WQ0043644_Application (FTSE)_20220726

WQ004(oz-1 LI
July 21, 2022
Mr. Robert Tankard
NC DWR — WQ ROS
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Subject: Sewer Fast Track Application
Hockmeyer Equipment Site Expansion
ECE Project #C22002
Dear Mr. Tankard,
AgTERN
CAROLINA
ENGINEERING, P.C.
RECENED/NCDENRJDWR
JUL 2 6 2022
Water Quality
Regional Operations Section
Washington Regional Office
On behalf of Hockmeyer Holdings, LLC, Eastern Carolina Engineering, PC hereby submits a
Fast -Track Application for the construction of a duplex sewer pump station and 1.25" PVC
sewer force main to service the proposed expansion to Hockmeyer Equipment on Kitty Hawk Ln
in Elizabeth City, Pasquotank County, NC. The pump station and force main will be owned and
maintained by the landowner, and will discharge into a downstream gravity line owned by the
City. The 3,500 gpd volume of wastewater for this project was based on the factory
classification with shower usage, 35 gpd per employee at 100 employees.
Please find the following items enclosed for your review and approval:
• One(1) original and one (1) copy of the application package containing the following:
1. Fast -Track Application (FTA 06-21) for the proposed sewer line.
2. Flow Tracking/Acceptance for Sewer Permit Application (FTSE 10-18).
3. 8.5x11 color copy of area quad map
• Review fee in the amount of $480.00 payable to NCDEQ
Please call me at [phone] with any questions. Thank you for your assistance with this
project.
Sincerely,
Briant L. Robey, PE
Eastern Carolina Engineering, PC
cc: file
City of Elizabeth City
Hockmeyer Holdings, LLC
Revelle Builders of NC, Inc.
Eastern Carolina Engineering, PC
P. O. Box 128 Camden, North Carolina 27921
[phone] License C-4162
www.easterncarolinaengineering.com

DWR
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 V Q �® 1434(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Hockmeyer Holdings, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Herman H. Hockmeyer per 15A NCAC 02T .0106(b)
Title: Registered Agent
4. Applicant's mailing address: 6 Kitty Hawk Ln
City: Elizabeth City State: NC Zip: 27909-
5. Applicant's contact information:
Phone number: [phone] Email Address: iaustinRhockmeyer.com
❑ Other
II. PROJECT INFORMATION:
1. Project name: Hockmeyer Equipment Site Expansion
2. Application/Project status: ® Proposed (New Permit) 0 Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Pasquotank
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.329957° Longitude: -76.169431°
5. Parcel ID (if applicable): 02 8935 03 41 0023 0000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
l . Professional Engineer: Briant L. Robey License Number: 053359
Firm: Eastern Carolina Engineering, PC
Mailing address: PO Box 128
City: Camden State: NC Zip: 27921-
Phone number: [phone] Email Address: briantAeasterncarolinaengineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rogerson Wastewater Treatment Facility Permit Number:-NC0025911
Owner Name: City of Elizabeth City
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0007506
2. Downstream (Receiving) Sewer Information: 12 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): City of Elizabeth City
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
If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No Z 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
2,
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
® Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
5. Nature of wastewater : % Domestic % Commercial 100 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ® Yes No
6. Has a 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(1))
Daily Design Flow a'b
No. of Units
Flow
Factories or businesses with showers or
food preparation
35 gal/employee/shift
100 emp.
3,500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,500 GPD
a See 15A NCAC 02T .0114(b), (d), (O(1) and (e)(2) for caveats to wastewater design flow rates (i.e., mini►num 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: 3,500 GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
O 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 timefiame for permitting upstream sewers with flow.
O 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 2of5

• VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
43
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIIl. 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: Hockmeyer Expansion Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.273387° Longitude:-76.214095'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.0035 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): 19 gallons per minute (GPM) at 38 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
1.25
246
PVC
1.25
60
HDPE
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 ❑ 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(0):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® 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)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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(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 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 request will be issued concurrently with
the approval of the permit, and projects 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:
h Briant L. Robey, PE , attest that this application for Hockmeyer Foruipment Site Fxpansion
(Professional Engineer's name from Application Item 111.1.)
(Project Name from Application Item IL1)
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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Herman H. Hockmeyer , attest that this application for Hockmeyer Equipment Site Expansion
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
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.
\\\.r,N CA/0,
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3359
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Signature:
FORM: FTA 06-21
Date: C % 2,( `ZG7`ZZ
Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Hockmeyer Holdings, LLC
Project Name for which flow is being requested: Hockmeyer Equipment Site Expansion
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: Rogerson Wastewater Treatment Facility
b. WWTP Facility Permit #: NC0025911 NC ry)rt
c.
d.
e.
f.
g•
h.
All flows are in MGD
WWTP facility's permitted flow 4.5
Estimated obligated flow not yet tributary to the WWTP 0.940
WWTP facility's actual avg. flow 3.36
Total flow for this specific request 0.0035
Total actual and obligated flows to the facility 3.3635
Percent of permitted flow used 74.74 %
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:
Pump
Station
(Name or
Number)
Herrington
um —
Grace
Grace
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
0.288 0.1152
1.152
0.4608
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Approx. Not Yet Total Current
Current Avg. Tributary Flow Plus
Daily Flow, Daily Flow, Obligated Available
MGD MGD Flow Capacity***
0.2241 0 .2241 -0.1089
0.8152 0.00751 .82271 -0.3619
* 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 pump station divided by a peaking
factor (pf) not less than 2.5.
*** 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): Herrington Village
Downstream Permit Number: WQ0007506
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Dwan Bell 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 indicates acceptance of this wastewater flow.
igning Official Signature
7b?_
Date
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
.91% % and .00751 MGD of the Available Capacity (E) in Pump Station
Grace Drive ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Grace Drive/Herrington Village Pump Station is in design or under construction with
planned completion in 2023 ; and/or
d. The following applies:
The City Council has allocated $500,000.00 for the improvements of Grace Drive and
Herrington Village Pump Stations. The document is attached with this form.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
igning 0 rcial Signature
.1/2"c7-1?'
Dat
Page 3 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < O.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
0 % and 0 MGD of the Available Capacity (E) in Pump Station
Herrington Village ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Grace Drive/Herrington Village Pump Station is in design or under construction with
planned completion in 2023 ; and/or
d. The following applies:
The City Council has allocated $500,000.00 for the improvements of Grace Drive and
Herrington Village Pump Stations. The document is attached with this form.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
"i W�
SigningOfficial Signature
7ipp,
Dat
Page 3 of 6
FTSE 04-16

RESOLUTION #2022-07-02
Authorizing ARPA Fund Utilization for Grice Street
and Herrington Village Pump Station Improvements
BE IT RESOLVED by the City Council of the City of Elizabeth City that the
following statements have been made and hereby authorized by the body whole:
WHEREAS on June 28, 2022, the City Council of the City of Elizabeth City did
meet in open session, wherein a majority of the members were physically present; and
WHEREAS, during that meeting, the Council voted to authorize a sum of $500,000
in ARPA funds to be used for pump station improvements at the Grice Street location;
and
WHEREAS, it came to the Council's attention that, as the Herrington Village pump
station is interconnected with the Grice Street pump station, that motion must be
amended to include the Herrington Village pump station as well; and
WHEREAS, the original motion was amended to reflect the following:
"By motion, the Council authorizes the use of $500,000 in ARPA funding for pump
station improvements at the Grice Street and Herrington Village locations "
Adopted this 11th day of July, 2022
o
April D.'Onley, NCCMC
City Clerk
E. Kirk Rivers
Mayor

QUAD MAP WITH SEWER INFORMATION FOR
HOCKMEYER EQUIPMENT SITE EXPANSION
i00+' I ���4ryy��r�fi
fir �lhll
DINT OF CONNECTION
DOWNSTREAM 12" GRAVITY SEWER';,
344 (WQ0007506)
PROPOSED SEWER PUMP
STATION LOCATION
PY; adz; m.a:,
1
1000
1
1000 0
0.5
500
0.5
SCALE 1:24 000
0 KILOMETERS
1
0
METERS
0
1000
2
2000
1
MILES
1000 2000 3000 4000 5000
FEET
6000 7000 8000 9000 10000
CONTOUR INTERVAL 5 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
■
NORTH
ROLINA
QUADPANGLE LOCATION
2
3
4
5
6
7
8
1 South Mills
2 Lambs Corner
3 Currituck
4 Pasquotank
5 Shiloh
6 Nizonton
7 Weeksville
8 Wade Point
ADJOINING QUADRANGLES

• 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
HOCKMEYER HOLDINGS, LLC
Information
Sosld: 1162266
Status: Current -Active 0
Date Formed: 8/6/2010
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Hockmeyer, Herman H.
Addresses
Mailing Principal Office
6 KITTY HAWK LANE 6 KITTY HAWK LANE
ELIZABETH CITY, NJ 27909-6726 ELIZABETH CITY, NJ 27909-6726
Reg Office Reg Mailing
6 Kitty Hawk Lane 6 Kitty Hawk Lane
Elizabeth City, NC 27909-6726 Elizabeth City, NC 27909-6726
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
Herman H. Hockmeyer
6 Kitty Hawk Lane
Elizabeth City NC 27909

izabeth City (NC0025011)
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Facility name, Permit #
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Permitted Flow:
2021 % of Permitted Flow:
(< 80% / 90% OK)