WQ0033710_More Information Received_20220114

Non -Discharge Branch Upload/Submittal Form
NORTH CAROLINA
Envlronment&Qu,1ty
Version 2 - Revised June 23, 2020
Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?*
Permit Number (IR) *
Applicant/Permittee
Email Notifications
Does this need review by the hydrogeologist? *
Regional Office
CO Reviewer
Admin Reviewer
Annual Report
Residual Annual Report
Additional Information
Other
WQ0033710
HCT Pender, LLC
Yes No

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name*
Mark S Bissell
Email Address*
[e-mail]
Project Information
Phone Number*
2522613266
Application/Document Type* New (Fee Required) Modification - Minor
Modification - Major (Fee Required) Renewal
Renewal with Major Modification (Fee GW-59, NDMR, NDMLR, NDAR-1,
Required) NDAR-2
Annual Report Residual Annual Report
Additional Information Change of Ownership
Other
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type: *
Wastewater Irrigation High -Rate Infiltration
Other Wastewater Reclaimed Water
Closed -Loop Recycle Residuals
Single -Family Residence Wastewater Other
Irrigation
Permit Number:* WQ0033710
Has Current Existing permit number
Applicant/Permittee Address* 2511 Canterbury Road
Facility Name* Lanes Ferry WWTP
Please provide comments/notes on your current submittal below.
Documents include both response to additional information request and permit renewal
application and associated documents.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here. *
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
1-14-22 Combined documents.pdf 26.34MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Q./AM 45'aa>
Submission Date 1/14/2022

January 14, 2021
II'SSELL
Ms. Lauren Raup-Plummer, Engineer III
Division of Water Resources
NC Dept of Environmental Quality
512 N Salisbury St.
Raleigh, NC 27699
Dear Ms. Plummer:
The CoagtalDife
rts
Subject: Application No. WQ0033710
Additional Information Request
Lanes Ferry WWTP
High -Rate Infiltration System
Pender County
We are responding to your additional information request in connection with the subject application as
follows:
C. Application:
1. An updated page 3 is included with piezometers PZ-1 through PZ-10 identified by their
proposed latitude and longitude coordinates to the sixth decimal degree.
2. An updated page 5 is included with Section V.11. completed with the facility design criteria
for the proposed modifications including manufacturer or material and the plan sheet and
specification references.
D. Property Ownership Documentation:
1. The applicant has provided a deed of easement between the related parties so that the
property ownership documentation should now meet the requirements of 15A NCAC 02T
.0704(f) for all properties associated with the wastewater treatment and high -rate infiltration
facilities. An additional copy of those documents is included with this submittal.
I. Engineering Plans:
1. Sheet C8 has been updated with the final equipment arrangement. The vehicular accessway
has been enlarged and bollards are proposed to provide a barrier between the absorber and
vehicular traffic. The sludge connection has been shifted enough that there is sufficient
horizontal clearance provided between the sludge wasting quick connect and the adsorber to
allow for hook up.
2. Details and sectional views for the tank covers have been added to the plan sheets.
P.U. Box 1068 • 3512 N. Croatan Hwy. • Kitty Hawk, NC 27949
252-261-3266 • Fax: [phone] • E-mail:[e-mail]

J. Specifications:
1. Signed and sealed supplemental specifications for the proposed tank hatches and the air
scrubber are included with this submittal package.
K. Engineering Calculations:
1. Signed and sealed engineering calculations for the proposed carbon adsorber are included
with this submittal.
N. Operation & Maintenance Plan:
1. An Operation & Maintenance (O&M) plan for the additional treatment units is included with
this submittal.
P. Additional Documentation:
Existing Permit:
1. Neither the engineer nor the owner nor the hydrogeologist has any information regarding
any existing wells, and we would like to request that this condition be removed from the
permit. If DWR has any additional information about possible wells, we would be pleased to
revisit this condition.
Q. Recommendations:
a. We agree that Basin #1 will continue to be associated with Phase 1 of construction. Similarly,
Basin #2 will continue to be associated with Phase 3 and Basin #3 will continue to be associated
with Phase 4 even though the site has been reconfigured.
We are uploading the following documents to your upload site:
• This response cover letter
• Updated pages 3 and 5 from the Application
• Property Ownership Documentation
• Revised plan sheets C-1, C-7, C-8, C-13 and C-14
• Set of Supplemental Specifications, Cut Sheets and Calculations including O&M manual
In addition, we are submitting an Application for High -Rate Infiltration System — Renewal (Form HRIS-R-
02-21) with applicable attachments, including an updated site map meeting 2T .0704(d) and an
Operational Agreement.

We believe this submittal adequately responds to all of the outstanding questions, and look forward to
completing the review process. Please let us know you find that anything additional is needed. Also,
please let us know if any additional documentation is required in connection with the application for
permit renewal.
Thank you for your continued assistance.
Sincerely yours,
Bissell Professional Group,
ark S. Bissell, P.E.
cc: Mr. Christian H. Trask
Mr. George Johnson

IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? 8.5 feet mean sea level. Source: FRIS
Are any treatment, storage or infiltration facilities located within the 100-year flood plain? ❑ Yes or ® No
If yes, which facilities are affected and what measures are being taken to protect them against flooding?
> If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 6? ❑ Yes or ❑ No
9 Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Program? ❑ Yes or ® No
10. Does the facility have a proposed or existing groundwater monitoring well network? Z Yes or ❑ No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed:
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude a
Longitude a
Gradient
Location
PZ-1
Proposed
34.443328°
-77.850798°
Down Gradient
Inside Review Boundary
PZ-2
Proposed
34.442864°
-77.850711°
Cross Gradient
Inside Review Boundary
PZ-3
Proposed
34.442593°
-77.850659°
Cross Gradient
Inside Review Boundary
PZ-4
Proposed
34.442146°
-77.850575°
Cross Gradient
Inside Review Boundary
PZ-5
Proposed
34.441875°
-77.850524°
Cross Gradient
Inside Review Boundary
PZ-6
Proposed
34.441424°
-77.850439°
Cross Gradient
Inside Review Boundary
PZ-7
Proposed
34.442815°
-77.852417°
Cross Gradient
Inside Review Boundary
PZ-8
Proposed
34.442608°
-77.852630°
Up Gradient
On Review Boundary
PZ-9
Proposed
34.442408°
-77.852968°
Up Gradient
On Compliance Boundary
PZ-10
Proposed
34.441863°
-77.853892°
Up Gradient
Outside Compliance Bou
a Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: UnknownMethod of measurement: Map interpretation by extraction
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, ENo or ZN/A
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been submitted?
® Yes, ENo or EN/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Agreement (FORM: HOA) been
submitted? ❑ Yes, ENo or ZN/A
14. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or i1 No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or Z No
d. Is non -compliant with an existing non -discharge petinit, settlement agreement or order? ❑ Yes or Z No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: HRIS 06-16 Page 3 of 13

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 15A NCAC 02T .0705 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacings (in)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Other
2
HICARB-75 Carbon
Adsorber
5' I.D.1000
CFM
C7 & C8
Odor Control
Pages 1 & 2
Select
Select
Select
Select
Select
Select
Select
c. DISINFECTION
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Select
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: minutes (NO 1E — 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs:
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: , number of lamps
per bank: and maximum disinfection capacity: GPM.
d. RESIDUAL TREATMENT
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Select
Select
FORM: HRIS 06-16
Page 5 of 13

C2007
6200726
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1019806
Date Filed: 1/3/2008 12:45:00 PM
Elaine F. Marshall
north Carolina Secretary of State
C200736200726
Pursuant to §57C-22O of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of farming a limited liability company.
The name of the limited liability company is HCT FENDER LLC
This 11 ted liability company shall survive in perpetuity
The name and address of each person executing these articles of organizat on is as
foliows:
Stephen T. Byrd
Organizer
3605 Glenwood Avenue Suite 500
Raleigh, NC 27612
The street address and county of the initial registered office and principal office of the
limited liability company is 2511 S. Canterbury Road, Wilmington, New Hanover
County, North Carolina 28403.
The mailing address of the initial registered office is 2511 S. Canterbury Road
Wilmington, North Carolina 28403.
The name of the initial registered agent is: CASON LINEBERGER TRASK.
except as provided by NICG.S. Section 57C-3-20(a), the members of this iimited
liability company shall not be managers by virtue of their status as members, accordingly,
this company shall be a manager -managed LLC.
8. These articles will be effective upon filing.
This is the 21 day of December, 2007.
HCT FENDER LLC

CA202107101164
LIMITED LIABILITY COMPANY ANNUAL R
l0/2017
NAME OF LIMITED LIABILITY COMPANY:
HCT Pender LLC
SECRETARY OF STATE ID NUMBER: 1019806
REPORT FOR THE CALENDAR YEAR: 2021
SOSID: 1019806
Date Filed: 3/12/2021
Elaine F. Marshall
North Carolina Secretary of State
CA2021 071 01164
STATE OF FORMATION: NC
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: Cason Lineberger Trask
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Filing Office Use Only
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2511 S. Canterbury Road 2511 S. Canterbury Road
Wilmington, NC 28403 New Hanover
Wilmington, NC 28403 New Hanover
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: real estate investment
2. PRINCIPAL OFFICE PHONE NUMBER: (g10) 763-9555
3. PRINCIPAL OFFICE EMAI
Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
2511 S. Canterbury Road 2511 S. Canterbury Road
Wilmington, NC 28403 New Hanover Wilmington, NC 28403 New Hanover
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Cason L Trask NAME: Christian Heide Trask , Jr NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDRESS: ADDRESS: ADDRESS:
2511 S Canterbury Rd 2511 S Canterbury Road
Wilmington, NC 28403-6101 New Hanover Wilmington, NC 28403 New Hanover
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
f 3/4 / 26'2--I
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Cason L. Trask
Manager
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

CA202107400877
BUSINESS CORPORATION ANNUAL REPOR
10-2017
NAME OF BUSINESS CORPORATION:
SOSID: 0479486
Date Filed: 3/15/2021
Elaine F. Marshall
North Carolina Secretary of State
CA2021 074 00877
SPRINGFIELD PLANTATION II, INC.
SECRETARY OF STATE ID NUMBER: 0479486
REPORT FOR THE FISCAL YEAR END: 1 2/31 /2020
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: C Heide Trask Jr
STATE OF FORMATION: NC
Filing Office Use Only
© Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2511 Canterbury Rd 2511 Canterbury Rd
Wilmington, NC 28403 New Hanover Wilmington, NC 28403 New Hanover
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Land Investment
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
3. PRINCIPAL OFFICE EMAI
Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
2511 Canterbury Rd 2511 Canterbury Rd
Wilmington, NC 28403 New Hanover Wilmington, NC 28403 New Hanover
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
nThe company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: C Heide Trask , Jr NAME: Cason L Trask NAME:
TITLE: President TITLE: Secretary TITLE:
ADDRESS: ADDRESS: ADDRESS:
2511 Canterbury Rd 2511 Canterbury Rd
Wilmington, NC 28403 New Hanover Wilmington, NC 28403 New Hanover
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
3/41 1_t3 2- (
DATE
entity.
a.,
SIGNATURE
Form must be signed by an officer listed under Section C of this form.
Cason �.. �� k 5ec,reA-c,
Print or Type Name of Officer Print or Ty Title of Officer
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $25
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

BK 4775 PG 2397 - 2406 (10) DOC# 20095716
This Document eRecorded: 12/30/2021 02:53:27 PM
Fee: $26.00 DocType: AGMT Tax: $0.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
Prepared By and Return To:
Faison G. Sutton
Murchison, Taylor & Gibson, PLLC
1979 Eastwood Road, Suite 101
Wilmington, NC 28403
EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT (this "Agreement") is entered into as of the 3 day of
D e ce (40C'. V' , 2021, between SPRINGFIELD PLANTATION II, INC., a North Carolina corporation
with a mailing address of 2511 Canterbury Road, Wilmington, NC 28403 ("Grantor"), and HCT PENDER
LLC, a North Carolina limited liability company with a mailing address of 2511 Canterbury Road,
Wilmington, NC 28403 ("Grantee").
WHEREAS, Grantor is the owner of approximately 417.32 acres of real property located in Pender
County, North Carolina, and more particularly described on Exhibit A attached hereto ("Grantor's
Property");
WHEREAS, Grantee is the owner of approximately 221.57 acres of real property located in Pender
County, North Carolina, and more particularly described on Exhibit B attached hereto ("Grantee's
Property");
WHEREAS, in connection with a wastewater treatment plant that Grantee intends to construct on
the Grantee Property, Grantee needs to install a groundwater lowering system including pipes (the
"Groundwater System") that will transport certain groundwater from the Grantee's Property to an existing
borrow pit/sandpit pond located on Grantee's Property;
WHEREAS, Grantor has agreed to grant and convey to Grantee certain easement rights in the
Easement Area (as defined below) for Grantee's installation and maintenance of the Groundwater System
and drainage of excess groundwater flowing through the Groundwater System and as further set forth
herein.
NOW THEREFORE, in consideration of the foregoing recitals, the sum of TEN DOLLARS
($10.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, the
parties do hereby agree as follows:
Submitted electronically by "Murchison, Taylor & Gibson, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender County Register of Deeds.
329458 1

BK 4775 PG 2398 DOC# 20095716
1. Grant of Easement. Grantor does hereby grant, bargain, sell and convey unto the Grantee,
its agents, contractors, successors and assigns, a perpetual, nonexclusive easement (the "Easement") on,
over, across, under, upon and through the Easement Area for the purposes of constructing, installing,
inspecting, maintaining, repairing, removing, extending, improving, replacing, building, and/or operating a
Groundwater System and related improvements, together with the further right of ingress, egress and
regress over and across the Easement Area for the purpose of constructing, installing, inspecting,
maintaining, repairing, removing, extending, improving, replacing, building, and/or operating the
Groundwater System and related improvements located thereon, together with the further right to drain
excess groundwater from the Groundwater System into the existing sandpit pond on Grantor's Property.
Upon the commencement of the installation of the Groundwater System, Grantee shall cause the
Groundwater System to be continuously maintained and repaired at Grantee's sole cost and expense in
accordance with all applicable governmental standards and regulations.
2. Easement Area. The "Easement Area" shall be approximately 20 feet wide and shall be
located on a portion of Grantor's Property beginning where it intersects with North Carolina Highway 210
and ending at the existing sandpit pond on Grantor's Property, as shown generally on the plans attached
hereto as Exhibit C. Notwithstanding the foregoing, the exact location of the Easement Area shall be
selected and approved by Grantor and shown on a survey that is prepared by Grantee and delivered to
Grantor. Until the Grantee begins installation of the Groundwater System, the Easement Area may also be
relocated subject to the consent of both parties.
3. Relationship of Parties. Nothing in this Agreement shall be construed to make the parties
hereto, or their successors or assigns, partners of one another or joint venturers of one another, or in any
way to render any of said parties liable for the debts or obligations of the other.
4. No Public Dedication. Nothing contained in this Agreement shall constitute or be deemed
to constitute a gift or dedication of any portion of the Easement Area to the general public or for the benefit
of the general public or for any public purpose whatsoever, it being the intention of the parties hereto that
the Easement conveyed herein will constitute nonexclusive, private easements for the nonexclusive benefit
of Grantee, its successors and assigns.
5. Covenant to Run with the Land; Binding Effect. It is the express intention of Grantor that
this Agreement shall run with the land, encumbering Grantor's Property, and it shall bind and inure to the
benefit of Grantee, its successors, assignees, grantees, mortgagees, tenants, invitees and licensees as their
interests may appear.
6. Modifications. No agreement shall be effective to add to, change, modify, waive or
discharge this Agreement, in whole or in part, unless such agreement is in writing and signed by both
Grantor and Grantee.
7. Counterparts. This Agreement may be signed in any number of counterparts each of which
shall be deemed to be an original and all of which taken together shall constitute one and the same
instrument.
8. Governing Law. This Agreement shall be governed by and construed in accordance with
the laws of the State of North Carolina, disregarding its conflict of laws principles which may otherwise
require application of the laws of another jurisdiction.
[Signatures on the following page.]
2
329458

BK 4775 PG 2399 DOC# 20095716
IN WITNESS WHEREOF, Grantor has executed and delivered this Agreement under seal to be
effective as of the day and year first above written.
GRANTOR
SPRINGFIELD PLANTATION II, INC. (SEAL)
By: G-
Name: C. Heide Trask, Jr.
Title: President
//2104._-.i.d 0/1
STATE OF NORTH CAROLINA
COUNTY OF,Jgvt) /1101/DV
I certify that the following person(s) personally appeared before me this day, each acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated: C. Heide Trask, Jr.
Date: -76 day of OC C? 6(1) , 202 � .
Official Signature of Notary:
Notary's Printed or Typed Name: / %� IVFN
My Commission Expires:
(Official Seal)
3
329458
Notary Public

BK 4775 PG 2400 DOC# 20095716
IN WITNESS WHEREOF, Grantee has executed and delivered this Agreement under seal to be
effective as of the day and year first above written.
GRANTEE
HCT PENDER LLC (SEAL)
By: e.
Name: C. Heide Trask, Jr.
Title: Manager
STATE OF NORTH CAROLINA
COUNTY OF keg/ ' cW
I certify that the following person(s) personally appeared before me this day, each acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated: C. Heide Trask, Jr.
Date: 071" day of .br/ 80e-
Official Signature of Notary: ,ez,'
Notary's Printed or Typed Name: Ktcl—i? / _ Notary Public
el,R3
,2021.
My Commission Expires:
(Official Seg1JI i ' 1 1 ,
\,‘p'CARY
PUBOG
ti
gNOVER G NNN
329458
4

BK 4775 PG 2401 DOC# 20095716
EXHIBIT A
Grantor's Property
BEING part of that certain tract or parcel of land located in Rocky Point Township, Pender County,
North Carolina and being more particularly described as follows:
BEING part of that certain tract or parcel of land containing 441.53 acres +/-, and being designated
as Pender County Parcel ID Number 3245-80-3934-0000, less and except that tract containing
24.21 acres +/- owned by C. Heide Trask, Jr. and Cason Lineberger Trask as described in
Book 765 / Page 866.
5
329458

BK 4775 PG 2402 DOC# 20095716
EXHIBIT B
Grantee's Property
BEING all that certain tract or parcel of land located in Rocky Point Township, Pender County,
North Carolina and being more particularly described as follows:
BEING all that certain tract or parcel of land containing 221.57 acres +/-, and being designated as
Pender County Parcel ID Number 3245-84-0109-0000.
6
329458

BK 4775 PG 2403 DOC# 20095716
EXHIBIT C
Plans
(Attached)

BK 4775 PG 2404
DOC# 20095716
on 171,
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REVISIONS
Exhibit C
LANES FERRY
naicrv0nir.avm5wr PEwOEn COUNT.
WASTEWATER TREATMENT & DISPOSAL. SYSTEM
GROUNDWATER FORCE MAIN
'LAN & PROFILE, STA: I5+00-30+50
BISSELL

BK 4775 PG 2405
DOC# 20095716
Exhibit C
GROUNDWATER FORCEMAIN
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This map may not be a certified survey and has not been reviewed
by a local government agency for compliance with any applicable
land development regulations and has not been reviewed for
compliance with recording requirements for plats.
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BK 4775 PG 2406
DOC# 20095716
Exhibit C
16.9
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REVISIONS
PCSCRIPMX
LANES FERRY
ROCKY POINT TOWNSHIP RENDER COUNTY
NORTH CAROLINA
WASTEWATER TREATMENT & DISPOSAL SYSTEM
GROUNDWATER FORCE MAIN
PLAN & PROFILE, STA.:47i00-58+50
RESELL
rtinv-nw

Secretary of State
El ain e F. Marshall
Secretary of State
Business Registration
» Search » Results
Business Corporation
• 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
Business Corporation
Legal Name
SPRINGFIELD PLANTATION II, INC.
Information
Sosld: 0479486
Status: Current -Active O
Date Formed: 12/22/1998
Citizenship: Domestic
Fiscal Month: December
Annual Report Due Date: April 15th
Annual Report Status: Current
Registered Agent: Trask, C Heide,
Addresses
Mailing
2511 Canterbury Rd
Wilmington, NC 28403
Principal Office
2511 Canterbury Rd
Wilmington, NC 28403
Reg Office
2511 Canterbury Rd
Wilmington, NC 28403
Reg Mailing
2511 Canterbury Rd
Wilmington, NC 28403
Officers
Secretary
Cason L Trask
2511 Canterbury Rd
Wilmington NC 28403
President
C Heide Trask , Jr
2511 Canterbury Rd
Wilmington NC 28403
Stock
Class: COMMON
Shares: 1000000
No Par Value: Yes
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2 South Salisbury St.
Raleigh, NC 27601-2903
919-814-5400
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Data Provided Via SOSKB
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Administrators Association
North Carolina Consular Corps

cn
a.
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N
N
0
0
0
N
csi
0'
0
0
ro
0
c
J
to
0,
.
VICINITY MAP
SCALE: 1" = 2000'
THE DATA SHOWN HEREON IS BELIEVED TO BE ACCURATE, BUT THE
ACCURACY CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING ALL LEVELS, LOCATIONS, TYPES AND DIMENSIONS OF EXISTING
UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IF A
DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED.
WORK SHALL PROCEED UPON AUTHORIZATION GIVEN BY THE ENGINEER.
1-800-632-4949
NORTH CAROLINA
ONE CALL
LANES FERRY AT ROCKY POINT
800,000 GPD WASTEWATER
TREATMENT AND DISPOSAL SYSTEM
DEVELOPER:
HCT PENDER, LLC
2511 CANTERBURY ROAD
WILMINGTON, NC 28403
LIST OF DRAWINGS:
CIVIL
C1 COVER SHEET
C2 GENERAL JTES
C3 LEGEND & ABREVIATIONS
—C4
C5
C6
C7
C8
nA
--C 10
C11
C12
C13
ROCKY POINT TOWNSHIP
PENDER COUNTY, NORTH CAROLINA
REVISED FEBRUARY 2009
REVISED 9-7-21 FOR MINOR P1H1IRMTT MODIFICATION
CONSULTING ENGINEER:
BISSELL
Engineers, Planners, Surveyors
and Environmental Specialists
EXISTING SITE OVERVIEWSITE SOILS
DEVELOPMENT DIAGRAM, GREEN AREA EXHIBIT, & FEMA FLOOD ZONES
TREATMENT & DISPOSAL SYSTEM SITE MAP - PHASING, BOUNDARIES, & SETBACKS
TREATMENT PLANT SITE PLAN - SITE & GRADING PLAN AT BUILD -OUT
TREATMENT PLANT SCHEMATIC - PHASE 1
TREATMENT LA NT SCHEAA flr - ASE 2
TREATMENT PLANT SCHEFAATiv -- PHASE 3
THE ATIllENT PLANT -SCHEMATIC ---PHASE 4
TREATMENT & DISPOSAL HYDRAULIC PROFILE - PHASES 1---4—
TREATMENT PLANT PL." N-4,1E1AI - PHA SE-1—
C14 T®EATMEi i`i iN i-®L..i I' it IL.VV = F 1 I JE ♦��
C15 TREATMENT PLANT SECTION VIEWS = PHA SES---1-&-
C16 1 REATIYICNT PLANT PLAN V IE'VV P1-1i +SE 3
C17 T I L A I IYlL vT rrs 1-411-PLAkrI 4�'IL VV - Pnr►SE-3 (. JI11'D}
TDC ATME!NIT !NIT -PLANT SEC I N \/ICiAI _ PHASE CE 3
1 1 �1.-/'1 1 IVIL.I I� 1 v`V��1�1 .. �. - 1 1 1F%
♦J I .n7 1 I LJA %TIYIL II I I-L/ ►A1 T PLP A kl
V lI VV - I UIP L at
C20 TREATMENT- LA T-1 I 1 I OII V V = PHASE 4 (CON-T'D} -
C21- TREATMENT PLANT SECTION —VIEWS - PI -I ASE 4
C22—EFFLUENT
C23
C24
C25
C26
C27
C28
DI MAD
1 vmrmu-
STATION
DI A Al 01=1'1"1"A1 9 MC -TA 1I C`
r L.r10.1111 L.V 1 IV1`r, vie 1 AIL.V
EFFLUENT FORCE MAIN - PLAN, PROFILE, & PHASING
IAICILTD AA Tlf'V1A1 D A C1A1 f'11 ITI CT f`OIAITDri1 DI A AI CCf'T1f1A1 Q 1"1CTA II C
mi. i I I\1 II I D JII'1 VV LI 1 .1 VP Nor I I% #1 - U L.A111 VL.V 1 I%JIM, VG L/L. 1 AIL.V
INFILTRATION BASIN & GROUNDWATER LOWERING DRAIN - PLAN, SECTION, & PHASING
GR^UNDWATER DUUD V TATIfLA- PLAN, SECTION, VCTA lC
ENTRANCE ROADWAY & GROUNDWATER FORCE MAIN - PLAN & PROFILE
L. I`:TR," :IC` i #rr.i#wvr Y & GROviviairwrgi a `Ids-FOFaC'E MAIN �PL"A :' &PROFILE (CONT'D)
C29 G±±I OtJ1YVYYPIIER FORC-E 1vIf1I Y
C30—VROUIYVYYA 1 EI FORGE MIAMIPi
C31 CONSTRUCTION DETAILS
C32 CONSTRUCTION DETAILS
- PLANPROFILE(CV1V TD)
- PLAN & PROFILE -(COI 1 IJ)
FINAL DESIGN — NOT RELEASED
FOR CONSTRUCTION
Bissell Professional Group
3512 North Croatan Highway
P.O. Box 1068
Kitty Hawk, North Carolina 27949
[phone]
FAX [phone]
CONTROL BUILDING PLANS
MI
ru
n
O-PS AND BLOWER DUILi I-N
r'nNSTR-U
INSTRUMENTATION
11
CONSULTING HYDROGEOLOGIST
& SOIL SCIENTIST:
EDWIN ANDREWS & ASSOCIATES, P.C.
P.O. BOX 30653
RALEIGH, NC 27622
0: [phone]
F:[phone]
FLOOR PLANS & ELEVATIONS
rP ROCi E S S& i l'1 S T R U V l 1 l '1 TAT I O 14I- SCi I- T -I Ci
ELECTRICAL (NOT PART OF SET)
E-1 ELECTRICAL SITE PLAN - INSTALLATION
E-2 ELECTIRCAL SITE PLAN - INSTALLATION
E-3
E-4
E-5
E-6
E-7
E-8
E-9
OPERATORS BUILDING - POWER & LIGHTING PLAN
BLOWER BUILDING - POWER & LIGHTING PLAN
ELECTRICAL ONE LINE DIAGRAM
ELECTRICAL ONE LINE DIAGRAM
ELECTRICAL ONE LINE DIAGRAM
ELECTRICAL ONE LINE DIAGRAM
CONDUIT AND CABLE SCHEDULE
E-10 PANEL SCHEDULE, DISCONNECT AND MOTOR SCHEDULE
E-11 ELECTRICAL DETAILS AND PANEL SCHEDULES
E-12 ELECTRICAL DETAILS
NOTE:
ONLY MODIFIED SHEETS ARE INCLUDED IN THIS PERMIT MODIFICATION SET.
SUMMARY OF CHANGES:
• RELOCATED WWTP FROM NE TO SW CORNER OF SITE.
• MODIFIED ACCESS ROAD AND SITE PIPING/ELECTRICAL TO MATCH.
• ADDED COVERS TO FLOW EQUIPMENT AND DIGESTERS FOR AIR COLLECTION.
• ADDED ODOR CONTROL EQUIPMENT (CARBON ABSORBER)
• UPDATED LIGHTING SCHEDULE FOR BUILDINGS. (NOT PART OF THIS SET)
A ice}'
0362 r'
ti
� y INE,. �,
/ S „g;ssti\ N\
•
Bissell Professional Group
Firm License # C-956
I3512 North Crootan Highway
74 'ssEL
PO. Box 1068
Kitty Hawk, North Carolina 27949
[phone]
FAX [phone]
Engineers, Planners, Surveyors
and Environmental Specialists
i
COVER SHEET
THIS DOCUMENT IS THE SOLE PROPERLY OF BPG, INC. OF KITTY
HAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE OR
PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TO
BE MADE WITHOUT TI-IE EXPRESS WRITTEN CONSENT OF MARK S.
BISSELL., PRINCIPAL OF BPG, INC., COPYRIGHT 2005.
WASTEWATER TREATMENT & DISPOSAL SYSTEM
N'. 1414.I
REVISIONS
NO.I DATE I DESCRIPTION I BY
REV'D PER NCDENR COMMENTS
UPDATE PLAN SET 1
Permit Modification Revisions
ADDITIONAL INFORMATION 1

t
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♦
20
0
10
GRAPHIC SCALE
20
40
WWTP PHASE 4 - 800,000 GPD
/ ADDITIONAL 400,000 GPD
1 WALL PANEL CONSTRUCTION
MLE PLANT W/ RAPID SAND FILTERS
r BY MACK INDUSTRIES
0
0
0
0
0
0
0
0
SECURITY FENCE 0
TYPICAL 4' HIGH CI4AIN UNK
SECURITY FENCE LOCATED AROUND
PERIMETER OF PROCESSING AREA &
INFILTRATION INS
\
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444.
\
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BLOWER BUILDING
(38.8' X 24.0') 932 S.F. CMU BUILDING ON
SLAB FOUNDATION. HOUSES BLOWERS UTILIZED
FOR PHASES 3&4.
SLAB ELEV.: 14.5 MSL
\
\
4444
80
( IN FEET )
1 inch = 20 ft.
l
\
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0
0
0
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0
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0
0
0
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0
O WWTP
ACCESS
ROAD
0
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4444
\
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WWTP PHASE 3 - 400,000 GPD
400,000 GPD
WALL PANEL CONSTRUCTION
MLE PLANT W/ RAPID SAND FILTERS
BY MACK INDUSTRIES
1
1
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l
I
1
I
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WWTP PHASE 2 - 200,000 GPD
ADDITIONAL 100,000 GPD
DUAL TRAIN MLE PLANT
W/ FIXED MEDIA FILTERS
BY MACK INDUSTRIES
(CONVERTED TO DIGESTOR 0 PHASES
3 & 4)
0 0 0 0 0
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/
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35.0' _
HPUSING FLOOR DRAIN
ROVIDE FLOOR DRAIN W/
GRATE IN CEN ER OF
RECESSED HOUSING UNIT
W1 6" PERFORATED tCH -40
PVC T) 15 LF. OF 4' WIDE
FRENCH DRAIN AS SHOWN.
Tt
14,20
n
WWTP PHASE 1 - 200,000 G,PD
100,000 GPD
DUAL TRAIN MLE PLANT
W/ FIXED MEDIA FILTERS
BY MACK INDUSTRIES/
(CONVERTED TO EQUALIZATION
PHASES 3&4)
/
/
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►1
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/
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010
CAO
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,
.i . 4'
I ��•
OPERATORS BUILDING
\ (68.3' X 24.0') 1,640 S.F. CMU BUILDING ON SLAB
FOUNDATION.
44,
4444
SLAB ELEV.: 14.7 MSL
\
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444,
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44,4
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44.4
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EMERGENCY
GENERATOR
CATERPILLAR 550 KW —
GRINDER PUMP PACKAGE
MYERS SIMPLEX GRINDER PUMP PACKAGE
MODEL MG200 W/ MODEL WGL20 HP
SUBMERSIBLE GRINDER PUMP. UTIUZED
TO SERVICE OPERATOR'S BUILDING.
444,
44.4
44,
44.4
4" VALVE
\ /
—
—.
—:
I ;_._
• / ROADWAY IMPROVEMENTS
CARBON ABSORBER
HICARB 75 OR APPROVED
EQUAL (SEE SPECS)
CULVERT
(BY OTHERS)
POTABLE WATER SUPPLY
TYPICAL 2" SERVICE UNE
12'0 EFFLUENT
PUMP STATION
8" EFFLUENT FORCE MAIN
7 TO HIGH RATE INFILTRATION BASINS.
RECESSED BLOWER
HOUSING
HOUSES RECESSED
BLOWERS UTIUZED FOR
ALL PHASES.
CONSTRUCTED OF
REINFORCED CONCRETE
SLOPE FLOOR TO DRAIN.
NOTED ABOVE.
COVER SHADED TANKS
TO PROV)DE FOR AIR
COLLECTION. PIPE TO
ADSORBER W/ SCHD 40
PVC PrING
(SIZE SHOwN)
FM
WVVTP
HEADWORK
a CONCRETE ACCESS PAD
CONSTRUCTED FOR ACCESS TO
SOLIDS DUMPSTER & SLUDGE
HANDUNG HOOK—UP.
BULKHEAD PROVIDED.
14
13
INFLUENT FORCE MAIN
INSTALLED TO WWTP
(BY OTHERS)
INFLUENT FORCE MAIN
2" SCHD-40 PVC FORCE
MAIN FROM GRINDER PUMP
TO HEAD OF WWTP
HEADWORKS
SECURITY GATES
TYPICAL 30' WIDE SWING GATES.
HEIGHT TO MATCH THAT OF FENCE.
/,/
0
0
DIVERSION
DITCH NO. 3
(BY OTHERS)
GROUNDWATER LOWERING
DRAIN ACCESS MANHOLE
TYPICAL 4'0 MANHOLE
FIRE HYDRANT
ASSEMBLY
7\\
11
ASSELLBissell Professional Group
Firm License # C-956
3512 North Croatan Highway
P.O. Box 1068
Kitty Hawk, North Carolina 27949
[phone]
FAX [phone]
Engineers, Planners, Surveyors
and Environmental Specialists
TREATMENT PLANT SITE PLAN
SITE & GRADING PLAN @ BUILD OUT
"THIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTY
HAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE OR
PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TO
BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.
BISSELL, PRINCIPAL OF BPG, INC„ COPYRIGHT 2005.
ES FERRY
WASTEWATER TREATMENT DISPOSAL SYSTEM
REVISIONS
To
ix
a.
0
M
Qj
1/1:1/
'DNS riit ‘51131 PO
DATE:
02/06/18
SCALE:
1" = 20'
DESIGNED:
CHECKED:
DRAWN:
NAME
APPROVED:
APPROVED
SHEET:
C7 OF 32
CAD FILE:
435300B2
PROJECT NO:
4353

3:45 PM \\BPGS
ts\4353 Lane's F
FUTURE PHASE 4
FUTURE
BLOWER BUILDING
FUTURE PHASE 3
FUTURE PHASE 2
SODIUM
BICARBONATE
SOURCE
OPERATORS
CARBON
SOURCE
ALUM
SOURCE
BUILDING
I�
E.
l i j'
PROVIDE CAP &
VALUING FOR
CONNECTION TO
FUTURE PHASE 2
PLANT BLOWERS
MYERS SRA
GRINDER PUMP
PACKAGE
CAPPED FOR
CONNECTION TO
FUTURE PHASE 2
MEDIA DEWATERING PUMP
6" GALVANIZED
STEEL MAIN PLANT AIRUNES
(PROVIDE CAP & VALUING
FOR CONNECTION TO
FUTURE PHASE 2)
12" GALVANIZED
: STEEL MAIN PLANT
i� AIRUNE
2 ALUM SUPPLY
(PROVIDE CAP &
VALUING FOR
CONNECTION TO
FUTURE PHASE 2)
:
CARBON SUPPLY
(PROVIDE CAP &
VALUING FOR
CONNECTION TO
FUTURE PHASE 2)
12" GRAVITY
CONVEYANCE
TO U.V.
DISINFECTION
FIXED MEDIA
FILTER
(3,860 GAL)
FIXED MEDIA
FILTER
(3,860 GAL)
FIXED MEDIA
FILTER
(3,860 GAL.)
)
.
El-
, .
41P44P
CLARIFIER v CLARIFI
(6,27(6,279 G
CLARIFIER .q v CLARIF4 ,
(6,279 GAL) (6,27jAj[9GAL)
cr
41
1
T
PLANT
BLOWEIZE
11
PLANT
i � 1
r�D-DQii}-T
T
BLOWER
BLOWEPLANT
i—�-�avtJ
i .mcvmeNsiviail
4 FLOW
BLOWER
SODIUM BICARBONATE
SUPPLY CONNECTION
DUAL 6" INFLUENT
TRANSFER LINES CAPPED/
FOR CONNECTION TO
FUTURE PHASE 2
COARSE BUBBLE
DIFFUSERS
IN DIGESTER
I
4
4
4
T
4
T
11 4
6" GALVINIZED 4
STEEL AIRUNE T
TO FLOW EQ.\ •
T
4
T
T
T
T
T
4
3" GALVANIZED
STEEL AIRLINES TO FLOW EQ.
(PROVIDE CAP & VALUING
FOR CONNECTION TO
FUTURE PHASE 2)
REFER TO SHEET
C13 FOR TANK
COVER DETAILS
2" SCH40
DISPOSAL UNE
TO HEAD OF
HEADWORKS
POST
ANOXIC
(6,010 GAL)
RE-
AERATION
4,187 GAL.)
RE-
o AERATION
0 4,187 GAL)
POST
ANOXIC
(6,010 GAL.)
(10,520
AERATION
GAL)
AERATION
(10,520 GAL)
(10,520
AERATION
GAL)
J
T
IF
1
4
T
�-
AERATION
(10,520 GAL.,
r
T
(10,520
AERATION
GAL.)
`\ NITRATE
RETURN
UNE
AERATION
(10,520 GA
PRE
(10,520
-ANOXIC
GAL)
1�y
L3' fib.
o
u
r
MAIN AIRUNE
PRE -ANOXIC
10,520 GAL)
J
PRE
(10,520
-ANOXIC
GAL) .\
PHASE
6"
o TRANSFER
u
n
o
1
INFLUENT
LINES
(10,520
PRE -ANOXIC
G
u r
U r
o'y,
I
���
1`o EQUALIZATION /
DIGESTER
(401N20 GAL)
a
;,
(10,520 GAL)
4 4 IN-
tr
u
J.�RAS
DIGESTER
(10,520 GAL)
RETURN
\
r
""
u
FLOW
EQUALIZATION
(10,520 GAL) ;
(11- 4 IN
o 4 IN-t
�y-
DIGESTER
(10,520 GAL)
DIGESTER
ti .,
i rA,
r
T
i
U
FLOW
EQUALIZATION
(10,520 GAL)
_4%WATERING PUMP
* 4 IN4
rl-I-rI-I3-I-I•I I-I-trI I I• -I I I I rst-r-I•U•U•I•re•rw•I'I*I *I4 I'U4-I4'U I*rr
8 IN
4" D.LP SLUDGE
WASTING UNE I
CAPPED FOR
81N I 81N
8 IN
3" GALVANIZED
STEEL FLOW EQ. AIRLINE
FUTURE AIR
SCRUBBER
CONNECTION TO
FUTURE PHASE 2
BULKHEAD
4
4 4
"-SLUDGE AIR LIFTS
ALUM
SUPPLY
LOW LEVEL TRANSFER
PIPES CAPPED 0
PHASE 1 & 2
-_ CARBON
SUPPLY
NITRATE RECYCLE PUMP
RAS RETURN UNE
FINE BUBBLE
DIFFUSERS
/IN AERATION
MEDIA DEWATERING
DISCHARGE LINE
LOW LEVEL TRANSFER
PIPES CAPPED
PHASE 1 & 2
SODIUM BICARBONATE SUPPLY
FLOW SPUTTER BOX
DUPLEX FLOW EQ. PUMPS
LOW LEVEL EQ.
TRANSFER PIPE
OGEN ALL PHASES
Co
Co
8 IN-
4" SLUDGE WASTING
QUICK CONNECT
(3) 3"0 PVC CHEMICAL
CONVEYANCE CONDUITS
COARSE BUBBLE
DIFFUSERS
IN EQ.
10
INFLUENT FORCE MAIN
INSTALLED TO WWTP
(BY OTHERS)
0
8" EFFLUENT
FORCE MAIN
5
GRAPHIC SCALE
10
20
( IN FEET )
1 inch = 10 ft.
2" SCH40 DISPOSAL
UNE FROM
OPERATORS BUILDING
HEADWORKS
W/ MANUAL
BARSCREEN
INFLUENT FLOW METER VAULT.
z HOUSES MAGNETIC FLOW
METER FOR 12" INFLUENT UNE.
GRAVEL ACCES
DRIVE
CONCRETE ACCESS PAD
CONSTRUCTED 0 EXISTING
GRADE FOR ACCESS TO
SOUDS DUMPSTER & SLUDGE
HANDLING HOOK UP +
CARBON ABSORBERS.
HICARB MODEL 75 AIR
SCRUBBER (SEE
SPECIFICATIONS)
PROPOSED
BOLLARDS
(SEE DETAIL)
1/
A
362
�q�•.G/NE�.• �. �
//7 S.
! 81 SS\\ \\,
INFLUENT FORCE MAIN
INSTALLED TO WWTP
(BY OTHERS)
Bissell Professional Group
Firm License # mssELL 3512 North Croatan Highway
P.O. Box 1068
Kitty Hawk, North Carolina 27949
[phone]
FAX [phone]
Engineers, Planners, Surveyors
and Environmental Specialists
TREATMENT PLANT SCHEMATIC
PHASE 1 - 100,000 GPD
THIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTY
HAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE OR
PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TO
BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.
BISSELL. PRINCIPAL OF BPG, INC., COPYRIGHT 2005.
WASTEWATER TREATMENT & DISPOSAL SYSTEM
PIN FI- iI
REVISIONS
DATE I DESCRIPTION I BY
0
LT.,x
I REV'D PER NCDENR COMMENTS
UPDATE PLAN SET
ADD INFO RESPONSE
O
Q
f
t_
z
•
F
0
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rn
04
CV
MS
�
Z,� *-
c4i
M
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•-
-
.
-
fit. q qly/6
�NSTR�co
' V�P6
DATE:
SCALE:
11-18-08
1" = 10•
CESIGNED'.
CHECKED:
BPG
DMR
DRAWN:
APPROVED:
DMK
MSB
SHEET:
C8 OF 32
CAD FILE:
435300B2
PROJECT NO:
4353
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DUAL 6" PVC EFFLUENT TO PHASE 2 TREATMENT PLANT
COARSE BUBBLE DIFFUSERS IN
DIGESTERS AND FLOW EQUALIZATION ONLY
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'-0" FLOW EQ
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MANUAL BARSCREEN WITH 1 " CLEAR OPENINGS
ALUMINUM STOP PLATES
INFLUENT FORCEMAIN
9'-0" DIGESTER
1-0" FLOW EQ.
'-0" ANOXIC
6'-4"
[--91-0" ANOXIC
NEMA 4X FLOW EQ.
PUMP CONTROL PANEL
ONION
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9'-0" AERATION
SUBMERSIBLE MIXER, TYPICAL ALL ANOXIC TANKS
CHEMICAL FEED FOR CARBON SOURCE
SOCKET FOR PORTABLE HOIST
124'-0"
9'-0" AERATION
6" PVC RAS RETURN
10" PVC PIPE TRANSFER, TYPICAL
3" GALV. NITRATE RECYCLE
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2" GALV. FIXED MEDIA DEWATERING
PUMP DISCHARGE TO FLOW EQUAL.
ALUMINUM GRATING OVER
FLOW EQUALIZATION TANK OPENINGS
17'-6" PRE-TREATMENT SCREENING
MECHANICAL INFLUENT SCREEN
INSTALLED AT PHASE 3 EXPANSION
NEMA 4X STAINLESS STEEL INFLUENT
SCREEN CONTROL PANEL
INSTALLED AT PHASE 3 EXPANSION
LOCAL EMERGENCY STOP BUTTON
INSTALLED AT PHASE 3 EXPANSION
HALLIDAY MODEL S1S3648 HATCH (SEE SPECIFICATIONS)
HALLIDAY MODEL S2S7248 HATCH (SEE SPECIFICATIONS)
HALLIDAY MODEL S1S3060 HATCH (SEE SPECIFICATIONS)
HALLIDAY MODEL S1S3672 HATCH (SEE SPECIFICATIONS) FOR FUTURE MECHANICAL SCREEN
FINE BUBBLE DIFFUSERS IN AERATION
GALVANIZED GRIP STRUT GRATING OVER
ALL TANK OPENINGS EXCEPT FLOW EQUALIZATION
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PHASE 4
400,000 GPD WALL PANEL CONSTRUCTION
MLE PLANT WITH RAPID SAND FILTERS
PHASE 3
400,000 GPD WALL PANEL CONSTRUCTION
MLE PLANT WITH RAPID SAND FILTERS
PHASE 2
100,000 GPD MULTI -CELL DUAL TRAIN
MLE PLANT WITH FIXED MEDIA FILTERS
(CONVERT TO DIGESTOR AT PHASES 3 AND 4)
PLAN VIEW - ALL PHASES
SCALE: 1 "=30'
PHASE SHOWN THIS SHEET
PHASE 1
100,000 GPD MULTI -CELL DUAL TRAIN
MLE PLANT WITH FIXED MEDIA FILTERS
(CONVERT FLOW EQUAL. AT PHASES 3 AND 4)
ALL PHASES
ULTRAVIOLET DISINFECTION
FLOW METERING
TURBIDITY METER
PHASES 1 & 2
MANUAL BARSCREEN
PHASE 3 & 4
MECHANICAL SCREEN
WITH BARSCREEN BYPASS
CHEMICAL FEED FOR
7 PHOSPHOROUS CONTROL
17'-0" CLARIFIER
OD
6" GALV. MAIN AIRLINE TO BLOWERS
6" PVC CLARIFIER EFFLUENT
FIXED MEDIA DEWATERING PUMP
3'-0" Z / 17'-0" FIXED MEDIA FILTER
SERPINTINE WEIR
FOUR TROJAN D3001 M-1 OPEN CHANNEL UV DISINFECTION
UNITS IN SERIES TO PROVIDE MAX 14 FC/100 mL
(BAFFLED BASED ON FLOW RATES)
UV INTENSITY MONITORS WITH HOUR METERS
(ONE PER UV UNIT)
12" EFFLUENT
ALUMINUM 22 1/2' V-NOTCH WEIR
ALUMINUM GRATING OVER ENTIRE TANK
ULTRASONIC LEVEL SENSOR
ULTRASONIC FLOWMWETER WITH CHART RECORDER
TURBIDITY SENSOR
TURBIDITY MONITOR WITH CHART RECORDER
PHASE 1- TANK CAPACITIES
31,560 GALLON FLOW EQUALIZATION CAPACITY
31,560 GALLON SLUDGE HOLDING CAPACITY
42,080 GALLON PRE -ANOXIC CAPACITY
63,120 GALLON AERATION CAPACITY
12,010 GALLON POST ANOXIC CAPACITY
8,370 GALLON RE -AERATION CAPACITY
25,110 GALLON CLARIFIER CAPACITY
11,580 GALLON/288 SQ.FT. FIXED MEDIA TANKS (TOTAL)
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MACK CONCRETE INDUSTRIES
P.O. BOX 157 ASTATULA, FLORIDA 34705
[phone] [phone]
ASTATULA ORLANDO
MACK
INDUSTRIES
S
INFLUENT PARAMETERS- ALL
AVERAGE MONTHLY
265 mg/I BOD5
240 mg/I TSS
30 mg/I NH3-N
20 mg/I ORGANIC-N
50 mg/I TKN
0 mg/I NO3-N
0 mg/I NO2-N
50 mg/I TN
8 mg/I PHOSPHOROUS
100 mg/I ALKALINITY
6 TO 9 PH
PHASES
EFFLUENT PARAMETERS- ALL PHASES
AVERAGE MONTHLY
10 mg/I BOD5
5 mg/ TSS
2 mg/ NH3-N
1 mg/ ORGANIC-N
4 mg/ NO3-N
0 mg/ NO2-N
7 TN
3 mg/ TP
55 mg/I ALKALINITY
6 TO 9 PH
14 FC/100m1 FECAL COLIFORMS
DAILY MAXIMUM
15 mg/I BOD
10 mg/I TSS
6 mg/I NH3-N
25 FC/100rn1 FECAL COLIFORMS
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Bissell Professional Group
Firm License # C-956
R!SSELL
3512 North Croatan Highway
P.O. Box 1068
Kitty Hawk, North Carolina 27949
[phone]
FAX [phone]
Engineers, Planners, Surveyors
and Environmental Specialists
WASTEWATER TREATMENT PLANT
PLAN VIEW - PHASE 1
THIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTY
HAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE OR
PART, OR TIIE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TO
BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.
BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.
WASTEWATER TREATMENT & DISPOSAL SYSTEM
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DESCRIPTION
READ PER NCDENR COMMENTS
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DATE
SCALE:
11-18-08
1/4"=1.0
DESIGNED:
CHECKED:
BI'G
DMZ
ORANM:
APPROVED:
DMK
MSB
SHEET:
C13
OF 32
CAD FILE:
435300B2
PROJECT NO:
4353

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SOLIDS DISCHARGE CHUTE
TO DUMPSTER
SOLIDS DUMPSTER
CAST IN PLACE CONCRETE PAD
12" PVC EFFLUENT TO FLOW EQ.
PRECAST CONCRETE TANK AND FLOW CHANNELS
4" TO 6" FINE AGGREGATE SUB —BASE
MECHANICAL INFLUENT SCREEN
INSTALLED AT PHASE 3 EXPANSION
17'-6" INFLUENT SCREEN
SECTION A -A
6" PVC RAS RETURN
GALV. STEEL AIRLINE
10" PVC TRANSFER
�F
LEVEL SWITCHES
INFLUENT FORCEMAIN
0
2" PVC DEWATERING PUMP DISCHARGE
6" PVC HIGH WATER OVERFLOW PIPE
DUAL 6" PVC INFLUENT TO FUTURE PHASE 2
10" PVC LOW LEVEL TRANSFER PIPE
CAPPED TO AERATION FOR PHASES 1 & 2, REMOVE CAP FOR
PHASE 3 CONVERSION TO FLOW EQUALIZATION
3" PVC PUMP DISCHARGE
DUPLEX SUBMERSIBLE 1 HP. FLOW
EQUALIZATION PUMPS FOR PHASES 1 & 2
10" PVC LOW LEVEL TRANSFER PIPE
CAPPED FOR PHASES 1 & 2, REMOVE CAP FOR
PHASE 3 CONVERSION TO FLOW EQUALIZATION
FINE BUBBLE DIFFUSERS IN AERATION ONLY
PORTABLE HOIST FOR PUMP REMOVAL
3" GALV. DISCHARGE
CHEMICAL DISCHARGE FOR METHANOL
17'-0" AERATION
SECTION D-D
9 0" POST ANOXIC
41414 -41 s -:e eY Y *24.1- s7c + 1+-_ -&,
17'-0" CLARIFIER
10" PVC LOW LEVEL TRANSFER PIPE
CAPPED FOR PHASES 1 & 2, REMOVE CAP FOR
PHASE 3 CONVERSION TO FLOW EQUALIZATION
1/2 HP. SUBMERSIBLE
NITRATE RECYCLE PUMP
SECTION G-G
3" PVC CARRIER CONDUITS FOR
CHEMICAL FEED LINES
HIGH WATER LEVEL ALARM LIGHT
NEMA 4X FRP PUMP CONTROL PANEL
17'-0" FLOW EQUALIZ • TION
CONCRETE DIVIDER WALL
10" PVC TEE TRANSFER
3" PVC CARRIER PIPE FOR
CHEMICAL FEED LINE
10'-0"
N
SECTION B-B
PRESSURE BELL LEVEL SENSOR
-4" POST ANOXIC—6'-6" RE-AERATION-
17'-0" POST ANOXIC, RE -AERATION
12" PVC TRANSFER TO CLARIFIER TANKS
SUBMERSIBLE ANOXIC MIXER
2" SQ. STAINLESS STEEL GUIDE MAST
DEWATERING PUMP ON —OFF SWITCH
6" PVC KNIFE GATE VALVE FOR FLOW SHUT—OFF
ALUMINUM BOX WITH ADJUSTABLE WEIR
PVC BAFFLE
48" X 72" ALUMINUM DOUBLE ACCESS HATCHES
(TO PREVENT ALGAE GROWTH) THREE PER TANK
12'-4"
17'-0" FIXED MEDIA FILTER
SECTION E-E
NEMA 4X FRP SCREEN CONTROL PANEL
INFLUENT FORCEMAIN
9'-6" INFLUENT SCREEN
12" PVC GRAVITY INFLUENT LINE
MIN. SLOPE OF "/FT
10" PVC TRANSFER TEE
2" SQ. STAINLESS STEEL GUIDE MAST
10" PVC LOW LEVEL TRANSFER PIPE
CAPPED FOR PHASES 1 & 2, REMOVE CAP FOR
PHASE 3 CONVERSION TO FLOW EQUALIZATION
NEMA 4X FRP ANOXIC SUBMERSIBLE ANOXIC MIXER
MIXER CONTROL PANEL
CHEMICAL FEED DISCHARGE FOR
PHOSPHOROUS CONTROL
GALV. STEEL AIRLINE
6" PVC COMMON RAS RETURN
2" GALV. AIRLINE
3" PVC SLUDGE AIRLIFT
12" PVC CLARIFIER INFLUENT
10" PVC LOW LEVEL TRANSFER PIPES
CAPPED FOR PHASES 1 & 2, REMOVE CAPS FOR
PHASE 3 CONVERSION TO FLOW EQUALIZATION & DIGESTER
" PVC RAS RETURN / NEMA 4X FRP ANOXIC
/ MIXER CONTROL PANEL
3" GALV. NITRATE RECYCLE RETURN
GALV. STEEL AIRLINE
17'-0" ANOXIC
SECTION C-C
6" PVC VENT/INSPECTION
/ 3" PVC UNION
/ 1" GALV. AIRLINE
1" BALL VALVE
ADJUSTABLE SKMMMER
30' PVC ELBOW
NOTE: SLUDGE AIRLIFT & WEIR
COMPONENTS WILL BE REMOVED
AND DROP TYPE COARSE
BUBBLE DIFFUSERS ADDED AT
CLARIFIER CONVERSION TO
FLOW EQ./DIGESTER © PH3/4
UV MODULES ALUMINUM STAIRWAY
UV CHANNEL WATER LEVEL
12" PVC EFFLUENT TO
UV DISINFECTION
ADJUSTABLE ALUMINUM
WEIR TROUGH
FIXED MEDIA FILTRATION PANELS,
96 SQ. FT. EACH TANK
ALUMINUM ANGLE SUPPORTS
1/2 HP. SUBMERSIBLE DEWATERING PUMP
0
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CO
SERPINTINE UV WEIR
17'-6" UV DISINFECTION
SECTION H-H
MACK CONCRETE INDUSTRIES
P.O. BOX 157 ASTATULA, FLORIDA 34705
[phone] [phone]
ASTATULA ORLANDO
MACK
INDUSTRIES
I
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9'-0" CLARIFIER
SECTION F-F
9'-0" CLARIFIER
ALUMINUM STILLING BAFFLE
ULTRASONIC FLOWMETER SENSOR
TURBIDITY SENSOR
22 1/2 DEGREE V—NOTCH WEIR
12" PVC INFLUENT
FROM FILTERS
12" PVC EFFLUENT
ALUMINUMGRATING
6"
-Art -
13'-0" FLOW METERIN
12" PVC EFFLUENT
0.8 MGD WATER LEVEL
0.1 MGD WATER LEVEL
LOW WATER LEVEL/BOTTOM OF V—NOTCH
12" PVC INFLUENT FROM UV DISINFECTION
SECTION I -I
d
ASSELL
Engineers, Planners, Surveyors
and Environmental Specialists
WASTEWATER TREATMENT PLANT
SECTION VIEWS - PHASES 1 & 2
TIIIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITI'Y
HAWK, NORTH CAROLINA. THE REPRODUCTION, IN WIIOLE OR
PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS MIMEO
BE MADE WITI IOUT TIIE EXPRESS WRITTEN CONSENT OF MARK S.
BISSELL, PRINCIPAL, OF BPG, INC., COPYRIGHT 2005.
PROJECT:LANES FERRY
ROCKY POINT TOWNSHIP PENDER COUNTY NORTH CAROLINA
WASTEWATER TREATMENT & DISPOSAL SYSTEM
REVISIONS
DESCRIPTION
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DATE:
11-18-08
SCALE:
1/4"=1.0'
DESIGNED:
CHECKED:
DMR
"DRAWN:
DMK
APPROVED:
MSB
SHEET:
C15
OF 32
CAD FILE:
435300B2
PROJECT NO:
4353
/

LANES FERRY ADDITIONAL INFORMATION
1. Access Door Specifications
2. Access Door Details
3. Carbon Adsorber Specifications
4. HICARB-75 Details
5. HICARB-75 0 & M Manual
6. Calculations for Equipment Selection
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SPECIFICATIONS
Series S-S Access Door
STANDARD WITH SPRING ASSIST
Specifications
• Cover Leaf(s): 1/4" (7mm) aluminum diamond plate.
• Angle Frame: 1/4" (7mm) aluminum with continuous anchor
flange.
• Frame Coating: Bituminous coating where in contact with
concrete.
• Load Rating: 300 lbs. psf (1464 kg. psm) uniform live load.
• Locking System: Type 316 stainless steel slam lock with
removable key.
• Cover equipped with the following stainless steel features:
spring assists, T-316 tamper proof attaching hardware,
automatic T-316 hold open arm with aluminum latch.
• Cushion / Gasket: neoprene.
• Guarantee: Access covers shall carry a lifetime guarantee against
defects in material and/or workmanship.
Specifications
The S1S (single leaf) and S2S (double leaf) series access frames and
covers as manufactured by Halliday Products, Inc. of Orlando, Florida
shall have a 1/4" (7mm) thick one-piece, mill finish, extruded aluminum
frame, incorporating a continuous concrete anchor. A bituminous coating
shall be applied to the frame exterior where it will come in contact with

concrete. Door panel shall be 1/4" (7mm) aluminum diamond plate,
reinforced to withstand a live load of 300 lbs. psf (1464 kg. psm).
Uniform live load. Doors shall open to 90 degrees and automatically lock
with a T-316 stainless steel hold open arm with aluminum release
handle. For ease of operation, the hold open arm shall incorporate an
enclosed stainless steel compression spring assist. Doors shall close flush
with the frame and rest on a built-in neoprene cushion/gasket. Hinges
and all fastening hardware shall be T-316 stainless steel. Unit shall lock
with a T-316 stainless steel slam lock with removable key and have a
non -corrosive handle. Unit shall carry a lifetime guarantee against
defects in material and/or workmanship.

SERIES S1 S ACCESS DOOR
STANDARD FEATURES:
•300 LBS. PER SQ. F. LOAD RATING
(1464 kg PER SQ. METER LOAD RATING)
•EXTRUDED ALUMINUM ANGLE FRAME
• SINGLE LEAF CONSTRUCTION
• AUTO —LOCK T-316 STAINLESS STEEL
HOLD OPEN ARM WITH RELEASE HANDLE
•T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE
•T-316 STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY
• STAINLESS STEEL COMPRESSION SPRING ASSIST
• BUILT—IN EPDM CUSHION/GASKET
• NON —OZONE DEPLETING BITUMINOUS COATING
•RECESSED LIFTING HANDLE
• LIFETIME GUARANTEE
SLAM
LOCK
LIFTING HANDLE
7
C OPENING
Af
A OPENING
OVERALL
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3"
(76 mm)
TYP.
1/4" (7 mm) THICK DIAMOND
PATTERN ALUM. COVER PLATE
��BITUMINOUS
COATING
A OPENING
SECTION A —A
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www.HallidayProducts.com
Phone [phone]
Fax [phone]
[e-mail]
STANDARD SIZES
QTY.
MODEL
NO.
A DIM.
INCHES
(MM)
C DIM.
INCHES
(MM)
UNIT WT.
LBS.
(KG.)
S1S2424
24
(610)
24
(610)
37
(17)
S1S2430
24
(610)
30
(762)
42
(19)
S1S2436
24
(610)
36
(914)
48
(22)
S1S2442
24
(610)
42
(1067)
55
(25)
S1S2448
24
(610)
48
(1219)
61
(28)
S1 S3030
30
(762)
30
(762)
49
(22)
S1S3036
30
(762)
36
(914)
57
(26)
S1S3042
30
(762)
42
(1067)
64
(29)
S1S3048
30
(762)
48
(1219)
71
(32)
S1S3054
30
(762)
54
(1372)
79
(36)
S1S3060
30
(762)
60
(1524)
87
(39)
S1S3636
36
(914)
36
(914)
65
(25)
S1S3642
36
(914)
42
(1067)
79
(36)
S1S3648
36
(914)
48
(1219)
85
(39)
S1S3654
36
(914)
54
(1372)
91
(41)
S1S3660
36
(914)
60
(1524)
100
(45)
S1S3666
36
(914)
66
(1676)
109
(49)
S1S3672
36
(914)
72
(1829)
116
(53)
S1S4242
42
(1067)
42
(1067)
93
(42)
S.STL.
SPRING
DETAIL
T-316 S.STL.
HINGE WITH
TAMPER PROOF
FASTENERS
(COVER SHOWN IN
OPEN POSMON)

ODOR CONTROL SPECIFICATION
ODOR CONTROL EQUIPMENT — Model HICARB-75 Carbon Adsorber
DESCRIPTION
A. Scope
1. Work in this section includes providing a foul air carbon adsorber for removal of odorous
compounds, primarily consisting of hydrogen sulfide and hydrogen sulfide mercaptans.
B. Equipment
1. Odor control vessel shall be constructed of white fiberglass reinforced plastic with 6-inch air inlet
and 1'/z" condensation drain.
2. NO CARBON STEEL DRUMS SHALL BE ALLOWED.
3. Odor control vessel shall use a Raised Plenum Airflow Distribution system for even air flow
through vessel.
4. Odor control vessel shall be equipped with three (3) air sample ports to indicate when remaining
media life is 75%, 50% and 25% for scheduled media change -out.
5. Odor control vessel shall contain 75 cubic feet of media with air flows not to exceed 15 cfm per
cubic foot of media.
6. Treated air shall be discharged though an 8" diameter x 12" tall stack with rain cap.
7. Odor control vessel shall be supplied with a corrosion resistant cast aluminum blower with a 5.0
hp stainless steel "Washdown/Inverter Duty" electric motor capable of up to 1,000 cfm of air flow
through the vessel.
8. No plastic blowers shall be allowed.
9. The blower/ motor shall be mounted on an aluminum pedestal. No carbon steel painted pedestals
shall be allowed
10. All internal and external blower hardware shall be stainless steel.
C. Media
1. The up -flow vessel shall contain 75 cubic feet of NON -IMPREGNATED HICARB-721-HC
blended media for complete odor control. HICARB-721-HC is a special homogenous blend of
three different medias for a broad range removal of odors found in wastewater collection systems.
2. Single medias targeting specific odor compounds that do not allow for complete odor control shall
not be acceptable.
3. All H2S targeting media shall have a minimum .30 gH2S/cc media breakthrough capacity for
hydrogen sulfide.
4. Granular media SHALL NOT be allowed
5. Media shall not require water addition for normal operation.
6. Media shall be completely non -biological and not be dependant on any living organisms for odor
removal.
7. Media shall be able to reach full removal efficiency immediately after system startup.
8. Media Life @ 25 ppm average H2S and 1,000 cfm shall be 1-year or greater.
QUALITY ASSURANCE
A. Start-up and Testing
1. The system manufacturer shall furnish the services of a representative that has complete
knowledge of the system and its components, to help with installation and inspect the final

installation, train operating personnel in the proper operation and maintenance and to supervise
testing of the system.
2. The system shall be tested under actual operating conditions. The supplier shall furnish all labor
and equipment necessary for air flow and H2S testing. The test shall last for two (2) consecutive
hours and samples shall be taken from the inlet and outlet of the scrubber system to verify
performance.
B. System Performance
1. The odor control system shall demonstrate the following performance when operating under design
flow conditions indicated in the specification.
INLET OUTLET
1-10 ppm H2S 0.1 ppm H2S
Greater than 10 ppm H2S 99% H2S removal
2. The system shall achieve specified performance immediately upon start-up with no chemical addition
and with no biological requirements. Systems requiring an acclamation period to achieve the specified
performance shall not be accepted.
C. Warranty
1. The equipment (MEDIA EXCLUDED) shall be warranted in both material and workmanship for a
period of three (3) years after installation. This period shall not exceed beyond thirty (30) months
after delivery of equipment to jobsite.
End of Section

NO.
QTY.
DESCRIPTION
FRP CONSTRUCTION
RESIN TYPE COREZYN CORVE 8442 WITH 1.5% ANTIMONY TRIOXIDE TO
PROMOTE SELF-EXTINGUISTING PROPERTIES AND MEET A CLASS I FLAME
SPREAD RATING OF 25 OR LESS. FRP LAMINATE TO CONSIST OF: 10 MILS C
VEIL (90% RESIN, 10% GLASS) 10 MILS NEXUS VEIL (90% RESIN, 10%
POLYESTER) %6" TYPE "E" CHOPPED STRANDED GLASS (75% RESIN, 25%
GLASS) EXTERIOR TO BE COATED WITH COMMERCIAL GRADE VIRON WHITE
GEL -COAT CONTAINING ULTRAVIOLET INHIBITORS. RESIN ALL CUT EDGES.
B"o I.D.
2318"x%" UNDRILLED
PS 56-69 FLANGE
PS 15-69
ACCESS DOOR
WITH FRP COVER
6
4"
AIR INLET
ELBOW DETAIL
180' T
OmI D.
.D.
(26) 518"e HOLES
64"e B.C.
202.5'
4"x6" FRP
RECT. TUBE
247.5'
112.5'
693(6" O.A.
90'
292.5'
SAMPLE PORT
WITH PVC PLUG
22.5'
0'
337.5'
663'6"
0.A.
24' s"
1 04"
18"
GRAPH TE
PAINTED
FILL RING
AROUND INSIDE
COMPANY LOGO
TYP. (2) PLACES
)4"e SST
GROUND ROD
ROUND INLET
WITH 45' ELBOW
INLET
E> re I.D.
HICARB //
15"
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SUPPORT
POST
60" \
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FRP HICARB-75 WS-60 VERTICAL CARBON SCRUBBER
19"
12"
FILL
12"
(3) 5"e PVC
SAMPLE PORTS
WITH STRAINER 12"
Co FRP HALF
MOON SUPPORT
% e
POLYETHYLENE PIPE
TO HOLD MESH
60"e O.D.
129X"
906"
Ya"
HICARB CARBON SCRUBBER
900 CFM 48" PACKING DEPTH
SHIPPING WEIGHT: 604 LBS.
(1) REQUIRED
NOTES:
1. ALL HARDWARE TO BE 316SST SHIPPED LOOSE.
2. TANK COVER TO SHIP LOOSE.
VESSEL
WALL
16 2066"e MESHPOLYPRO
Yz" I—
II II II II II II II
Lr�II �II II II II II II JII II II
_1L L___L___JL__
4"
57"o
1X" MOLDED
FRP GRATING
POLYPRO MESH INSTALLATION
SCRUBBER FILL
BY OTHERS
u
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F
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J
518" SCRUBBER ,
BOTTOM
N
11L J_ LJ_ LJ_ LJ_Li=4=
r
J
4"x6" FRP
RECT. TUBE
J
23
1B"e ACCESS DOOR
22
)4"e PVC 90' ELBOW
21
)'z"e PVC THD. PLUG
20
)i"e FRP THD COUPLING
19
4
SST LIFTING LUG
18
SST HOLD DOWN LUG
17
16ft
3a"e POLYETHYLENE PIPE
16
INDUSTRIAL NETTING POLPRO 20 MESH
WP0800 100`e
15
1X" FRP MOLDED GRATING 57"e
14
12"e PS 15-69 INLET
13
1X" FRP THD PLUG
12
2
1X" FRP THD HALF COUPLING — DRAIN
11
SST MAGNEHELIC MOUNT
10
2
)'X" PVC 90' ELBOW
2
X" FRP THD COUPLING — MAGNEHELIC PORT
1"e FRP THD HALF COUPLING
7
1"e PVC THD PLUG
6
35"e 316SST GROUNDING ROD
5
3
)5"e THD STRAINER
4
3
)'z"e THD 90' ELBOW
3
3
)5"e PVC NIPPLE — 4" LONG
2
3
Yz`e PVC PLUG
3
)'z"e PP THD FULL COUPLING
NO.
QTY.
DESCRIPTION
THICARB-75 VERTICAL CARBON SRUBBEF
USER
JEA BUCKMAN WRF
REP.
HEYWARD INC.
JOB NUMBER
HWM-53708
DATE 6/22/21
SHEET 5 OF 5
DRAWN BY
MATT MINER
THIS DRAWING IS PROPERTY OF VIRON INTERNATIONAL
CORPORATION. IT IS NOT TO BE COPIED. DUPIJCATED
OR USED IN ANYWAY DETRIMENTAL TO VIRON
INTERNATIONAL CORPORATION.
HIBOCS/AICRRB ODOR CONTROL SYSTEMS
"Simple Economical Effective!"
"ARREST YOUR ODORS"
H:\MSdesignsuob Files\53000\Heyward Florida\HWM-53708\53708-05 WS-60 FRP Hicarb-75.dwg, 6/22/2021 4:08:39 PM

Installation, Operation & Maintenance
Instructions
FOR
HICARB ODOR CONTROL SYSTEMS
"Simple.....Economical.....Effective"
"ARREST YOUR ODORS"
Model
HICARB-75
MANUFACTURED BY
Heyward
MOM, .c IM.GMTEO
415 Country Club Drive
Winter Park, FL 32789
PI3:407-628-1880
00 LLL i heywardfl.com
FOR
Lanes Ferry
Residential Development WWTP
January 2022

TABLE OF CONTENTS
1.0 DESCRIPTION
1.1 HICARB ODOR CONTROL SYSTEMS
2.0 INSTALLATION
2.1 INSTALLATION INSTRUCTIONS
2.2 SYSTEM INFORMATION
3.0 MAINTENANCE & OPERATION
3.1 START-UP
3.2 ROUTINE CHECKS
3.3 BLOWER MAINTENANCE
3.4 RECOMMENDED SPARE PARTS
4.0 MEDIA REMOVAL / REPLACEMENT
4.1 INSTRUCTIONS
5.0 SPECIAL PRECAUTIONS
5.1 MEDIA HANDLING
5.2 IMPREGNATED MEDIAS
6.0 WARRANTY
6.1 HICARB ODOR CONTROL SYSTEM WARRANTY
6.2 REPLACEMENT MEDIA
7.0 TROUBLESHOOTING
8.0 VESSEL DRAWING
9.0 BLOWER AND MOTOR DATA
10.0 HICARB DATA SHEET
11.0 MEDIA DATA SHEET
11.1 MSDS

HICARB ODOR CONTROL SYSTEMS
"Simple.....Economical.....Effective"
"ARREST YOUR ODORS"
1.0 - DESCRIPTION
1.1 - The HICARB Series Odor Control Vessels are designed to remove odorous, corrosive and
potentially harmful hydrogen Sulfide (H2S) along with other odorous organic compounds from the foul air
stream. The vessels consists of a high quality FRP vessel containing H2S specific and virgin carbon
polishing media, a raised plenum air inlet distribution system, a corrosion resistant cast aluminum blower
with stainless steel washdown duty electric motor that pulls the foul air from the source and pushes it
upward through the media in the vessel. The primary H2S specific media removes incoming hydrogen
sulfide (H2S) along with some organic type odors. If required, layered and mixed media combinations are
available for removal of many organic or mercaptan odors that may be present. The purified air is then
discharged via a 10" discharge outlet with rain cap. A 1-1/2" drain valve is provided on the vessel to
remove any condensation that may accumulate. Three (3) 1-1/2" sample ports are also located on the side of
the vessel for air sampling to help determine remaining media life.
2.0 - INSTALLATION
2.1— (1) Locate vessel and blower in desired location. A firm base of concrete is
recommended for permanent installation.
(2) Remove top and bottom manways to inspect tank internals for any damage during shipment and
to make sure media support and media retention screen are in place.
(3) Attach suction pipe from the foul air source to blower inlet using rubber fittings supplied.
(4) Attach discharge pipe from rubber fitting supplied on blower to
vessel via the supplied rubber fittings.
(5) Attach 3" condensate drain valve from vessel to appropriate drain.
(6) Remove top manway of vessel and fill with appropriate amount of media. Make sure that
carbon media support grating and media retention screen is in place before installing media.
PLEASE REFER TO SPECIAL PRECAUTIONS SECTION IN THIS MANUAL BEFORE HANDLING MEDIA.
(7) Replace top manway of vessel and replace and tightening all bolts,
(8) Make sure blower is properly wired for provided site voltage (Low/High) and
make electrical connections to blower control panel.
(9) Turn blower on and confirm proper rotation of fan as indicated on fan housing.
(10) Check for proper vacuum at station and adjust airflow with valves/VFD as
needed.
2.2 — SYSTEM INFORMATION
HICARB-25 HICARB-50
Blower Inlet Connections 4/6 -inch 4/6 -inch
Blower Outlet Connections 5-inch 4-inch
Media Quantities —25ft3 -50ft3
Recommended CFM <400 CFM <800 CFM
HICARB-75
7-inch
6-inch
75ft3
<1,000 CFM

3.0 - MAINTENANCE & OPERATION
3.1 - Start-up: To start-up the system, simply turn on the blower and check discharge air flow. Should air
flow be higher than the recommended airflow (See chart section 2.2) an inline valve or blower VFD may
be required for proper air flow adjustment. Since the proper air flow was adjusted at start-up, the valve
position or VFD hertz setting should be noted by operator for future reference if needed.
3.2 - Routine checks: Inlet, vessel sample ports, and discharge air should be checked bi-weekly with
calibrated H2S meters for H2S concentrations. A record of H2S concentration readings can be useful in
estimating media life and media replacement scheduling. The condensate should also be check on a bi-
weekly basis. This is achieved by opening the 3" drain valve located at the bottom of the vessel. If only a
small amount of water is present, then this task can be performed on a less frequent basis. If excessive
amounts of condensation are present, a moisture separator may be needed prior to the blower. Please
contact Heyward Incorporated for information regarding the moisture separator.
3.3 - Blower Maintenance: Motor amps should be checked at start-up and recorded for future reference.
The stainless steel washdown duty motors have sealed bearings and DO NO require any lubrication
3.4 - Recommended Spare Parts: There are no spare parts required for the HICARB Series Odor Control
Vessels. However, it is strongly recommended that a spare charge of replacement media be on hand to
eliminate any odor control downtime where odor complaints can arise from. If equipped, the blower VFD
panel comes with a spare fuse which is a standard off the shelf item available locally.
4.0 - MEDIA REMOVAL / REPLACEMENT
4.1 - When the media is expended and no longer removing H2S or other odors it requires changing.
Remove the top manway of the vessel and use a vac -truck to remove the media. The new media can then be
placed into the vessel using step #6 in the installation procedure. Always make sure the carbon media
support and media retention screen is in place before installing media. Removed media can generally be
taken to a landfill for disposal. Please check with local solid waste authorities for proper disposal.
PLEASE REFER TO SPECIAL CAUTIONS SECTION IN THIS MANUAL BEFORE HANDLING MEDIA.
5.0 - SPECIAL PRECAUTIONS
5.1— HICARB ODOR CONTROL SYSTEMS utilize non -hazardous media according to the definition
for "Health Hazard" and "Physical Hazard" provided in the OSHA Hazard Communication Law (29 CFR
1910). However, special precautions should be taken when handling media such as the use of dust masks
and rubber gloves.
5.2 — IMPREGNATED MEDIA'S - HICARB ODOR CONTROL SYSTEMS WE DO NOT USE NOR
DO WE RECOMMEND THE USE OF IMPREGNATED MEDIA'S IN OUR SYSTEMS DUE TO THE
RISK OF BED FIRES. ANY USE OF IMPREGNATED MEDIA'S WILL VOID ALL WARRANTIES
AS LIS 1ED BELOW.
6.0 - WARRANTY
6.1 - Heyward Florida Incorporated warrants all HICARB ODOR CONTROL SYSTEMS to be free from
defects in material and workmanship under normal service for thirty-six (36) months from the August 14,
2019 start-up date. Media life is based on the concentration of contaminants in the air stream. Since
contaminant levels can fluctuate continuously, media life is not covered under this warranty. THESE
PROVISIONS CONSTITUTE SELLERS SOLE WARRANTY AND HEYWARD FLORIDA
INCORPORATED MAKES NO OTHER WARRANTY, EXPRESS OR IMPLIED. THERE IS NO
EXPRESS OR IMPLIED WARRANTY OF MERCHANTABILITWND NO EXPRESSED OR
IMPLIED WARRANTY OF FITNESS FOR ANY PARTICULAR PURPOSE.

6.2 - Replacement media is available from:
Heyward Florida Incorporated
415 Country Club Drive
Winter Park, FL 32789
PH: 407-628-1880
[e-mail]
NOTE: MANY TYPES OF MEDIA ARE AVAILBLE FOR HICARB ODOR CONTROL SYSTEMS, PLEASE CONSULT
LOCAL REPRESENTATIVE ABOVE TO SELECT PROPER MEDIA FOR YOUR INSTALLATION
HICARB Specially Blended Media
DESCRIPTION
HICARB specialty media's are blended to your specific odor control problems and
designed for removal of a broad range of odors. Whether used alone or combined in
two -stage treatment systems, our HICARB media is specially blended for site
specific odor control and is not a "one size fits all" approach to complete odor
control. Our media comes in many configurations and special blends to target
hydrogen sulfide, sulfur dioxide, mercaptans, and other organic compounds.
7.0 - TROUBLESHOOTING
PROBLEM
POSSIBLE CAUSE
ACTION
Little to No air flow
(assuming blower is running)
Blower running backwards
Check and correct wiring
Inlet valve to odor control is closed or
partially closed
Open and adjust valve to proper air
flow
Blower speed set too low on VFD
Increase blower speed on VFD
Condensation buildup in suction or
discharge lines
Check for low spots in piping, dram any
accumulated water, and reconfigure
piping so as not to collect condensate
Install grease/moisture separator before
blower
Plugged grease/moisture separator
(IF SUPPLIED)
Drain and clean grease/moisture
separator
Media has become compacted and
biologically fouled due to low or
improper air flow and high humidity
Replace media and check air flow.
Install grease moisture separator if
needed
Odors coming from unit
Media is spent
Replace media
Improper media for contaminants
being removed
Have air tested and get with local
representative on proper media selection
Improper air flow
Adjust to recommended air flows
Blower not running
Power supply to blower has been
interrupted
Re-establish power supply to blower and
restart
VFD fault or malfunction
Look for VFD fault code and refer to
VFD instruction manual
Bad motor
Replace motor
Blower motor making noise
Bad motor bearings
Repair or replace motor

NO.
QTY.
DESCRIPTION
FRP CONSTRUCTION
RESIN TYPE COREZYN CORVE 8442 WITH 1.5% ANTIMONY TRIOXIDE TO
PROMOTE SELF-EXTINGUISTING PROPERTIES AND MEET A CLASS I FLAME
SPREAD RATING OF 25 OR LESS. FRP LAMINATE TO CONSIST OF: 10 MILS C
VEIL (90% RESIN, 10% GLASS) 10 MILS NEXUS VEIL (90% RESIN, 10%
POLYESTER) %6" TYPE "E" CHOPPED STRANDED GLASS (75% RESIN, 25%
GLASS) EXTERIOR TO BE COATED WITH COMMERCIAL GRADE VIRON WHITE
GEL -COAT CONTAINING ULTRAVIOLET INHIBITORS. RESIN ALL CUT EDGES.
8"m I.D.
2)16"x)fi" UNDRILLED
P5 56-69 FLANGE
PS 15-69
ACCESS DOOR
WITH FRP COVER.
6
-I.— 4"
AIR INLET
ELBOW DETAIL
180' T
Om I.D.
(26) 516"m HOLES
64"m B.C.
202.5'
4"x6" FRP
RECT. TUBE
8"
GRAPH TE
PAINTED
FILL R NG
AROUND INS DE
WO SST
GROUND ROD
ROUND INLET
WITH 45' ELBOW
15"
247.5'
COMPANY LOGO
TYP. (2) PLACES
69416" O.A.
12
90'
292.5'
22.5'
0'
337.5'
66$'6"
0.A.
POLYETHYLENE PIPE
TO HOLD MESH
60"e 0.D.
10"
7¢"m
SAMPLE PORT
WITH PVC PLUG
HICARB
/
6 0 " \
{ll�ii = Fi_Ll_Ll_Ll�l�ili� i� it lIt'�
II
-- i iiir
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ILL
4"m FRP
SUPPORT
POST
7
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19"
12"
(3) 5"m PVC
SAMPLE PORTS
WITH STRAINER 12"
6`e FRP HALF
MOON SUPPORT
T 8"
24' e"
104"
129X"
FILL
94(5"
SCRUBBER ,
BOTTOM
VESSEL
WALL
5, ^ 66"m POLYPRO
20 MESH
1"
~
_I
1
1II II
II II Illy
II
'4
HICARB CARBON SCRUBBER
1000 CFM 48" PACKING DEPTH
SHIPPING WEIGHT: 604 LBS.
(1) REQUIRED
NOTES:
1. ALL HARDWARE TO BE 316SST SHIPPED LOOSE.
2. TANK COVER TO SHIP LOOSE.
57"m
1)5" MOLDED
FRP GRATING
POLYPRO MESH INSTALLATION
LIU
0
SCRUBBER FILL
BY OTHERS
u
N a /
I /
A<N,
u
1-
T
J
FRP HICARB-75 WS-60 VERTICAL CARBON SCRUBBER
J 0
4`x6" FRP
RECT. TUBE
J
23
1B"e ACCESS DOOR
22
)5"e PVC 90' ELBOW
21
)¢"e PVC THD. PLUG
20
)5"e FRP THD COUPLING
19
4
SST LIFTING LUG
18
SST HOLD DOWN LUG
17
16ft
3'a"e POLYETHYLENE PIPE
16
INDUSTRIAL NETTING POLPRO 20 MESH
WP0800 100`e
15
114" FRP MOLDED GRATING 57"e
14
12"e PS 15-69 INLET
13
1Ys" FRP THD PLUG
12
2
114" FRP THD HALF COUPLING — DRAIN
11
SST MAGNEHELIC MOUNT
10
2
X" PVC 90' ELBOW
2
NI FRP THD COUPLING — MAGNEHELIC PORT
1`e FRP THD HALF COUPLING
7
1"e PVC THD PLUG
6
3'6"m 316SST GROUNDING ROD
5
3
Xz`e THD STRAINER
4
3
/co THD 90' ELBOW
3
3
)5"m PVC NIPPLE — 4" LONG
2
3
Xz`e PVC PLUG
3
/co PP THD FULL COUPLING
NO.
QTY.
DESCRIPTION
Tm'EHICARB-75 VERTICAL CARBON SRUBBEF
USER JEA BUCKMAN WRF
REP.
HEYWARD INC.
JOB NUMBER
HWM-53708
DATE 6/22/21
SHEET 5 OF 5
DRAWN BY
MATT MINER
THIS DRAWING IS PROPERTY OF VIRON INTERNATIONAL
CORPORATION. IT IS NOT TO BE COPIED. DUPUCATED
OR USED IN ANYWAY DETRIMENTAL TO VIRON
INTERNATIONAL CORPORATION.
AIBOCS/HICARB ODOR CONTROL SYSTEMS
"ARREST YOUR ODORS"
H:\MSdesignsuob Files\53000\Heyward Florida\HWM-53708\53708-05 WS-60 FRP Hicarb-75.dwg, 6/22/2021 4:08:39 PM

BULLETIN 916
Cast Aluminum Pressure Blowers
Model CA/CABD - Direct Driv 5-hp 480V Three Phase
Stainless Steel Washdown/Inverter
Duty Motor with Aluminum Base

Typical aluminum blower with stainless steel
washdown/inverter duty motor mounted on an
aluminum base.

CA Direct Drive at 3450 RPM (60 Hz) - Radial Blade
SIZE
CATALOG
NUMBER
SELECTOR
NUMBER
1" SP
CFM BHP
2" SP
CFM BHP
3" SP
CFM BHP
4" SP
CFM BHP
5" SP
CFM BHP
6" SP
CFM BHP
7" SP
CFM BHP
8" SP
CFM BHP
8
08R04-070
08R04-080
08R04A
08R04B
279 0.30
342 0.36
233 0.26
296 0.33
141 0.24
227 0.28
129 0.23
09R05-080
09R05A
386 0.39
343 0.36
286 0.32
163 0.25
09R05-084
09R05B
433 0.46
386 0.41
324 0.37
243 0.33
9
09R05-090
09R05C
487 0.51
451 0.48
378 0.42
312 0.37
09R05-096
09R05D
547 0.81
500 0.74
448 0.70
391 0.65
339 0.59
262 0.50
09R05-105
09R05E
586 0.82
554 0.78
507 0.74
460 0.64
410 0.58
366 0.51
286 0.44
10R06-090
10R06A
573 0.69
500 0.63
425 0.57
321 0.49
10R06-096
10R06B
701 1.01
648 0.93
590 0.88
519 0.81
420 0.71
323 0.62
10
10R06-105
10R06C
820 1.36
761 1.24
692 1.20
642 1.07
551 1.02
475 0.96
362 0.83
10R06-110
10R06D
821 1.40
776 1.27
720 1.20
670 1.09
605 1.03
532 0.96
447 0.87
300 0.67
10R06-114
10R06E
879 1.51
832 1.40
777 1.34
714 1.24
643 1.19
582 1.07
506 1.01
410 0.92
12R07-105
12R07A
1059 1.61
983 1.46
886 1.38
794 1.22
673 1.13
550 0.97
372 0.78
12R07-110
12R07B
1156 1.89
1061 1.76
964 1.67
872 1.50
754 1.38
633 1.15
478 1.00
12
12R07-114
12R07C
1248 2.40
1175 2.21
1080 2.08
989 1.90
892 1.78
794 1.61
678 1.48
550 1.24
12R07-120
12R07D
1296 2.49
1216 2.35
1130 2.25
1047 2.08
956 1.97
870 1.78
777 1.67
677 1.51
12R07-122
12R07E
1339 2.88
1268 2.67
1191 2.53
1110 2.34
1008 2.19
931 1.99
833 1.87
741 1.67
12R07-130
12R07F
1434 3.12
1368 2.96
1296 2.87
1215 2.72
1139 2.61
1054 2.41
968 2.27
886 2.11
14R06-122
14R06A
1473 2.90
1388 2.72
1296 2.60
1206 2.44
1097 2.29
994 2.07
877 1.92
743 1.67
14R06-130
14R0613
1491 3.50
1430 3.33
1361 3.22
1300 3.06
1232 2.96
1158 2.75
1070 2.56
971 2.32
14R07-122
14R07A
1561 3.28
1466 3.08
1365 2.94
1278 2.83
1168 2.69
1052 2.31
920 2.17
763 1.78
14R07-130
14R07B
1557 3.59
1492 3.42
1421 3.30
1362 3.13
1300 3.02
1221 2.79
1125 2.61
1017 2.37
14R08-122
14R08A
1610 3.40
1518 3.22
1421 3.10
1320 2.87
1212 2.68
1091 2.47
941 2.26
773 1.98
14
14R08-130
14R08B
1616 3.71
1549 3.51
1478 3.37
1416 3.18
1351 3.04
1254 2.80
1157 2.62
1026 2.40
14R06-140
14R06C
1635 4.58
1587 4.41
1535 4.30
1482 4.11
1400 3.90
1327 3.75
1247 3.70
1176 3.45
14R07-140
14R07C
1813 5.13
1756 4.90
1694 4.72
1638 4.48
1556 4.34
1465 4.07
1365 3.71
1279 3.51
14656-146
14Rbecfn
rb43 5.73
1i78 5.52
1/08 o.40
1644 o.2G
1oio o.bf
IDi6 4.8i
iN+o4 '+.io
135o 4.00
14R08-140
14R08C
1984 5.42
1901 5.17
1811 4.99
1728 4.75
1632 4.55
1533 4.28
1423 4.04
1306 3.68
14R07-146
14R07D
1966 6.24
1904 6.03
1839 5.91
1771 5.67
1687 5.44
1609 5.16
1533 4.99
1463 4.76
14R08-146
14R08D
2084 6.72
2031 6.50
1954 6.32
1864 5.90
1772 5.61
1690 5.28
1600 5.03
1513 4.75
15R06-140
15R06A
2187 5.65
2111 5.51
2021 5.40
1903 5.14
1792 4.96
1713 4.73
1602 4.43
1469 4.05
15R06-154
15R06B
2360 8.12
2294 7.90
2221 7.74
2165 7.59
2086 7.41
2002 7.13
1911 6.90
1837 6.70
15R06-164
15R06C
2592 9.71
2531 9.50
2460 9.34
2394 9.11
2316 8.91
2239 8.65
2157 8.44
2082 8.18
15R08-140
15R08A
2903 7.91
2758 7.49
2602 7.15
2447 6.74
2293 6.31
2121 5.83
1940 5.41
1782 4.90
15
15R10-140
15R10A
2955 8.26
2842 7.89
2717 7.56
2581 7.14
2422 6.70
2258 6.18
2066 5.70
1824 5.02
15R08-154
15R08B
3231 11.69
3127 11.29
3018 10.95
2915 10.52
2804 10.18
2692 9.80
2564 9.34
2439 8.77
15R10-154
15R1OB
3426 12.68
3339 12.30
3246 11.96
3148 11.48
3031 10.96
2914 10.38
2760 9.90
2601 9.28
15R08-164
15R08C
3576 13.56
3491 13.26
3399 13.01
3311 12.69
3209 12.43
3092 11.96
2967 11.52
2847 11.02
15R10-164
15R10C
3661 14.06
3602 13.85
3535 13.70
3465 13.43
3373 13.13
3287 12.76
3173 12.35
3053 11.82
18R06-140
18R06A
1598 4.82
1543 4.69
1483 4.54
1424 4.40
1357 4.23
1286 4.05
1215 3.87
1133 3.67
18R08-140
18R08A
1794 4.93
1723 4.80
1645 4.63
1579 4.50
1497 4.44
1431 4.21
1348 4.14
1272 4.01
18R06-164
18R06B
1767 7.31
1754 7.18
1712 7.09
1675 6.94
1630 6.80
1591 6.60
1543 6.52
1503 6.39
18R10-140
18R10A
1894 5.26
1832 5.09
1760 5.01
1693 4.76
1598 4.62
1513 4.35
1417 4.18
1342 4.05
18
18R06-180
18R06C
1943 9.52
1913 9.42
1873 9.27
1839 9.05
1794 9.00
1754 8.89
1712 8.68
1675 8.41
18R08-164
18R0813
2329 9.68
2272 9.45
2210 9.29
2153 9.06
2091 8.99
2025 8.66
1952 8.49
1886 8.27
18R08-180
18R08C
2497 12.45
2460 12.23
2415 12.01
2376 11.73
2326 11.46
2282 11.14
2230 10.97
2183 10.74
18R10-164
18R108
2541 10.80
2510 10.70
2438 10.54
2374 10.32
2315 10.07
2262 9.75
2182 9.46
2109 9.11
18R10-180
18R10C
2841 13.20
2813 12.92
2754 12.70
2703 12.42
2642 12.11
2588 11.72
2525 11.55
2468 11.33
SIZE
CATALOG
SELECTOR
9" SP
10" SP
11" SP
12" SP
14" SP
16" SP
18" SP
20" SP
NUMBER
NUMBER
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM BHP
CFM BHP
12R07-120
12R07D
547 1.31
12
12R07-122
12R07E
633 1.51
433 1.19
12R07-130
12R07F
799 2.01
723 1.78
564 1.53
14R07-122
14R07A
561 1.41
14R08-122
14R08A
572 1.71
14R06-122
14R06A
569 1.43
234 0.87
14R06-130
14R06B
852 2.13
717 1.83
14R08-130
14R08B
873 2.12
705 1.72
14
14R07-130
11RfR-1an
14R07B
1z1R(R('
870 2.14
1NQQ 49R
726 1.83
1nNQ 9QR
anR 97n
7R9 991
14R07-140
14R07C
1179 3.37
1074 3.05
943 2.80
792 2.41
14R08-140
14R08C
1184 3.41
1074 3.15
942 2.82
785 2.37
14R06-146
14R06D
1298 4.33
1208 4.05
1111 3.82
1002 3.47
774 2.82
14R07-146
14R07D
1370 4.53
1281 4.25
1185 4.01
1096 3.71
796 2.84
14R08-146
14R08D
1419 4.54
1332 4.28
1239 4.06
1120 3.70
831 2.93
15R06-140
15R06A
1325 3.81
1172 3.46
1000 3.12
764 2.45
15R08-140
15R08A
1580 4.41
1334 3.78
1061 3.22
775 2.51
15R10-140
15R10A
1632 4.48
1360 3.76
1093 3.27
15R06-154
15R06B
1754 6.50
1670 6.12
1580 5.79
1475 5.42
1195 4.63
669 2.92
15
15R06-164
15R06C
2000 7.97
1907 7.74
1806 7.59
1717 7.31
1541 6.66
1287 5.73
777 3.68
15R08-154
15R08B
2277 8.12
2114 7.43
1956 6.93
1809 6.41
1503 5.50
905 3.76
15R10-154
15R108
2403 8.49
2230 7.82
2066 7.32
1912 6.77
1560 5.66
15R08-164
15R08C
2723 10.58
2565 10.07
2377 9.32
2198 8.55
1855 7.48
1531 6.55
15R10-164
15R10C
2919 11.28
2774 10.63
2600 10.02
2449 9.47
2112 8.35
1722 7.04
18R06-140
18R06A
1049 3.46
962 3.26
873 3.05
758 2.76
18R08-140
18R08A
1190 3.84
1099 3.61
1004 3.49
916 3.32
18R10-140
18R10A
1234 3.81
1146 2.64
1042 3.50
943 3.32
18R06-164
18R06B
1452 6.23
1409 6.00
1355 5.81
1308 5.56
1186 5.22
1036 4.75
822 4.13
18
18R06-180
18R06C
1630 8.27
1591 8.06
1543 7.94
1503 7.76
1420 7.40
1308 6.99
1173 6.48
958 5.83
18R08-164
18R08B
1824 8.00
1757 7.77
1690 7.55
1629 7.28
1480 6.58
1342 5.99
1104 5.00
18R10-164
18R1OB
2031 8.98
1959 8.79
1871 8.54
1790 8.24
1639 7.63
1472 7.07
1237 6.34
18R08-180
18R08C
2121 10.42
2064 10.05
1997 9.83
1936 9.55
1797 8.96
1668 8.46
1540 7.87
1351 7.18
18R10-180
18R10C
2395 11.09
2328 10.78
2257 10.61
2194 10.37
2029 9.83
1864 9.16
1693 8.52
1503 7.68

Dimensional Data
Direct Drive - Arrangement 4
1
C O9_
O.D.
L
P (REF.
H
1 00
EXCEPT
TPD-8 - 1.13
(4) 0.44 DIA.
HOLES
OCA--14 ALSO AVAILABLE WITH 6" AND 8" INLETS
OCA-15 AND TPB-18 ALSO AVAILABLE WITH 6" AND 10" INLETS
®ALL MODELS, DISCHARGE FLANGE NOT AVAILABLE FOR DOWN BLAST POSITION.
NOTES:
01. CW SHOWN, CCW SIMILAR BUT OPPOSITE
02. SEE R33865 FOR INLET FLANGE AND OPTIONAL OUTLET FLANGE DIMENSIONS.
"03. NOMINAL INLET & OUTLET DIAMETER
HOUSING
SIZE
DIMENSIONS
(IN.)
A* B
O D
FR
G
H
HA
HC
HE
HG
J
K
L
M
P
Q
CA-8
4.00
3.75
4.00
8.56
56C
7.00
7.13
5.75
7.13
5.56
4.88
2.88
3.19
5.00
2.75
13.38
4.31
CA-9
4.00
4.13
5.00
10.44
56C
7.00
7.88
7.44
8.94
7.50
6.63
3.13
3.38
5.75
2.75
13.56
5.63
11.88
143-145TC
9.00
8.00
4.19
5.00
3.75
14.19
CA-10
5.00
4.25
6.00
10.44
56C
7.00
7.88
7 88
10.25
9.44
7.81
3.38
3.56
5.75
2.75
13.94
6.56
11.88
143-145TC
9.00
8.00
4.25
5.00
3.75
14.56
CA-12
6.00
5.00
7.00
11.88
56C
9.00
8.00
8.88
11.38
9.63
9.44
3.75
4.63
5.00
3.75
14.25
7.25
143-145TC
9.00
8.00
4.63
5.00
3.75
14.88
182-184T
12.00
11.75
5.00
8.75
4.94
16.25
CA-14
6.00
6.00
7.00
15.19
143-145T
12.00
11.75
9.81
12.00
10.25
10.25
4.25
5.50
8.75
4.94
15.13
8.06
182-184T
16.50
213-215T
19.81
CA-15
8.00
7.25
8.00
15.19
182-184T
12.00
11.75
11.00
13.00
11.38
10.81
4.88
6.13
8.75
4.94
17.32
7.88
213-215T
20.63
254-256T
16.50
16.00
13.00
25.19
CA-18
6.00
6.25
8.00
15.19
182-184T
12.00
11.75
11.50
14.50
12.69
11.38
4.38
5.63
8.75
4.94
16.69
10.69
213-215T
20.00
254-256T
16.50
16.00
13.00
24.56
R33842 D
DISCHARGE
POSITION
TOP
HORIZONTAL
BOTTOM
HORIZONTAL
UP
BLAST
DOWN
BLAST
TOP
45° DOWN
BOTTOM
45° UP
TOP
45° UP
z0
Q
H
cc
CLOCK-
WISE
I
tO
11111111
COUNTER
I I
/T\
/T\
< \
\
WISE
J
I
,)
NOTE: Arrangement 1 - Less Motor
Arrangement 9 - With Motor
12 Aerovent Catalog 916

Alim
north American Electric, Inc.
"Your Source for a Complete line of Electric Motors"
STAINLESS STEEL
WAS H D OW N DUTY MOTORS
• 1/3 - 20 Horse Power
• 3600, 1800 and 1200 RPM
• Stainless Steel / Washdown Duty
• Inverter Duty
SPECIFICALLY DESIGNED FOR FOOD PROCESSING
PHARMACEUTICAL AND OTHER ENVIRONMENTS REQUIRING
EXTREME CLEANLINESS AND FREQUENT WASHDOWNS.

STAINLESS STEEL /WASH DOWN DUTY MOTORS
"Buy on Value Not on Price"
• 1/3 - 20 Horse Power
• 3600, 1800 and 1200 RPM
• Stainless Steel / Washdown Duty
• Inverter Duty
AC Inverter Duty - 20:1 Variable
Torque; 10:1 Constant Torque
Stainless Steel
Construction
IP66 Protection
as Standard
Totally Enclosed
Fan Cooled
IEISA Compliant
High Efficiency Design
Double Punched
Foot Design
1.
Cala
l'm--�
NEMA Design B
US
Double Sealed Bearings
on Both Ends
C-Flange as Standard
Class F Insulation
System with Class H
VPI Epoxy Resin
Protection
LC
ertifications:
L Listed
SA+C+US
E
O 9001
APPLICATIONS:
Specifically Designed for Food Processing, Pharmaceutical and
Other Environments Requiring Extreme Cleanliness and
Frequent Washdowns. Applications include Washdown
Applications, Food Processing, Chemical Processing,
Pharmaceuticals, Poultry Processing, Meat Processing, Dairy
Applications, Bakeries, Snack Foods, Bottling and Extremely
Corrosive Environments.
2
Toll Free: 800-884-0404 • www.naemotors.com • e-mail: [e-mail]

STAINLESS STEEL / WASHDOWN DUTY MOTORS
PERFORMANCE DATA
HP
RPM
Frame
Service
Factor
DE
Bearing
ODE
Bearing
Full Load
AMPS @ 460V
FLT
Ft -Lb
LRT %
BDT %
Full Load (%)
Efficiency
Full Load (%)
Power Factor
Weight
1/3
3460
56C
1.15
6205ZZ
6205ZZ
0.55
0.5
250
300
74
0.85
27
1/3
1725
56C
1.15
6205ZZ
6205ZZ
0.55
1.0
250
300
82.5
0.71
27
1/2
3460
56C
1.15
6205ZZ
6205ZZ
0.75
0.75
280
320
77
0.88
29
1/2
1725
56C
1.15
6205ZZ
6205ZZ
0.80
1.5
290
370
82.5
0.78
29
1/2
1155
56C
1.15
6205ZZ
6205ZZ
0.90
2.2
260
340
80
0.63
30
3/4
3460
56C
1.15
6205ZZ
6205ZZ
1.10
1.1
240
300
80
0.90
36
3/4
1725
56C
1.15
6205ZZ
6205ZZ
1.10
2.2
330
460
82.5
0.78
32
3/4
1155
56C
1.15
6205ZZ
6205ZZ
1.85
3.3
330
370
80
0.65
49
3/4
1155
143TC
1.15
6205ZZ
6205ZZ
1.82
3.3
330
370
80
0.65
49
1
3470
56C
1.15
6205ZZ
6205ZZ
1.40
1.5
300
370
80
0.90
36
1
1740
56C
1.15
6205ZZ
6205ZZ
1.45
3
340
420
82.5
0.78
37
1
1740
143TC
1.15
6205ZZ
6205ZZ
1.45
3
340
420
82.5
0.78
37
1
1165
145TC
1.15
6205ZZ
6205ZZ
2.00
4.4
280
360
80
0.68
60
1.5
3480
56C
1.15
6205ZZ
6205ZZ
2.00
2.3
260
320
84
0.91
41
1.5
3480
143TC
1.15
6205ZZ
6205ZZ
2.00
2.3
260
320
84
0.91
41
1.5
1740
56C
1.15
6205ZZ
6205ZZ
2.00
4.4
380
430
84
0.83
43
1.5
1740
145TC
1.15
6205ZZ
6205ZZ
2.00
4.4
380
430
84
0.83
43
1.5
1165
182TC
1.15
6308ZZ
6306ZZ
2.45
6.6
250
270
85.5
0.70
79
2
3480
56C
1.15
6205ZZ
6205ZZ
2.40
2.9
310
330
84
0.91
49
2
3480
145TC
1.15
6205ZZ
6205ZZ
2.40
2.9
310
330
84
0.91
49
2
1750
56C
1.15
6205ZZ
6205ZZ
3.00
5.9
330
400
84
0.83
52
2
1750
145TC
1.15
6205ZZ
6205ZZ
3.00
5.9
330
400
84
0.83
52
2
1175
184TC
1.15
6308ZZ
6306ZZ
3.10
8.8
240
250
85.5
0.71
95
3
3510
182TC
1.15
6308ZZ
6306ZZ
4.05
4.4
210
260
86.5
0.89
77
3
1765
182TC
1.15
6308ZZ
6306ZZ
4.00
8.8
230
300
89.5
0.81
78
3
1175
213TC
1.15
6308ZZ
6208ZZ
4.30
13.2
210
280
87.5
0.74
160
5
3525
184TC
1.15
6308ZZ
6306ZZ
6.10
7.3
310
250
88.5
0.91
95 r
5
1765
184TC
1.15
6308ZZ
6306ZZ
6.25
14.7
240
250
89.5
0.86
99
5
1175
215TC
1.15
6308ZZ
6208ZZ
6.80
22
210
260
87.5
0.78
197
7.5
3520
213TC
1.15
6308ZZ
6208ZZ
9.50
11.1
200
260
89.5
0.85
151
7.5
1755
213TC
1.15
6308ZZ
6208ZZ
9.30
22
220
300
91.7
0.83
179
7.5
1175
254TC
1.15
6309ZZ
6309ZZ
10.30
33.7
250
220
89.5
77.0
253
10
3525
215TC
1.15
6308ZZ
6208ZZ
12.20
14.7
210
270
90.2
0.87
166
10
1760
215TC
1.15
6308ZZ
6208ZZ
12.20
29.3
210
300
91.7
0.85
210
10
1175
256TC
1.15
6309ZZ
6309ZZ
13.40
44.9
220
200
89.5
79.0
286
15
3540
254TC
1.15
6309ZZ
6309ZZ
18.50
21.9
200
260
91
0.90
253
15
1765
254TC
1.15
6309ZZ
6309ZZ
18.50
43.8
200
250
92.4
0.88
286
20
3540
256TC
1.15
6309ZZ
6309ZZ
23.00
29.1
200
250
91
0.90
286
20
1765
256TC
1.15
6309ZZ
6309ZZ
24.50
58.3
200
250
93
0.88
352

STAINLESS STEEL / WASHDOWN DUTY MOTOR DIMENSIONS
- AG
c
BV
9F
AH
DIES Yt
- UAK
N-W
DA
HP RPM Frame Frame Mounting Conduit Box Motor Dimensions Shaft Extension Key Seat
C-Face
E
2F
H
BA
AA
AB AC
XL
XN
A
B
C
D
G
P
N-W
U
R
S
ES
Al
1/3
3600
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
11.6
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1800
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
11.6
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1/2
3600
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
11.6
3.5.
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1800
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
11.6
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1200
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.6
3.5.
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
3/4
3600
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.6
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1800
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.6
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1200
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.6
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1200
143TC
2.75
4
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.7
3.5
0.118
6.5
2.25
0.875
0.771
0.19
1.41
5.875
1
3600
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.6
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1800
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.6
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1800
143TC
2.75
4
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
13.9
3.5
0.118
6.5
2.25
0.875
0.771
0.19
1.41
5.875
1200
145TC
2.75
4
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.7
3.5.
0.118
6.5
2.25
0.875
0.771
0.19
1.41
5.875
1.5
3600
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.6
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
3600
143TC
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.7
3.5
0.118
6.5
2.25
0.875
0.771
0.19
1.41
5.875
1800
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.6
3.5.
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1800
145TC
2.75
4
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
12.7
3.5
0.118
6.5
2.25
0.875
0.771
0.19
1.41
5.875
1200
182TC
3.75
4.5
0.71 x 0.47
3.5
0.94
7
5.3
4.45
4.05
8.8
6.5
15.3
4.5.
0.118
6.5
2.75
1.125
0.986
0.19
1.78
7.250
2
3600
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
13.8
3.5
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
3600
145TC
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
13.9
3.5
0.118
6.5
2.25
0.875
0.771
0.19
1.41
5.875
1800
56C
2.44
3
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
13.8
3.5.
0.118
6.5
1.88
0.625
0.517
0.19
1.41
5.875
1800
145TC
2.75
4
1.22 x 0.34
2.75
0.86
5.75
4.25
4.72
3.8
6.5
6.5
13.9
3.5
0.118
6.5
2.25
0.875
0.771
0.19
1.41
5.875
1200
182TC
3.75
4.5
0.71 x 0.47
3.5
0.94
7
5.3
4.45
4.05
8.8
6.5
16.0
4.5
0.118
6.5
2.75
1.125
0.986
0.19
1.78
7.250
3
3600
182TC
3.75
4.5
0.71 x 0.47
3.5
0.94
7
5.3
4.45
4.05
8.8
6.5
15.3
4.5.
0.118
6.5
2.75
1.125
0.986
0.19
1.78
7.250
1800
182TC
3.75
4.5
0.71 x 0.47
3.5
0.94
7
5.3
4.45
4.05
8.8
6.5
15.3
4.5
0.118
6.5
2.75
1.125
0.986
0.19
1.78
7.250
1200
213TC
4.25
5.5.
071 x 0.47
4.25
0.94
7.6
6.2
4.45
4.05
10
8.5
19.0
5.25
0.157
10
3.38
1.375
1.201
0.312
2.41
7.250
5
3600
184TC
3.75
4.5
071 x 0.47
3.5
0.94
7
5.3
4.45
4.05
8.8
6.5
16.0
4.5
0.118
8.9
2.75
1.125
0.986
0.25
1.78
7.250
1800
184TC
3.75
4.5
071 x 0.47
3.5
0.94
7
5.3
4.45
4.05
8.8
6.5
16.0
4.5
0.118
8.9
2.75
1.125
0.986
0.25
1.78
7.250
1200
215TC
4.25
5.5
071 x 0.47
4.25
0.94
7.6
6.2
4.45
4.05
10
8.5
22.5
5.25
0.157
10
3.38
1.375
1.201
0.312
2.41
7.250
7.5
3600
213TC
4.25
5.5
071 x 0.47
4.25
0.94
7.6
6.2
4.45
4.05
10
8.5
19.0
5.25
0.157
10
3.38
1.375
1.201
0.312
2.41
7.250
1800
213TC
4.25
5.5
071 x 0.47
4.25
0.94
7.6
6.2
4.45
4.05
10
8.5
19.0
5.25
0.157
10
3.38
1.375
1.201
0.312
2.41
7.250
1200
254TC
5
8.25
0.53
4.75
1
9
7.8
7
7
12
9.5
23.4
6.25
0.5
12.7
4
1.625
1.416
0.375
2.91
7.250
10
3600
215TC
4.25
5.5
071 x 0.47
4.25
0.94
7.6
6.2
4.45
4.05
10
8.5
22.5
5.25
0.157
10
3.38
1.375
1.201
0.312
2.41
7.250
1800
215TC
4.25
5.5
071 x 0.47
4.25
0.94
7.6
6.2
4.45
4.05
10
8.5
22.5
5.25
0.157
10
3.38
1.375
1.201
0.312
2.41
7.250
1200
256TC
5
10
0.53
4.75
1
9
7.8
7
7
12
11.25
25.1
6.25
0.5
12.7
4
1.625
1.416
0.375
2.91
7.250
15
3600
254TC
5
8.25
0.53
4.75
1
9
7.8
7
7
12
9.5
23.4
6.25
0.5
12.7
4
1.625
1.416
0.375
2.91
7.250
1800
254TC
5
8.25
0.53
4.75
1
9
7.8
7
7
12
9.5
23.4
6.25
0.5
12.7
4
1.625
1.416
0.375
2.91
7.250
20
3600
256TC
5
10
0.53
4.75
1
9
7.8
7
7
12
11.25
25.1
6.25.
0.5
12.7
4
1.625
1.416
0.375
2.91
7.250
1800
256TC
5
10
0.53
4.75
1
9
7.8
7
7
12
11.25
25.1
6.25
0.5
12.7
4
1.625
1.416
0.375
2.91
7.250

HIBOCS/HICARB ODOR CONTROL SYSTEMS
"Simple.....Economical.....Effective!"
"ARREST YOUR ODORS"
HICARB Specially Blended Media
DESCRIPTION:
HICARB specialty media's are blended to your specific odor control problems and designed for
removal of a broad range of odors. hether used alone or combined in two -stage treatment systems,
our HICARB media is specially blended for site specific odor control and is not a "one size fits all"
approach to complete odor control. Our media comes in many configurations and special blends to
target hydrogen sulfide, sulfur dioxide, mercaptans, and other organic compounds.
Blended Media Specifications
• H2S Specific Media:
Mesh Size 4 x 8
Mean Particle Diameter 3.4 mm (avg)
Moisture 8% (max as packaged)
Typical Density 25 (Ibs/ft3)*
H2S Breakthrough Capacity 20 (min gH2S/cc carbon)
• Coconut Shell Media:
Mesh Size 4 x 8
CCI4 Activity 60% (min)
Iodine No 1100 (min mg/g)
Hardness 98% (min)
Ash Content 5% (max)
Moisture 5% (max as packaged)
Typical Density 29 -32 (Ibs/ft3)*
• Potassium Permanganate Media:
Mesh Size 4 x 8
Typical Density 60 (Ibs/ft3)*
Moisture 12% (avg as packaged)
Potassium Permanganate (KMn04) content 6% (min)
* Density of HICARB Specially Blended Media will be determined by percentage of each media in the site specific
proprietary blend.

Material Safety Data Sheet
Section I - Identity
Identity (As Used on Label and List): Activated Carbon, (Powdered, Granular or Pelletized)
Manufacturers Name: General Carbon Corporation
33 Paterson Street
Paterson , NJ 07501
Date Prepared: April 15, 1997
Section II - Hazardous Ingredients/Identity Information
Hazardous Components (Specific Chemical Identity: Common Name)
Other Limits
OSHA PEL ACGIH TLV Recommended %
Carbon: Activated Carbon N/A N/A N/A 100%
This Product Is Non -Hazardous According To The Definition For "Health Hazard" And "Physical Hazard" Provided
In The OSHA Hazard Communication Law (29 CFR Part 1910).
Section III - Physical/Chemical Characteristics
Boiling Point: N/A
Vapor Pressure (mm Hg): N/A
Vapor Density (AIR = 1): N/A
Specific Gravity (H20 = 1): 2.3 g/cc real density
Melting Point: N/A
Evaporation Rate (Butyl Acetate = 1) N/A
Solubility in Water: Insoluble
Appearance and Odor: Solid Black, Powder, Granule or Pellet, Odorless
Section IV - Fire and Explosion Hazard Data
Flash Point (Method Used): N/A
Flammable Limits: N/A
LEL: N/A
UEL: N/A
Extinguishing Method: Flood with copious amounts of water or use foam, CO2 or Dry Chemical
Special Fire Fighting Procedures: None
Unusual Fire And Explosion Hazards: Contact with strong oxidizers such as ozone, liquid oxygen, chlorine,
permanganate, etc. may result in fire.
Section V - Reactivity Data
Stability: Stable
Incompatibility (Materials to Avoid): Strong oxidizers; i.e., ozone, oxygen, chlorine, permanganate, etc.
Hazardous Decomposition or Byproducts: Carbon Monoxide may be generated in the event of fire.
Hazardous Polymerization: Will not occur

Section VI - Health Hazard Data
Routes of Entry: Inhalation: Yes
Skin: Yes
Ingestion: Yes
Health Hazard (Acute and Chronic): Acute inhalation is LC50 (RAT) is 64.4 mg/1 (nominal concentration) for
activated carbon. The product is not a primary skin -irritant. The primary skin irritation index Rabbit is 0. The
product is non -toxic through ingestion. The acute oral LD50 RAT is 10 g/kg.
Carcinogenicity: N/A
NTP: N/A
IARC Monographs: N/A
OSHA Regulated: N/A
Signs and Symptoms of Exposure: N/A
Medical Conditions Aggravated by Exposure: Contact Lens Users Without Proper Eye Protection
Emergency and First Aid Procedures: Eyes - Flush With Water For At Least 15 Minutes
Skin - Wash With Soap And Water
Section VII - Precautions For Safe Handling and Use
Steps To Be Taken In Case Material Is Released Or Spilled: Sweep up unused carbon and discard in refuse container
or repackage. Use mask to avoid breathing dust.
Waste Disposal Method: Dispose of unused carbon in refuse container. Dispose of in accordance with local, state
and federal regulations.
Precautions To Be Taken In Handling And Storing: Wet activated carbon removes oxygen from air causing a severe
hazard to workers inside carbon vessels and enclosed or confined spaces. Do not get in eyes, or on skin or clothing.
Do not breathe dust.
Other Precautions: Before entering such an area, sampling and work procedures for low oxygen levels should be
taken to ensure ample oxygen availability, observing all local, state and federal regulations.
Section VIII - Control Measures
Respiratory Protections (specify type): NIOSH approved particulate filter respirator is recommended if excessive
dust is generated.
Ventilation: Local Exhaust: recommended
Mechanical (General): recommended
Special: N/A
Other: N/A
Protective Gloves: Rubber gloves recommended
Eye Protection: Safety goggles/glasses recommended
Other Protective Clothing or Equipment: None
Work/Hygienic Practices: Wash thoroughly after handling
The information contained herein is accurate to the best of our knowledge. General Carbon Corporation makes no
warranty with respect hereto said information and disclaims all liability from reliance there on.

LANES FERRY WWTP
CALCULATIONS FOR SCRUBBER SELECTION
Volume based on average water level in tanks:
Head Works: (22' x 2' + 12.5' x 1.33') x 4' = 242.5 ft.3
Equalization: (16.33' x 8.33' x 10.5/2) = 714.2 ft.3
X 3 Tanks
2,424.5 ft.3
Sludge Holding: 16.33' x 8.33' x 12.0/2 = 816.17 ft.3
x 3 Tanks
2,448.5 ft.3
Combined volume for Phase 1 = 4,933.5 ft.3
Combined volume for Phase 2 = 9,624.5 ft.3
Combined volume for Phase 3 = 19,006.5 ft.3
Combined volume for Phase 4 = 37,770.5 ft.3
Phase Volume Air for 4-6 Changes/hr
1 4,934 ft.3 330 to 500 CFM
2 9,625 ft.3 642 to 963 CRM
3 19,007 ft.3 954 to 1431 CFM
4 37,771 ft.3 2518 to 3777 CFM
Selection
Hicarb-75 1000 CFM
Hicarb-75 1000 CFM
2-Hicarb-75 (2000 CFM)
Hicarb-250 (3500 CFM)

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0700 — HIGH -RATE INFILTRATION SYSTEM — RENEWAL
FORM: HRIS-R 02-21
Pursuant to 15A NCAC 02T .0107(b), if the application does not include all required information and the necessary supporting
documentation, the application shall be returned. The application and attachments shall be prepared in accordance with 15A
NCAC 02T .0100, 15A NCAC 02T .0700, and Division Policies. For more information, visit the Water Quality Permitting
Section's Non -Discharge Branch website. The Applicant shall submit an electronic copy of the application and attachments
uploaded as a single Portable Document Format (PDF) file to httus://edocs.deu.nc.gov/Forms/NonDischarge-Branch-Submittal-
Form-Ver2, or emailed to Non-Discharge.Reuorts(dncdenr.gov if less than 20 megabytes (MB).
SECTION I — APPLICANT INFORMATION
1. Applicant: HCT Pender, LLC
2. Permit No.: WQ00 33710
3. Signature authority: Christian H. Trask
Phone number: (910540 - 9555Select
Title: Member Manager
Email: [e-mail]
4. Mailing address: 2511 Canterbury Road
City: Wilmington
State: NC Zip:28403-
5. Contact person:Christian H. Trask
Primary phone number: (910 )540-9555
Select
Email: [e-mail]
Secondary phone number: ( ) -
Select
SECTION II— FACILITY INFORMATION
1. Physical address: N.0 210 Morning Glory Road
City: Rocky Point
2. Treatment facility coordinates to the sixth decimal degree:
Latitude:34 .441542 ° Longitude: -77 .852163 Method: Select Map Interpretation by Extraction
County: Pender
State: NC
Parcel No.: 3245-84-0109-0000
Zip:28457-
• SECTION Ill — FLOW INFORMATION
1.
Permitted flow:800,000GPD (The maximum allowable flow based on what has been permitted)
2.
As -built flow: 0 GPD (The maximum allowable flow based on what has been constructed)
3.
Average flow: 0 GPD (The average of all reported flows on the previous calendar year's NDMRs)
4.
Hydraulic capacity: 0 % (Divide the average flow in Item 3 by the As -built flow in Item 2)
5.
Wastewater composition: Domestic : 100 % Industrial: % Stormwater:
%
SECTION IV — BILLING INFORMATION
1. Billing address: 2511 Canterbury Road
City: Wilmington
State: NC
Zip: 28403 -
2. Verify the Applicant does not have any overdue annual fees:
https://deq.nc. gov/about/divisions/water-resources/water-resources-permits/wq-epayments
Pursuant to 15A NCAC 02T .0120(c), permits for renewing facilities shall not be granted if the Applicant or any affiliation has
an unpaid annual fee.
FORM: HRIS-R 02-21
Page 1 of 6

SECTION V — OPERATOR IN RESPONSIBLE CHARGE (ORC) INFORMATION
1. ORC: N/A
Mailing address:
City:
Phone number: (
Select
Grade: Certification No.:
State: Zip:
Email:
2. Back -Up ORC: N/A
Mailing address:
City:
Phone number: ( ) - Select
Grade: Certification No.:
State:
Email
Zip:
SECTION VI — OPEN -ATMOSPHERE STRUCTURES
1.
List all open -atmosphere treatment and storage structures associated with the renewing permit. Attach additional sheets if
necessary.
Type
Parcel No.
Volume (gal)
Liner Type
Freeboard (ft)
Latitude
Longitude
Select
Select
. 0-
°
Select
Select
. 0-
°
Select
Select
°
-
°
Select
Select
°
-
°
SECTION VII — RELATED PERMITS
1.
List all wastewater permits (i.e., sewer, collection system, NPDES, residuals) that have interactions with the renewing permit.
Attach additional sheets if necessary.
Permit Type
Permit No.
Relationship Type
Select
Select
Select
Select
Select
Select
Select
Select
SECTION VHI — MONITORING WELLS
1. List all groundwater monitoring wells associated with the renewing permit. Attach additional sheets if necessary.
Well Name
Parcel No.
Status
Gradient
Location
Latitude
Longitude
PZ-1
3245-84-0109-
0000
Never Built
Downgradient
Inside Review Boundary
34.443328°
-77.850798°
PZ-2
3245-84-0109-
0000
Never Built
Cross gradient
Inside Review Boundary
34.442864°
-77.850711°
PZ-3
3245-84-0109-
0000
Never Built
Cross gradient
Inside Review Boundary
34.442593°
-77.850659°
PZ-4
3245-84-0109-
0000
Never Built
Cross gradient
Inside Review Boundary
34.442146°
-77.850575°
PZ-5
3245-84-0109-
0000
Never Built
Cross gradient
Inside Review Boundary
34.441875°
-77.850524°
PZ-6
3245-84-0109-
0000
Never Built
Cross gradient
Inside Review Boundary
34.441424°
-77.850439°
FORM: HRIS-R 02-21
Page 2 of 6

PZ-7
3245-84-0109-
0000
Never Built
Cross gradient
Inside Review Boundary
34.442815°
-77.852417°
PZ-8
3245-84-0109-
0000
Never Built
Upgradient
On Review Boundary
34.442608°
-77.852630°
PZ-9
3245-84-0109-
0000
Never Built
Upgradient
On Compliance Boundary
34.442408°
-77.852968°
PZ-10
3245-84-0109-
0000
Never Built
Upgradient
Outside Compliance Boundary
34.441863°
-77.853892°
Select
Select
Select
. °
- °
SECTION IX — INFILTRATION
SITES
1. List all infiltration sites associated with the renewing permit. Attach additional sheets if necessary.
Site
County
Parcel No.
Deeded Owner
Area
Cover Crop
Latitude
Longitude
WWTP
Site
Pender
3245-84-0109-
0000
HCT Pender, LLC
52.18 Ac.
None
34.442593°
-77.850695°
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
°
0
FORM: HRIS-R 02-21
Page 3 of 6

O
O
O
O
O
O
O
O
O
O
O
O
O
O
Total Acreage:
52.18 Ac.
■
FORM: HRIS-R 02-21
Page 3 (cont'd) of 6

ATTACHMENT A — SITE MAP
Was the facility originally permitted or had a major modification issued after September 1, 2006?
® Yes — Pursuant to 15A NCAC 02T .0105(d), submit a site map pursuant to the requirements in 15A NCAC 02T .0704(d). These
requirements are:
• A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and showing
all facility -related structures and fences within the wastewater treatment, storage, and infiltration areas.
E] Soil mapping units shown on all infiltration sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage,
and infiltration sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108.
® Setbacks as required by 15A NCAC 02T .0706.
O Site property boundaries within 500 feet of all wastewater treatment, storage, and infiltration sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage, and infiltration sites.
❑ No Skip Attachment A.
ATTACHMENT B — SIGNATURE AUTHORITY DELEGATION
Does the signature authority in Section I, Item 3 meet the requirements pursuant to 15A NCAC 02T .0106(b)?
® Yes — Skip Attachment B.
❑ No — Submit a delegation letter pursuant to 15A NCAC 02T .0106(c) authorizing the signature authority to sign.
L
ATTACHMENT C — FLOW REDUCTION
Does the existing permit include an approved flow reduction?
❑ Yes — Submit a copy of the flow reduction approval letter, as well as the measured monthly average amount of wastewater flow
contributed per unit for the 12 months prior to permit renewal. If any of these monthly averages are within 20% of the approved
flow reduction value, the Permittee shall provide a reevaluation of the reduced flow value pursuant to the requirements in 15A
NCAC 02T .0114(f).
EJ No — Skip Attachment C.
ATTACHMENT D — CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
Is the Applicant a Privately -Owned Public Utility?
❑ Yes — Pursuant to 15A NCAC 02T .0115(a)(1), submit the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise.
® No — Skip Attachment D.
ATTACHMENT E — OPERATIONAL AGREEMENT
Is the Applicant a Home/Property Owners' Association or Developer of Lots to be Sold?
❑ Yes (Home/Property Owners' Association) — Pursuant to 15A NCAC 02T .0115(a)(2), submit an executed Operational Agreement
(FORM: HOA). Pursuant to 15A NCAC 02T .0115(c), if the applicant is a legally formed Homeowners' or Property Owner's
Association, submit a copy of the Articles of Incorporation, Declarations, and By-laws.
® Yes (Developer of Lots to be Sold) — Pursuant to 15A NCAC 02T .0115(a)(2), submit an executed Operational Agreement
(FORM: DEV). Pursuant to 15A NCAC 02T .0115(b), if the applicant is a developer of lots to be sold, submit a copy of the
Articles of Incorporation, Declarations, and By-laws.
❑ No — Skip Attachment E.
FORM: HRIS-R 02-21
Page 4 of 6

ATTACHMENT F — DEMONSTRATION OF FUTURE WASTEWATER TREATMENT CAPACITIES
Is the applicant a municipality, county, sanitary district, or public utility?
❑ Yes — Proceed to the next question.
K`/ No — Skip Attachment F.
Does the hydraulic capacity in Section III, Item 4 exceed 70%?
❑ Yes (the hydraulic capacity is greater than 70%, but less than 80%) — Pursuant to 15A NCAC 02T .0118(1), prior to exceeding
80 percent of the system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee
shall submit an engineering evaluation of their future wastewater treatment, utilization, and disposal needs. This evaluation shall
outline plans for meeting future wastewater treatment, utilization, or disposal needs by either expansion of the existing system,
elimination or reduction of extraneous flows, or water conservation and shall include the source of funding for the improvements.
If expansion is not proposed or is proposed for a later date, a justification shall be made that wastewater treatment needs will be
met based on past growth records and future growth projections, and as appropriate, shall include conservation plans or other
measures to achieve waste flow reductions.
❑ Yes (the hydraulic capacity greater than 80%) — Proceed to the next question.
la No — Skip Attachment F.
If answered Yes above, does the hydraulic capacity in Section III, Item 4 exceed 80%?
❑ Yes (the hydraulic capacity is greater than 80%) — Pursuant to 15A NCAC 02T .0118(2), prior to exceeding 90 percent of the
system's permitted hydraulic capacity (based on the average flow during the last calendar year), the permittee shall obtain all
permits needed for the expansion of the wastewater treatment, utilization, or disposal system and, if construction is needed,
submit final plans and specifications for expansion, including a construction schedule. If expansion is not proposed or is proposed
for a later date, a justification shall be made that wastewater treatment needs will be met based on past growth records and future
growth projections, and as appropriate, shall include conservation plans or other specific measures to achieve waste flow
reductions.
►! No — Skip Attachment F.
•
ATTACHMENT G — EASEMENT, ENCROACHMENT, AND LEASE AGREEMENTS
Does the Permittee own all of the land associated with the wastewater collection, treatment, conveyance, infiltration, and groundwater
lowering (if applicable) system?
❑ Yes — Skip Attachment G.
No — Pursuant to 15A NCAC 02T .0116(c), provide a copy of all easements, lease agreements, and encroachment agreements
allowing the Permittee to operate and maintain the wastewater collection, treatment, conveyance, infiltration, and groundwater
lowering (if applicable) system on property not owned by the Permittee.
ATTACHMENT H — AFFILIATIONS
Are the Permittee's affiliations of record correct? Check affiliations.
® Yes — Skip Attachment H.
❑ No — Provide the corrected affiliations and their contact information.
ATTACHMENT I— COMPLIANCE SCHEDULES
Does the existing permit include any Compliance Schedules? (See Section I of the most recently issued permit)
® Yes — Submit documentation that the compliance schedules have been met.
❑ No — Skip Attachment I.
ATTACHMENT J — CIVIL PENALTIES AND OUTSTANDING VIOLATIONS
Does the Permittee have any existing civil penalties or outstanding violations?
❑ Yes (civil penalties) — Submit payment for the civil penalty, or proof of remission request.
❑ Yes (violations) — Submit a copy of your response to the Notice of Violation.
X❑ No — Skip Attachment J.
FORM: HRIS-R 02-21
Page 5 of 6

ATTACHMENT K — INDUSTRIAL WASTEWATER
Does the wastewater composition in Section III, Item 5 include any industrial wastewater?
❑ Yes — Proceed to the next question.
® No — Skip Attachment K.
Has the nature of the industrial wastewater changed since the last permit issuance (i.e., changes in industrial process, introduction of
new materials or chemicals, etc.)?
❑ Yes — Provide a chemical analysis of the wastewater pursuant to the requirements in 15A NCAC 02T .0704(h). Provide an
overview of the manufacturing process; an inventory of all chemical and biological materials used in the manufacturing process;
and an overview of the cleaning and treatment methodology.
❑ No — Provide an overview of the manufacturing process; an inventory of all chemical and biological materials used in the
manufacturing process; and an overview of the cleaning and treatment methodology.
ATTACHMENT L — SETBACK WAIVERS
Does the existing permit include setback waivers?
❑ Yes — Pursuant to 15A NCAC 02T .0706(d), provide setbacks waivers that have been written, notarized, signed by all parties
involved, and recorded with the county Register of Deeds. Waivers involving the compliance boundary shall be in accordance
with 15A NCAC 02L .0107.
® No — Skip Attachment L.
APPLICANT'S CERTIFICATION
dh</R4S' J R . attest that this application
i
(Signature authority's name as noted in Section I, Item 3)
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 package are not completed, and that if all required supporting information and attachments are not included, this
application package will be returned as incomplete. I further certify pursuant to 15A NCAC 02T .0120( b ), that the applicant, or any
parent, subsidiary, or other affiliate of the applicant has: not been convicted of environmental crimes under; not previously abandoned
a wastewater treatment facility without properly closing the facility; not paid a civil penalty; not been compliant with any compliance
schedule in a permit, settlement agreement, or order; not paid an annual fee.
Note: The Applicant's Certification shall be signed pursuant to 15A NCAC 02T .0106(h i. An alternate person may be delegated as
the signing official if a letter is provided pursuant to 15A NCAC 02T .0106(c). Pursuant to § 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 tp exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: /.A
THE COMPLETED APPLICATION AND ATTACHMENTS SHALL BE SUBMITTED AS A SINGLE PDF FILE VIA:
Email:
Non-Discharge.Reports%a ncdenr.gov
Laserfiche Upload:
htt ps://edocs.deq.nc.uov/Form s/NonDischarge-Branch-
Submittal-Form-Ver2
FORM: HRIS-R 02-21
Page 6 of 6

GENERAL NOTES:
1. PROJECT:
LANE'S FERRY WASTEWATER TREATMENT AND DISPOSAL SYSTEM
2. DEVELOPER:
HCT PENDER, LLC
CIO CHRISTIAN H. TRASK - MEMBER MANAGER
2511 CANTERBURY ROAD
WILMINGTON, NC 28403
3. PROJECT LOCATION:
N.C. HWY 210 AT MORNING GLORY ROAD
ROCKY POINT, NC 28457
4. LANE'S FERRY DEVELOPMENT BOUNDARY BASED ON DEEDS RECORDED AT
PENDER COUNTY REGISTERS OF DEEDS:
DB. 1543, PG. 182-185 (PARCEL NORTH SIDE OF NC HWY 210)
DB. 1543, PG. 189-191 (PARCEL SOUTH SIDE OF NC HWY 210)
5. VERTICAL DATUM: NGVD 1988
6. HORIZONTAL DATUM: N.C. GRID NAD 1983
7. FEMA DATA: PROJECT SPECIFIC FLOOD ZONES "X", "SHADED X", AND "AE (8.5)"
PER FIRM CID No: 370344 3245 J, ADOPTED 2/16/07
(SUBJECT TO CHANGE BY FEMA)
8. ADDITIONAL SETBACKS FOR INFILTRATION UNITS:
3.A. NO KNOWN PRIVATE OR PUBLIC WATER SUPPLY SOURCES WITHIN 200'
3.B. NO KNOWN WELLS WITHIN 100'
3.C. NO KNOWN IMPOUNDED PUBLIC WATER SUPPLIES WITHIN 500'
3.D. NO KNOWN SHALLOW GROUNDWATER SUPPLIES WITHIN 500'
4. ANY EXISTING MONITORING WELLS AT THE SITE SHALL BE PROPERLY
ABANDONED PER THE REQUIREMENTS OF 15A NCAC 02C.0113
NOTES REGARDING TRANSFER OF R/W THOUGH SITE:
(A) NOTICE SHALL BE PROVIDED TO NCDOT OF THE PERMIT,
INCLUDING THE PERMIT NUMBER, A DESCRIPTION OF THE TYPE OF
PERMIT, AND THE NAME, ADDRESS AND TELEPHONE NUMBER OF
THE PERMITTING AGENCY;
(B) A RESTRICTIVE COVENANT SHALL RUN WITH THE LAND AND IN
FAVOR OF THE PERMITTEE AND THE STATE, AS A THIRD PARTY
BENEFICIARY, WHICH PROHIBITS THE CONSTRUCTION AND
OPERATION OF WATER SUPPLY WELLS WITHIN THE COMPLIANCE
BOUNDARY;
(C) A RESTRICTIVE COVENANT SHALL RUN WITH THE LAND AND IN
FAVOR OF THE PERMITTEE AND THE STATE, AS A THIRD PARTY
BENEFICIARY, WHICH GRANTS THE RIGHT TO THE PERMITTEE AND
THE STATE TO ENTER ON SUCH PROPERTY WITHIN THE
COMPLIANCE BOUNDARY FOR GROUNDWATER MONITORING AND
REMEDIATION PURPOSES.
0
m
a
n
ri
N
N
0
M
O
a
0
N
M
N
8
m
60
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.4
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N
SONDRNOW R FoRMeRLY
STRING/ E D0 HOOSIER
0•9. 1870, PO 272AL
ROOSE W OR FORMERLY
D.B. -1, Pc /995 HEIRS
i
REVIEW BOUNDARY
GROUNDWATER MONITORING
WELL NO. PZ-8
N = 254,075.59
E = 2,345,935.14
COMPLIANCE BOUNDARY
GROUNDWATER MONITORING
WELL NO. PZ-9
N = 254,001.91
E = 2,345,834.16
BACKGROUND
GROUNDWATER MONITORING
WELL NO. PZ-10
N = 253,800.36
E = 2,345,557.94
w
2
N34.441863 }
W77. B53892 .
N34.442408
W77.852968
500.0'
PHASE 2 - 200,000 GPD
ADDITIONAL 100,000 GPD
MLE PLANT CONVERTED
TO DIGESTER AT PHASE 3
PHASE 3 - 400,000 GPD ,
400,000 GPD MLE
PLANT
PHASE 4 - 800,000 GPD,,,
ADDITIONAL 400,000 GPD.
MLE PLANT,
SECURITY FENCE
1
OPERATOR'S
BUILDING
(ALL PHASES)
BLOWER BUILDING
(PHASES 3 & 4)
,Lc-
i
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II / 1
1
11101. 1
It IIII
}I II t
, a
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p$
1
■
N34.442608
W77.852630
IN3
W7
442815
52417
PHASE 1 - 100,000 GPD
100,000 GPD MLE PLANT
CONVERTED TO
EQUALIZATION AT PHASE 3
PROPOSED `
-INGRSS/EGRET
-4 UTILITY
NOW FORMERLY FORMERLY
CHARLE
OE
0.8. 1359, PG 15 ET AL
EASEMENT.
AORyANw OR FORMci,ERLY
D.B. 352 �P262 T AL
I
(
sap 111E1
Cr-- 0
"404" JURSIDICTIONAL,
WETLANDS
1
UM INN
" 0- O
PROPOSED MONITORING
PIEZOMETER
PZ-7 • •••
7
13,
125.0' -
100
1
•1S-
EFFLUENT
COMPLIANCE BOUNDARY/
th
0.
REVIEW BOUNDARY
0
FIRM ZONE:
(2% ANNUAL\
FLOOD HAZARD),_
W77.850798
HIGH -RATE INFILTRATION
BASIN #1
PROPOSED MONITORING
PIEZOMETER
PZ-2
0/L WERING DRAINAGE SYSTEM /-
SUBSIJRFACE GROUNDWATER
CONSTRUCTED BY PHASE
PROPOSEDI▪ VIONITORING
PHASE 3 - 400,000 GPD
HIGH -RATE INFILTRATION
„BASIN #21
o
PROPOSED MONITORING
PIEZOMETER
FIRM ZONE: AE
(BASE FLOOD
ELV.: 8.5')
FIRM ZONE: AE
• „ (BASE FLOOD
ELV.: 8.5')
W77.850711
PUMP STATION
(ALL PHASES)
EFFLUENT FORCE
MAIN TO HIGH RATE
INFILTRATION BASINS
163.3'
SECtIRITY
4 GATE
GA/ Allr
/ R=25' (TYP.)
q.
TREATMENT AND DISPOSAL SITE B
PROPOSED MONITORING
PIEZOMETER
PZ-4
N34.442146
W77.850575
PROPOSED MONITORING
PIEZOMETER
PZ-5
N34.442593
W77.850659
-7 HIGH -RATE INFILTRATION
BASIN #3
'PROPOSED MONITdRING
NDARY
& FUTURE DEVELOPMENT SETBACK
GRAPHIC SCALE
0 50 100
( IN FEET )
200
(SEE NOTES A-C)
EXISTING DITCH
400
FIRM ZONE:
SHADED X
(2% ANNUAL
FLOOD HAZARD)
N34.441875
W77.850524
N34.441424
03
REVIEW BOL
COMPLIANCE BOUNDARY
tt
1\
sit
PROPOSED SITE
BOUNDARY ,
11
GRO• UNDWATER
PUMP STATION
(ALL PHASES)
NDARY
GROUNDWATER
FORCE MAIN TO
EXISTING LAKE
LOCATED SOUTH
OF HWY 210
20' UTILITY
EASEMENT
\I-Ti
co
0
c
z
o
OPEN SPACE
500.0'
FIRM ZONE: AE
(BASE FLOOD
ELV.: 8.5')
/ 215
FIRM ZONE:
SHADED X
OPEN SPACE
/ 214
69
FIRM ZONEi_Z
ROADWAY IMPROVEMENTS
& WATER MAIN EXTENSION
BY OTHERS
46
35 NOTE:
LOT LINES SHOWN ARE
PROPOSED FUTURE
34 DEVELOPMENT.
32
cn
71
0
CO
2
48
49
ff PLAN LEGEND
PROPERTY LINE
ADJOINER PROPERTY LINE
RIGHT OF WAY LINE
-
FEMA FLOOD BOUNDARY (ZONE AS NOTED)
m'k'''-c"''''''
- '
EX. SOIL BOUNDARY (TYPE AS NOTED)
-
........__
EXISTING TREE LINE
-
PROPOSED UNDER DRAIN
PROPOSED FORCE MAIN
FM
FM
PROPOSED SECURITY FENCE
GROUNDWATER COMPLIANCE BOUNDARY
ME Ell
GROUNDWATER REVIEW BOUNDARY
500' DISPOSAL SITE SETBACK
PROPOSED MONITORING PIEZOMETER
*
58
57
56
55
79
80
Bissell Professional Group
BISSELL Firm License # C-956
3512 North Croatan Highway
P.O. Box 1068
Kitty Hawk, North Carolina 27949
[phone]
FAX [phone]
Engineers, Planners, Surveyors
and Environmental Specialists
SITE MAP, PHASING,
BOUNDARIES & SETBACKS
THIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTY
HAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE OR
PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TO
BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.
BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.
WASTEWATER TREATMENT & DISPOSAL SYSTEM
ES J
�������lt+�� REVISIONS
.\.•.•" • • ,O• ,p,,,NO, DATE DESCRIPTION BY
4j , `� yt 3/7/19 UPDATE PLAN SET KFW
�► 7-12-21 Permit Modification Revisions. WGY
�:Z `• N; n3 8/27/21 RIGHT—OF—WAY NOTES KFW
DATE:
SCALE.
06/06/19
1" = 100'
DESIGNED
CHECKED:
BPG
MSB
DRAWN:
APPROVED:
KFW
BPG
SHEET:
OF
CAD FILE:
435300B2
PROJECT NO:
4353

STATE OF NORTH CAROLINA
COUNTY OF Select Permit No. _WQ0033710
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Select Pender County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Lane's Ferry Landing (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION. for the issuance of a permit pursuant to G.S.
143-215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration,
the Lane's Ferry Landing Association, Inc. (hereinafter Association), a
non-profit corporation organized and existing under and by the virtue of the laws of the State of North
Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto,
the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 01-20 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element, which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmenta!
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide
in the Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
HCT Pender, LLC
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
S. Daniel Smith, Director
Division of Water Resources
(Date)
Name of DEVELOPER
B.
(Signature)
40l 1 L 4/r %/-
Print Name and Title
/
(Date)
FORM: DEV 01-20
Page 2 of 2