WQ0037971_Application (FTSE)_20211115

Permit Number WQ0037971
Program Category
Non -discharge
Perm it Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
1.000
Facility
Facility Name
Backhoe Road Northeast Sewer
Location Address
Owner
Owner Name
Brunswick Regional Water and Sewer H2go
Dates/Events
Scheduled
Ong Issue App Received Draft Initiated Issuance
9/11/2015 10/1/2021
Central Files: APS _ SWP _
10/8/2021
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
B Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Robert Walker
PO Box2230
Leland
Public Notice Issue Effective
NC 2845122:
Expiration
Regulated Activities Requested /Received Events
Domestic, other ^i-S �l_K_�1Additional information requested IQ-`�.,s.l}.`
Wastewater collection Additional information received
Outfall .
We Subbasin

/

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
Water QWURy Re9lMei
Operations &,W,
Wi'mOnOm Rent,,,j D*i,.
October 1, 2021
NCDENR
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Dean Hunkele
Re: 150 Backhoe Road
Permit WQ0037971
Brunswick County, NC
TE 19020
Dear Mr. Hunkele:
OCT 0 1 2021
We are requesting a modification to existing permit No. W00037971 for the 150
Backhoe Road project located in Belville. Enclosed please find one (1) original and one
(1) copy of the fast -track application for a public sewer extension, flow
tracking/acceptance form, topo map, street map, and a check to cover the application fees
for the above referenced project.
We are proposing 356 if of 8" C-900 PVC and 965 if of 8" DIP gravity sewer.
We are requesting flow of 3,500 GPD to serve 7 commercial office/warehouse buildings.
The proposed C-900 sewer ties into existing 8" sewer main within the property. The
proposed DIP sewer ties into an existing 8" sewer main along Backhoe Road.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
T ' p Engineering, P.C.
Phillip G"Tripp,
P.E.
PGT:dcb

Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be comnleted or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: H2GO Brunswick Regional Water and Sewer (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: Scott Lewis per 15A NCAC 02T .0106(b)
Title: Engineering Director
4. Applicant's mailing address: PO Box 2230
City: Leland State: NC Zip: 28451
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: 150 Backhoe Road 3
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00037971 and issued date: 09/I 1/2015,
Cei,� a-au-ao18
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: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.216461' Longitude:-78.027520'
5. Parcel ID (if applicable): 0470003610 & 0470003614 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Phillip G. Tripp License Number: 17374
Firm: Tripp Engineering
Mailing address: 419 Chestnut Street
City: Wilmington
Phone number: [phone]
State: NC Zip: 28401-
Email Address: office@tripl)enpineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Belville W WTF Permit Number: NC.0. 6 ,7— l 6' C8
Owner Name: H2GO Brunswick Regional Water and Sewer
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch Z Gravity
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
❑ Force Main
Owner Name(s): H2GO Brunswick Regional Water and Sewer
FORM: FTA 06-21
Pagel 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 M 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 M 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 M 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
M Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic 100 % 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 .01 14(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.0I14(f))
Daily Design Flow °,b
No. of Units
Flow
Office/warehouse
25 gal/employee
140
3,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,500 GPD
a See I5A 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3 500(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 tintefiante 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
356
C-900 PVC
8
965
CL 51 DIP
a1
➢ Section 11 & 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:
3. Total number of pumps at the pump station:
Longitude: - °
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.I.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)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(t) & (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
'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 11 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(t) or W see Section X.I of this application
* 15A NCAC 02T.0305(g) 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 ❑ 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.0 I 05(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:
I. 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 Mininmm 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
2. Professional Engineer's Certification:
I, Phillip G. Tripp, P.E. , attest that this application for 150 Backhoe Road 3
(Professional Engineer's name from Application Item III.I.) (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. 1 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 Purnp 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: CA,y /
o>�=� Q�F ESS j�2 "SEAL
�2 9tY o
�i
27374 Q
3. Applicant's Certification per 15A NCAC 02T.0106(b): -J
1\,�q1, Scott Lewis attest that this application for I50 Backh Road 3
(Signature Authority Name from Application Item 1.3.) (Project Nam rom Application Item II.I )
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. 1 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: Q J( Date: Q12212-/
FORM: FTA 06-21 Page 5 of 5

Divlslon of Water Resources
Entity Requesting Allocation: Brunswick
Project Name for which flow is being requested
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Water & Sewer
150 Backhoe Road 3
More than one FTSE cony he required for a single project if the owner of the WIVTP is not responsible for all pinup
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: Belville WWTP
b. WWTP Facility Permit #: NC0075540
All flows are in MGD
c. WWTP facility's permitted flow
.400
d. Estimated obligated flow not yet tributary to the WWTP
.656
e. WWTP facility's actual avg. flow
.408
f. Total flow for this specific request
.003500
g. Total actual and obligated flows to the facility
1.06
h. Percent of permitted flow used
265%
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) (G)=(A-D)
Design Approx.
Average Current
Obligated, Total
Pump Pump Daily Avg.
Not Yet Current
Station Station Firm Flow** Daily
Tributary Flow Plus
(Name or Permit Capacity, * (Finn / pfl, Flow,
Daily Flow, Obligated Available
Number) No. MGD MGD MGD
MGD Flow Capacity***
PS#37 WQ0015172(M) .469 .188 .040 .049 .089 .099
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): Brunswick Regional Water & Sewer
Downstream Permit Number: WQ0015172(M)
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Scott Lewis certify to the best ofnry 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.
Signature
Date
Page 2 of 6
FTSE 10-18

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Hunkele, Dean
From: [e-mail]
Sent: Wednesday, November 10, 2021 5:05 PM
To: Hunkele, Dean
Cc: [e-mail]; [e-mail]
Subject: RE: [External] RE: Add Info: WQ0037971 Backhoe Rd
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
The existing permit WQ0037971 issued 9/11/15 is for the 2 buildings on Venture. Flow was based on 20 employees per
building.
Registers Collision and the other 2 buildings existing in 2004 are not served by permit WQ0037971, are not involved in
this project in any way and we do not know what their permit number is. They would be connected to the same existing
public main on Backhoe Road that our project tied into.
Sorry for the confusion.
Della Baird
Tripp Engineering
419 Chestnut Street
Wilmington, NC 28401
910-763-5100
From: Hunkele, Dean <[e-mail]>
Sent: Monday, November 8, 2021 12:30 PM
To: [e-mail]
Cc: [e-mail]; [e-mail]
Subject: RE: [External] RE: Add Info: WQ0037971 Backhoe Rd
Importance: High
Okay so the original permit was issued for a proposed 40-employee light industrial/commercial facility located at 150
Backhoe with no mention of serving the Register Collision Center. Looking at Google Earth Pro timeline, both of the
facilities were existing in 11-2004. 1 guess I am okay with letting both of them be considered covered by the original
permit unless you have information to the contrary.
So I see the three new proposed buildings on your plan up near Poole Rd with two behind the other two on Venture. So
how did the existing two buildings for lease at Backhoe & Venture below get approval to be built & CO'd without a
sewer permit?

Is the flow for them in your proposal as it doesn't appear so? If not, then need to add that to the request.
Was any thought given to using the unknown usage flow in 2T based on 880 gpd/acre? Are all these connections to
simply be for restrooms serving small business & office space, i.e. no retail, food services, processing water, etc?
FYI - I'll be renaming the project to Backhoe Road & Western NE Gregory Road sewer in our system and on permit upon
issuance.
Dean Hunkele ([e-mail])
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources/Department of Environmental Quality
DWR Website: http://www.ncwater.org
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
910.796.7215 Reception Desk
910.796.7380 Direct
910.620.1685 Field/Telework Mobile
Email correspondence to and from this address is subject to the North Carolina Public Records Low and may be disclosed to third
parties
ALERT: New Fast Track application is available, older version will not be accepted after September 2021.

The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from application receipt. Please use the
DEQ's Permit Application Tracker to determine the official application receipt date to allow you to estimate a date for issuance and find the
reviewer's name. Once issued, the record stays on the site for 30 days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the DWR's Sewer Extension Permit
Tracker. Confirmation using this method will replace letters and emails; it is recommended that confirmation be printed and/or saved
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.goy/about/divisions/water-resources/water-resources-
perm its/peres/col lection-syste ms-permits
From: off ice(@trippengineering.com[mailto:office [e-mail]
Sent: Friday, November 5, 2021 11:51 AM
To: Hunkele, Dean <[e-mail]>
Cc: [e-mail]; [e-mail]
Subject: [External] RE: Add Info: WQ0037971 Backhoe Rd
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Dean,
In response to your questions below:
1. Yes, Register's Collision is served by the existing main on Backhoe Road.
2. 3 new buildings will be served by a continuation of the line permitted under WQ0037971.
3. 4 new buildings will be served by anew extension off the Backhoe Road main to extend down Gregory Road.
4. Yes, there is still amain gap between the proposed sewer and the main serving the Credit Union.
5. We would prefer the segments be permitted together since they serve the same project. Both parcels are
owned by JBS Associates, LLC.
6. Flow is calculated on 20 employees per building at 25 gpd per employee. Therefore each building is estimated
at 500 gpd. 3 buildings on north parcel = 1,500 gpd, 4 buildings on south parcel = 2,000 gpd.
See attached utility plan for clarification.
Please let us know if you have any additional questions.
Thank you,
Delia Baird
Tripp Engineering
419 Chestnut Street
Wilmington, NC28401
910-763-5100
From: Hunkele, Dean <[e-mail]>
Sent: Monday, October 25, 2021 1:15 PM
To: Scott Lewis <[e-mail]>
Cc: [e-mail]; [e-mail]
Subject: Add Info: WQ0037971 Backhoe Rd
Importance: High

Okay so the initial permit was to serve 150 Backhoe Rd which looks like it is TCI, Inc. Is Register's Collision at 154 on the
system as well or on septic? How are the two new buildings on each side of Venture Drive served for sewer?
With the new segments proposed along NE Gregory Road is there still a gap between it and sewer installed on Gregory
for the Credit Union under W00038561?
Trying to figure out if the two proposed, non-contiguous segments should be permitted together or not. Also, since two
parcels to be served, how much of the proposed flow is to be applied to each parcel/area?
Please advise
Dean Hunkele (Dean.Hunkelena ncdenr.gov)
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources/Department of Environmental Quality
DWR Website: http://www.ncwater.org
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
910.796.7215 Reception Desk
910.796.7380 Direct
910.620.1685 Field/Telework Mobile
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