. Professional Engineer's Certification:
I, Troy S. King , attest that this application for Wrigley Estates Subdivision
(Professional Engineer's name from Application Item Ill.1.) (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 143-215.613, 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 $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
e$ Aro
17
IN
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, CW ID CAQ54 , attest that this application for Wrigley Estates Subdivision
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item It. 1)
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 ? 15.6B, 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 $10,00000 as/Jwell
'asscivil penalties up to $25,000 per violation.
Signature:` ` Date: 1 S yZ
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
- 7 � Department of Environment and Natural Resources
r �� Division of Water Resources
ra[va ao e nt sv ��'e®' rseo. «xsxces Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 04-16)
Enity Requesting Allocation City of Burlington
Project Name for which flow is being requested: Wrigley Estates Subdivision
More than one FTSE-10107 maybe 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 Burlington Collection System
b. WWTP Facility Permit #: WQCS00008
All flows are in GPD
c. WWTP facility's permitted flow Allocation from Greensboro
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
II. Complete this section for each pump station you are responsible for along the route of this
List pump stations located between the project connection point and the WWTP : None
(A)
(B)
(C)
(D)=(B+C)
Obligated,
Total
Design
Approx.
Not Yet
Current Flow
Firm Average Daily
Current Avg.
Tributary
Plus
Pump Station Capacity, * Flow**
Daily Flow,
Daily Flow,
Obligated
Name GPD (Firm/pf), GPD
GPD
GPD
Flow
None
900,000
164,688
341,622
42,240
548,550
61.0%
(E)=(A-D)
Available
Capacity***
* The Firm Capacity 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 pumpstation divided by a peaking
factor (pf) not less than 2.6.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity!; 0.
Downstream Facility Name (Sewer) : Brightwood Farms Phass 1A Outfall
Downstream Permit Number: WQ0022153
Page 1 of 2 FTSE 04-16

Certification Statement:
I, W. Todd Lambert, P.E. 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 asssessment 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
City Engineer
Title of Signing Official
Date
Page 2 of 2 FTSE 04-16

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Cite of Burlington
Project Name for which flow is being requested: Wri,-,les! Estates Subdivision
More than one FTSE may 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: T.Z. Osborne
b. WWTP Facility Permit #: NCO047384
All flows are in MGD
c. WWTP facility's permitted flow 56.0
d. Estimated obligated flow not yet tributary to the WWTP 1.1963
e. WWTP facility's actual avg. flow 34.7800
f. Total flow for this specific request 0.0422
g. Total actual and obligated flows to the facility 37.3963
h. Percent of permitted flow used 66.8%
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 / pf), Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD Flow, MGD MGD Flow
Capacity***
Rock 37034 4.32 2.0571 1.2571 0.4775 0.3225
�� dU
0.3225
StewartNAM 38555 10.224 4.9631 1.7961 0.3752 2.7918
2.7918
* 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): Cite of Greensboro T.Z. Osborne
Downstream Permit Number- NCO047384
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Wend • Messer 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.
0�
/01�2-&/2022
Signing Ofticiaoignature Date
Title of*nid'Official
Page 2 of 6
FTSE 10-18

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September 9, 2022
Mr. Lon Snider
{ 1
iamsq carmen
Engineering • Arckitectare
flying
and Sarrecing
N,o men al Quality
Envit� deceived
North Carolina Department of Environmental Quality SEP 1 2 V22
Division of Water Resources
450 West Hanes Mill Road, Suite 300 Njynston Sa(em
Winston-Salem, NC 27105 Reg)ona� O{ice
Subject: Fast Track Application for Gravity Sewers, Pump Stations & Force Mains
Wrigley Estates Subdivision
Modification to Permit WQ0031444
AWCK Project No. 19013A
Dear Mr. Lowe:
On behalf of Dewitt Carolinas, Inc, please find enclosed for your review and approval the following:
1. Original and one (1) copy of Fast Track Application with required certification.
2. Application Fee in the amount of $480.00.
3. Color USGS map showing project and surrounding areas (2 copies).
4. Street Level Map (2 copies).
5. Flow Tracking Form USE 04-16 (2 copies).
6. Existing Permit (2 copies)
neo
Dewitt Carolinas, Inc. is completing the development of the Wrigley Estates Subdivision in Whitsett, NC.
This project will involve the completion of utility construction that was started in 2007 under sewer
permit number WQ0031444. Work includes construction of 88 single family residential homes and
installation of 1,835± linear feet of 8" public gravity sewer. The homes are proposed to be 4-bedroom
homes with a total flow allocation of 42,240 GPD. Sewer from this project will tie into an existing City of
Burlington 8" sewer main and then flow to the TZ Osborne WWTP (NC0047384) owned and operated by
the City of Greensboro.
Should you have any questions or need any additional information, please feel free to contact me.
With Best Regards,
Alley, Williams, Carmen and King, Inc.
Troy S. King, P.E.
cc: Todd Lambert, City of Burlington
740 Chapel Hill Road (27215) • P.O. Box 1179 - Burlington, North Carolina 27216
Tel. - [phone] e Fax - [phone] o awck.com
F.',STABLISFIF.'U a 1060

a��e�� �1 iams9 carmen king, Inc.
OKF.'Itgiiteeriitg • Arrlrilectaare • Laurel Surveci11g
Permit Modification - Project Description:
This permit modification request is being made to address design changes to the existing permit number
WQ0031444 issued on 3/15/2007. The main design change is associated with an increase in the average
daily flow capacity of the pump station by increasing the pumping rate from 100 GPM to 210 GPM. This
design change was made to better reflect home sales in today's market by providing four -bedroom
homes, instead of the previously permitted three -bedroom units. There was also a request made by the
City of Burlington, to provide additional capacity to serve future development to the east of the project
site. Flow from the future development will be permitted separately at a later date. The current
permitted flow to the pump station will be 42,240 GPD, based on the proposed Wrigley Estates
Subdivision being constructed with 88 single family homes with 4 bedrooms each (480 GPD per home).
Due to the sizing increase of the pump station, the forcemain will also be increased from 4" (original
permit) to 6".
Minor changes to the existing permit include length of sanitary sewer gravity and length of forcemain.
The gravity sewer length increased from 4,636 LF on the original permit to 4,825 LF on this permit
modification. This length increase was a result of comments from the City of Burlington requiring the
developer to provide a connection point for future development on the east side of the project site. The
forcemain length increased from 2,235 LF on the original permit to 2,310 LF on this permit modification.
This length increase was a result of comments from the NCDOT requesting that the location of the road
crossing be modified.
We would also like to clarify that a majority of the existing sanitary sewer gravity system was installed in
2007. The existing utilities were constructed with minimum separations that met the minimum design
criteria at the time, though they do not meet current requirements. Construction plans for the
remaining work have been modified to comply with current utility separation requirements and will be
constructed in accordance with the minimum design requirements/utility separation requirements.
740 Chapel Hill Road (27215) • P.O. Box 1179 • Burlington, North Carolina 27216
Tel. - [phone] ^ Fax - [phone] • awck.com
ESTABLISHED o 1900