WQ0041365_Application (FTSE)_20200121

Permit Number WQ0041365
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SW Rule
Permitted Flow
Facility
Central Files. APS _ SWP _
12118/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Holden Beach RV Park Private Pump Stations and Sewer Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Divergent Enterprises LLC Non -Government
Owner Affiliation
Jeremy Timco
2650 Liberty Ln
Dates/Events Supply NC 28462
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/16/2019
Regulated Activities Requested /Received Events
DIVERGENT ENTERPRISES LLC 5218

RECEIVED11,10EfrR/M
* DEC 1 � 2019
East Coast Engineering & Surveying1teRu�;?aa;ional
ENGINEERS -PLAN NERS•SURVEYORS Operations section
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Via Hand Delivery
December 16, 2019
Mr. Dean Hunkele
North Carolina Division of Water Resources
Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Holden Beach RV Campground
Fast Track Sewer Permit Application
Brunswick County
Dear Dean:
On behalf of our Client, Jeremy Timeo of Divergent Enterprises, LLC, please find enclosed our Fast -Track
Sewer Permit submittal package for the Holden Beach RV Campground. This is a camp ground expansion
project located off of NC Hwy 130 (Holden Beach Road) near Holden Beach, NC. Mr. Timco's existing
adjacent campground is served by Brunswick County potable water and existing septic tank systems for
sewer. County sewer is not being proposed for Mr. Timco's adjacent existing campground.
The project will privately maintained and will consist of 107 RV Campsites and 3 washing machines. The
project will produce 12,200 GPD of sewerage. Two sewer pump stations are proposed for this project.
Therefore, two page 3s are included in the application - one for each pump station.
The sewer system for this project consists of 3,916 LF of 8" SDR 35 PVC gravity sewer pipe, 9 LF of 4"
C900 DR 18 PVC sewer force main, 939 LF of 2-1/2" SDR 21 PVC sewer force main, 475 LF 1-1/2" SDR
21 PVC force main, Lift Station #1 and Duplex Grinder Pump Station #2.
This submittal package contains the following items
• This cover letter describing the project contents and location,
• The Project Narrative,
• The Fast Track Sewer System Extension Application,
• The Flow Tracking Application (FTSE10-18) executed by Mr. Bill Pinnix of Brunswick County,
• Check #5218 in the amount of $480 made payable to NCDEQ to cover the required application fee,
• A 8.5"xl 1" Color USGS Topo map of the project area, and,
• Reduced (12"xl8") copies of the following drawings: C0.0, C6.0, C6.1, C6.2, C6.3, C6.4, C6.5, C6.6
and C6.7.
4918 MAIN STREET* POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] *Fax: [phone]
FIRM LICENSE NUMBER: C-3014

Mr. Dean Hunkele
Holden Beach RV Campground
Fast Track Sewer Permit Submittal
December 16, 2019
Please note that we are coordinating with Ms. Christyn Fertenbaugh of the Raleigh PERCS Unit regarding a
potential sewer flow reduction request. Per our prior communications, if our Client's desired flow
reduction is approved prior to you being ready to issue the permit for this project, the flow reduction will be
included in the permit. If not, we will need to re -submit for a permit modification to you if a flow reduction
is granted after you have issued the permit.
Should you have any questions or require additional information, please do not hesitate to contact our office
at your convenience. As always, thanks for your assistance.
Sincerely,
Ala > C. Lewtss, President
Project Manager
Enclosures
PC: Mr. Jeremy Timco, Divergent Enterprises, LLC w/Enclosures via Email
Mr. Bill Pinnix, Brunswick County Director of Engineering Services via Email
File: 2116 (HBRV Campground)
4918 MAIN STREET • POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] •Fax: [phone]
FIRM LICENSE NUMBER: C-3014

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: L6 QQ Lit J ' (to be completed byDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Divergent Enterprises. 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: Jeremy Timco per 15A NCAC 02T .0106(b)
Title: Member
4. Applicant's mailing address: 2650 Liberty Lane
City: Supply State: NC Zip: 28462-_
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
H. PROJECT INFORMATION:
Beach
ea 0 )rsew�
1. Project name: Holden Beach RV Campground T✓t
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.9273' Longitude:-78.2844'
5. Parcel ID (if applicable): 232HCO0801
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J Christian Russell License Number: 035054
Firm: East Coast Engineering & Surveying. PC
Mailing address: 4918 Main St. P,O. Box 2469
City: Shallotte State: NC Zip: 28459-
Phone number: [phone] Email Address: crussellla_eces.biz
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick Regional WFR
Owner Name: Brunswick County
Permit Number: W00023693
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00029934 Downstream (Receiving) Sewer Size: 18 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
t
FORM: ETA 04-16 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 NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached?
❑ Yes ❑No NN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential 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 N Other (Explain in Attachment)
Campground
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes N No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes N No
➢ If yes. Provide a coov of flow reduction anoroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(Dl
Daily Design Flow a,b
No. of Units
Flow
RV Campsites
100 gal/Day
107
10,700 GPD
Commercial Washing Machines
500 gal/Unit
3
1,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,200
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 souther east ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4I.
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: 12200 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 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
3916
SDR 35 PVC
b
• 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: PS#1
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.9292' Longitude:-78.2262.0'
3. Design flow of the pump station: 0.0122 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 47 gallons per minute at 133 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
9
SDR 21 PVC
2-1/2
939
SDR 21 PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 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 3916 SDR 35 PVC
➢ 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 requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: PS #2
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.9317' Longitude:-78.2808°
3. Design flow of the pump station: 0.0075 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 21 gallons per minute at ATM feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
1-1/2
475
SDR21 PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage,
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(i) & (e) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer 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
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation) and wetlands see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
➢ 15A NCAC 02T.0305(2) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(f) or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No [—]N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. 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 are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ 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 pernritee's individual System -Wide Collection permit.
FORM: FTA 04-16 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, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the re uest is re wired nrlor to submittal of the Fast Track Application and suvvortin2 documents.
2. Professional Engineer's Certification:
J. Christian Russell attest that this application for
(Professional Engineer's name from Application Item III.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, Gravity Sewer
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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Authority's name & title from Application Item
(H CAR
O.�
SEAL <
35054 i=
k2-2-201�q
, N�
��STIANrRJ.�`.
that this application for
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: 421-21,19
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Divergent Investments, LLC
Project Name for which flow is being requested: Holden Beach RV Campground
More than one FTSE 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: West Brunswick WWRF
b. WWTP Facility Permit #: WQ 0023693
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
It. Percent of permitted flow used
All flows are in MGD
6.00
0.06717
3.711
0.0122
3.790
63.2%
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***
* 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): Holden Beach forcemain - 18"
Downstream Permit Number: WQ0029934
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I William L. Pinnix, PE, Dir of En r 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.
gz.
Signing Official
Title of Signing Official
z
Page 2 of 6
FTSE 10-18

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Divergent Enterprises LLC
Information
Sosld: 1501750
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 3/2/2016
Registered Agent: Timco, Jeremy J
Addresses
Mailing
2650 Liberty Lane SW #Office
Supply, NC 28462
Reg Mailing
2650 Liberty Lane SW #Office
Supply, NC 28462
Company Officials
Principal Office
2650 Liberty Lane SW #Office
Supply, NC 28462
Reg Office
2650 Liberty Lane SW #Office
Supply, NC 28462
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Member
JENNIFER TIMCO Jeremy Timco
2650 LIBERTY LANE SW 2650 Liberty Lane SW #Office
SUPPLY NC 28462 Supply NC 28462

East Coast Engineering & Surveying P.C.
ENGINEERS•PLAN NERS•SURVEYORS ,
a It
PROJECT NARRATIVE
Holden Beach RV Campground
Brunswick County, North Carolina
The proposed project is an RV campground located on Holden Beach Road near Supply, North
Carolina. The project is comprised of 74 pull through sites and 33 back in sites for a total of 107
proposed RV campground spaces. There will also be an office with laundry facilities and a
comfort station.
Sewer Services
The proposed sewer system is comprised of 3,916 LF of 8" SDR35 PVC, 939 LF of 2-1/2" SDR 21
PVC, 9 LF of 4" C900 DR18 PVC, 2 duplex grinder station — one that will tie into an existing 18"
Brunswick County Force Main along Holden Beach Road. The Force Main pumps directly to the
Brunswick County Wastewater Reclamation Plant in Supply, North Carolina. The design
analysis was based on the EPA recommended rational method.
4918 MAIN STREET *POST OFFICE BOX 2469 *SHALLOTTE, NORTH CAROLINA 28459 *TEL: [phone] •Fax: [phone] FIRM
LICENSE NUMBER: C-3014

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