WQ0043247_Application (FTSE)_20220301

GREY
ENGINEERING, INC.
Winston Salem Regional Office
Water Quality Section
450 Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
2/28/22
Re: Bermuda Run Juniper Pump Station and WWTP Demolition
The Town of Bermuda Run proposes to decommission its wastewater treatment plant
(NC0055158) and discharge its wastewater to Davie County's newly constructed
Eastern Davie Pump station (WQ0039884) for ultimate discharge to the CCUC Muddy
Creek Interceptor and treatment at the Muddy Creek Wastewater Treatment plant (NC
0050342).
Bermuda Run's current treatment facility is permitted for 0.193 MGD. It operated at an
average annual flow of 0.151 MGD during the period October of '20 through September
of '21.
The renovated pump station will have a firm capacity of approximately 0.936 MGD to
allow for system expansion and I&l. Its nominal capacity will be 0.250 MGD with a
peaking factor of approximately 3.75. The pumps will be equipped with variable
frequency drives and the station will support chemical addition for grease and odor
control. The Juniper station will discharge directly into the Eastern Davie station without
intervening sewers.
Enclosed please find one original and one copy of the following:
1. A $480.00 check to NCDEQ — Water Quality for permit fees.
2. Executed form FTA 04-16 and supporting documentation.
3. Executed form FTSE 10-18 for intermediate sewers in Davie County.
4. Winston/Forsyth Flow Acceptance Letter
5. Executed form FTSE 10-18 for treatment at the Muddy Creek WWTP.
6. 8.5X11" USGS topo map of project area,
7. 8.5X11" aerial photomap of the project area.
8. Erosion and Sediment Control Plan Approval Certificate
Thank you,
Grey Engineering, Inc.
John Grey, PE
President
Cc: Lee Rollins
a;_,• irty
po
@
MAR 01 2022
Winston-Salem
Regional Office
P.O. Box 9 • Mocksville, NC 27028 • Phone: [phone] • Fax: [phone] • www.greyenglneering.com

Division of Water Resources
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: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Bermuda Run (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation 0 General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Lee Rollins per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 120 Kinderton Blvd
City: Bermuda Run State: NC Zip: 27006
5. Applicant's contact information:
Phone number: (336) 2-0906 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Juniper Pump Station Renovation and WWTP Demolition
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: W000_
3. County where project is located: Davie
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.9950067N°Longitude: 80.4229349W°
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John Grey License Number: 015407
Firm: Grey Engineering. Inc
Mailing address: P.O Box 9
City: Mocksville State: NC Zip: 27028
Phone number: [phone] Email Address: igrevnu grrvengineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Muddy Creek Permit Number: NC0050342
Owner Name: Citv County Unities Commission
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): W00039884
2. Downstream (Receiving) Sewer Information: _ inch 0 Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Davie County
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: 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) 0 Retail (stores, centers, malls)
0 Residential (Leased) 0 Retail with food preparation/service
School / preschool / day care 0 Medical / dental / veterinary facilities
Food and drink facilities 0 Church
Businesses / offices / factories 0 Nursing Home
0 Car Wash
0 Hotel and/or Motels
0 Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
5. Nature of wastewater : 95 % Domestic 5 % Commercial _ % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? 0 Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes 0 No
Si. If yes, provide a conv of flow reduction approval letter with this application
7. Sununarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a.b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater des gn 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: 152,000 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.
0 Flow has already been allocated in Permit Number: Issuance Date:
0 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
➢ 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 Mainsl:
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Juniper Pump Station
2, Approximate Coordinates (Decimal Degrees): Latitude: 35.9950067N° Longitude:-80,4229349W °
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.936 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): 650 gallons per minute (GPM) at 63 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
3,365
C900 PVC
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.1.b. ❑ Grinder Pump 0 Mechanical Bar Screen 0 Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or 0 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 I5A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
O 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

DC. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Yes ❑No
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
*15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f) 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 0 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? / 3 Yes 0 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: Yadkin ❑ 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 I5A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
0 Yes ® No
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ►Zl Yes 0 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 request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subiect to longer
review times. For Projects requiring two or more variances or where the variance is determined by the Division to be
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, John C. Grey. Jr. attest that this application for the Juniper Pump Station Renovation and WWTP Demolition.
(Professional Engineer's name from Application Item II1.1.) (Project Name from Application Item IL 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: dot
``2oPQo gAOs ..
is e% 17.
3. Applicants Certification per 15A NCAC 02T .0106(b):
2 1 2
I, Lee Rollins. , attest that this application for the Juniper Pump Station and WWTP Demolition
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item I1.1)
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 143-215.6B 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:
Date: 2/0/20422-
FORM: FTA 06-21 Page 5 of 5

Divi5Ion or Water Resource,'
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Bermuda Run
Project Name for which flow is being requested: Juniper Pump Station Renovatioin
More than one FTSE 'nay be required for a shtgle project if the owner of the WWTP is not responsible for ell pump
stations along the route of the proposed tvastetvater jlorv.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
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
Alt flows are in MGD
0.250
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
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Finn Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Finn / pO, Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Eastern r, WQ0039884 5.33 2.0 0.33 0 0.33 1.67
* 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): Eastern Davie PS
Downstream Permit Number: WQ0039884
Page 1 of 6
FTSE 10-18

Laic
III. Certification Statement:
I Johnny Lambert 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 1 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.
$2tpJj&Signa,ure Date
Otreaor o' 2J1'J\c_ t�� ;
v 4-',.ts
Title of Signing Ofcicr
Page 2 of 6
.2-2s -tau
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Davie County
Project Name for which flow is being requested: 12576 Juniper Pump Station Renovation
More than one FTSE may be required for a single project if the owner alike 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: MUDDY CREEK
b. WWTP Facility Permit #: NC0050342
All flows are in MGD
c. WWTP facility's permitted flow 21.000000
d. Estimated obligated flow not yet tributary to the WWTP 2.934654
e. WWTP facility's actual avg. flow 16.690000
f. Total flow for this specific request 0.250000
g. Total actual and obligated flows to the facility 19.874654
h. Percent of permitted flow used 94.6
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) (DHB'q (EMA-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Finn Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pt), Avg. Daily Daily Flow, Obligated Available
Number) No, MGD MGD Flow, MGD MGD Flow Capacity***
Idols Rd 5.90000 2.360000 0.357068 0.258927 0.615995 1.744005
* 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): Muddy Creek
Downstream Permit Number: WQCS00003
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Courtney Driver, 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 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.
rY fu 4ts—y
Signing Official Signature
Capital Protects Engineer
Title of Signing Official
Page 2 of 6
2/18/22
Date
FTSE 10-18

Winston-Salem / Forsyth County
Utilities
Water • Wastewater • Solid Waste
Administration, P.O. Box 2511, Winston-Salem, NC 27102
0: 336-727-8000, F: 336-727-8432, wsftutllities.org
February 16, 2022
Mr. Johnny Lambert
298 E. Depot St.
Suite 200
Mocksville, NC 27028
In Re: Juniper Pump Station Renovation Flow Acceptance
Dear Mr. Lambert:
This letter is to confirm that the City/County Utility Commission will accept the sewerage from Juniper
Pump Station Renovation.
We are currently treating 317,939 gallons per day. Our contract with Davie County has a maximum
discharge of 5,000,000 gallons per day; therefore, we should encounter no problems in treating an
additional 250,000 gallons per day. This sewerage will be treated at our Muddy Creek Wastewater
Treatment Plant (NC0050342). The wastewater collection system serving this area is properly sized and
maintained for this service.
If you have any questions concerning this subject, please. give me a call at [phone].
Sincerely,
UTILITIES ADMINISTRATION
Todd Lewis
Senior Civil Engineer
Winston-Salem/Forsyth County Utilities
Cali 311 or 3 6-727-8000
[e-mail]
City Council; Mayor Allen Julno; GNdseD.Adems, Mayor Pro Tampon, North Ward; Barbara Hones Burke, Northeast Ward; Robert C, Clerk West Ward;
John C. Larson,5auth Ward; Jeff Madntoth, Northwest Ward; Kevin Mundy, Southwest Ward; Annettesdpplo, East Ward; James Taylor, Jr., Southeast Ward;
City Manager: Lee G. Gerrity
CountycammIseIcMrw David R. Plyler, Chalr; Gan Martin, Vice Chair; Fleming DAMN:Ted Kaplan; Richard V. Linville; Tanya McDaniel; Glade G. Whlaenhunt;
County Manager: Dudley Wstts, Jr.
WlnsmnSalm/Fomyth CountytixrtyCommI.Nom Renda115.Mtle, Chair; L Wesley Curtis, Jr., Vice Clair; Harold E. Day; Herold Eust,die; Tom Griffin;
Yvonne N.Hines Duane tong; Hugh W. Jernigan; Chris Parker; Charles Wilson; Allan Younger

Certificate of Coverage Number
Assistant Regional Engineer
�.so-a�-irs«o lots
Project Name and Location
Bermuda Run Juniper Pump Station & Forcemain - Davie County - DAVIE-2022-016
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CERTIFICATE OF PLAN APPROVAL

NA083 COORDINATES
LAM. 35.9950087N
LON.. 80.4229349W
_BR JUNIPER PS —FM USGS
GREY ENGINEERING, INC.
Civil Design and Surveying
P.O. Box 9 Mookevilte, N.C. 27028
greyenginew1ng.com [phone]
USGS QUADS
ADVANCE 35080—H4
0
800
SCALE: 1'v400' CONTOURS AT 2'
TOWN OF BERMUDA RUN
DRAWN BY: G. BULLARD
DESIGN BY: C. BULLARD
PROJ. NO.: 402.058.GE
DATE: 01\18\22
PROJECT VICINITY FOR JUNIPER CIR.
PUMP STATION & FORCEMAIN USGS
SHEET
OF 1

NAD83 COORDINATES
LAT. 35.9950067N
LONl 80.4229349W
0 400 BOO
SCALE: 1" -400'
_�' tea` ✓ i'
GREY ENGINEERING, ENGINEERING, INC.
Civil Design and Surveying
P.O. Box 9 Mockevllle, N.C. 27028
greyengineenng.com [phone]
TOWN OF BERMUDA RUN
DRAWN BY: G. BULLARD
DESIGN BY: 0. BULLARD
PROD. NO.: 402.058.GE
DATE: 01\18\22
PROJECT VICINITY FOR JUNIPER CIR.
PUMP STATION & FORCEMAIN AERIAL
SPELT
OF 1
1