WQ0042769_Application (FTSE)_20210818

&1YJ
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www. ag riwa ste. co m
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
Jennifer Graznak
Environmental Program Supervisor II
NC Department of Environmental Quality
Winston-Salem Regional Office
Water Quality Section
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
August 9, 2021
Subject: T3T Cranbrook, LLC
Cranbrook Village Mobile Park Wastewater Collection System
4309 Old Liberty Place, Greensboro, NC 27406
Guilford County
NCO22098
Dear Ms. Graznak;
Please consider this information as support for a Fast Track Sewer System Extension
(FTSE) application for a replacement wastewater treatment system to serve the
Cranbrook Village Mobile Home Park (facility). This is a private facility and will not be
publicly bid. The facility address is 4309 Old Liberty Place, Greensboro, NC 27406 and
is located in Guilford County. The facility is served by an existing wastewater treatment
plant that is covered under Individual Permit NC0022098. It is our understanding that
the existing collection system components were deemed permitted under this existing
permit. The existing permit has a permitted flow of 10,000 gpd. An Authorization to
Construct application has been submitted in order to replace the existing wastewater
treatment plant. This FTSE application is being submitted in order to replace parts of the
existing collection system components and should be considered as a maintenance
activity and associated process modification. There is no change requested to the
permitted flow and as such is not a new or expanding system. The existing gravity
collection components located at the property are not considered in this application.
The new wastewater treatment system consists of the Orenco Systems, Inc., AdvanTex
technology and specifically the AX-Max treatment unit. The AdvanTex technology is a
recirculating media filter (similar concept to a recirculating sand filter). The new system
will employ three (3) AX-Max units to provide treatment of the facilities wastewater
prior to the treated effluent being discharged. The new wastewater treatment system is
different than the existing "package plant".

Due to operational issues with the existing collection system, new tankage will also be
installed throughout the park to upgrade the collection system. With the park layout, the
units are broken into four (4) clusters for the initial waste collection. The electrical
components for the collection system will be controlled and monitored by the main
control panel located at the treatment system. The new system will incorporate the
following main components:
Collection System
- NW Cluster of Park
- SW Cluster of Park
- NE Cluster of Park
- E Cluster of Park
Septic Tank and Pump Tank
STEP Tank
STEP Tank
STEP Tank
Treatment System
- Flow Equalization Tank
- Triple AX-Max Treatment Units
- UV Disinfection
- Control Panel including monitoring components in Control Building
- Discharge Outfall with Rip -rap
We have discussed the proposed collection and conveyance system with Christyn
Fertenbaugh at NC DEQ and believe that we have met all 15A NCAC .02T .0300
requirements for Duplex STEP Pump Systems. The requirements of the "Minimum
Design Criteria for the Permitting of Pump Stations and Force Mains" have been
addressed by the following:
1.) References and Documentation:
The required engineering calculations for pump run/cycle times, buoyancy,
emergency storage capacity, and pipe velocities have been included with this document.
The receiving facility will be the proposed wastewater treatment plant described in the
AtC application. The receiving facility has the capacity to process all wastewater
conveyed to it under peak conditions. Site Plan drawings of the collection system have
also been included in this document. The specifications for the system components were
included in the AtC application and can be referenced there.
2.) Pump Design:
The pumps used in the collection system will convey only filtered effluent. The
selected pumps are suitable for conveying filtered effluent at the specified pump run and
cycle times. All STEP/pump tanks are equipped with duplex pumps and will be
connected to an emergency generator that will automatically power the system in the
event of power failure. The specified pumps can convey all incoming wastewater at peak
flows. The calculations used in the pump design are attached to this document. The
specifications for the system pump components were included in the AtC application and
can be referenced there.

3.) Pump Station Design:
The tanks proposed for the collection system will be accessible from the existing
roadways located throughout the property. All tank access lids will be secured by a
minimum of four (4) screws to meet the access security requirements. The proposed
tanks are concrete tanks designed for use in wastewater collection and treatment
applications. The tanks will be vented to prevent the accumulation of gases within the
tanks. The tank access risers will be sealed to the tanks and the access lids will be sealed
to prevent infiltration from the 100-YR flood level. All vents and electrical enclosures
will be located a minimum of 2' above the 100-YR flood level. The tanks selected have
a minimum hydraulic detention time of 2.5 days and a minimum 24-hr emergency storage
capacity at the daily design flows. The calculations used in the tank designs are attached
to this document. The specifications for the system tank components were included in
the AtC application and can be referenced there.
4.) Force Main Design:
All system piping will be Sch 40 PVC and will conform to the specifications
included in the AtC application. The plan and profile views of the force mains are
included in the attached system drawings. The force mains have been designed to carry
the design flow at minimum 2 ft/s velocity and maximum 8 ft/s velocity. The required
burial depths have been provided on the system drawings, the separation distances to
other utilities not shown on the system drawings will be verified prior to construction of
the system. The calculations used in the force main designs are attached to this
document.
5.) Electrical and Instrumentation/Control System Design:
The electrical components for the collection system will be controlled and
monitored by the main control located at the treatment system. The panel will be capable
of remote monitoring and data logging. All exterior electrical enclosures will have a
NEMA 4X rating and will be locked. All electrical enclosures will be located a minimum
of 2' above the 100-YR flood level. In order to meet the power reliability requirement, a
standby generator is proposed for this system. The generator will be automatically
activated in the event of power interruption via an automatic transfer switch installed by a
licensed electrician. The generator will be capable of powering all essential conveyance
and treatment units under design conditions. The generator will be an all-weather,
outdoor generator and will be fueled by a buried liquid propane tank. The specifications
for the electrical components were included in the AtC application.
6.) Quality Assurance and Quality Control:
The requirements for Quality Assurance and Quality Control listed in the
"Minimum Design Criteria for the Permitting of Pump Stations and Force Mains" will be
completed during the construction of the system. However, we would like to propose
low pressure air testing of the force mains be allowed in lieu of a hydrostatic pressure
test.

The following information is included for your review:
Section A: One Original and One Copy of Application and Supporting
Documents
- Included in Submission.
Section B: Cover Letter
- Included as this letter.
Section C: Application Fee
- Application Fee Included.
Section D: Fast Track Application
- Form Included (Appendix D).
- Documentation of Registered Business Included (Appendix D).
Section E: Flow Tracking/Acceptance Form
- N/A Downstream treatment facility is under same ownership.
Section F: Site Maps
- USGS Topo Map Included (Appendix F).
- Guilford County GIS Aerial Photography Map Included (Appendix F)
Section G: Existing Permit
- Permitting Narrative Included (Appendix G).
- Permit NCO022098 Included (Appendix G).
Section H: Power Reliability Plan
- Included (Appendix H).
Section I: Certificate of Public Necessity and Convenience
- N/A System is not part of a Privately -Owned Public Utility.
Section J: Operational Agreements
- N/A System is not part of a HOA/POA or Developer plan for lots to be
sold.
Section L: Supporting Information Attachments
- Site Plans Included (Appendix L).
- Engineering Calculations Included (Appendix L).

Thank you for your review of this information. If you have any questions or comments
on this information, please feel free to contact me at kdavidson(ibagriwaste.com or via
telephone at 919-367-6310.
Regards,
Kevin D. Davidson, P.E.
V.P. of Engineering

Appendix List
Appendix D Fast Track Sewer System Extension Application
Appendix F Site Maps
Appendix G Existing Permit
Appendix H Power Reliability Plan
Appendix L Supporting Information Attachments

Appendix D
Fast Track Sewer System Extension Application
- Form FTA 06-21
- Documentation of Registered Business from
the North Carolina Secretary of State

State of North Carolina
Department of Environmental Quality
DWR
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional En ig'neer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
® Submit a copy of the most recently issued existing permit.
® Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
® The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
® Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEW
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

DWR
Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: T3T Cranbrook, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Rich Colangelo per 15A NCAC 02T .0106(b)
Title: Designated Representative
4. Applicant's mailing address: 1150 Hungry Neck Blvd, Suite C-539
City: Mount Pleasant State: SC Zip: 27464-
5. Applicant's contact information:
Phone number: [phone] Email Address: richgtrubuild.com
II. PROJECT INFORMATION:
1. Project name: Cranbrook Village Mobile Home Park Wastewater Collection System
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Guilford
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.00234' Longitude:-79.75190'
5. Parcel ID (if applicable): 7872706925 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kevin D. Davidson
Firm: Agri -Waste Technology, Inc.
Mailing address: 501 N. Salem Street, Suite 203
City: Apex State: NC Zip: 27502-_
Phone number: [phone] Email Address:
License Number: NC #024582
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Cranbrook Village WWTP Permit Number: NCO022098
Owner Name: T3T Cranbrook, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic 0 % Commercial 0 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? [—]Yes ®No
➢ If yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(i))
Daily Design Flow a,b
No. of Units
Flow
Residential
117.65 gal/day
85
10,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total T
GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
® Flow has already been allocated in Permit Number: NCO022098 Issuance Date: 10/01/2016
® Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: SW Cluster STEP Tank
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.002890 Longitude:-79.751620
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.001882 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 20.00 gallons per minute (GPM) at 18.48 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
1.5 75 Sch 40 PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NE Cluster STEP Tank
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.00352' Longitude:-79.750600
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.001765 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 20.00 gallons per minute (GPM) at 31.24 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
1.5
350
Sch 40 PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: E Cluster STEP Tank
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.002740 Longitude:-79.751250
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.002588 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 20.00 gallons per minute (GPM) at 23.12 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
1.5 175 Sch 40 PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NW Cluster STEP Tank
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.003780 Longitude:-79.752080
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.003765 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 20.00 gallons per minute (GPM) at 27.76 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
1.5 275 Sch 40 PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(fl & (g)? ® Yes [—]No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(fl or (g), see Section X.1 of this application
*I 5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes [-]No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? [-]Yes [-]No ® N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [—]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permitee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Grayi1y Sewer Minimum Design Criteria (latest, version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the allproval of the permit, and ro'ects reguirina a variance approval ma • be subject to lon er
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
silzrilficant portion of the -project, the full technical review is re aired.
Professional Engineer's Certification
Cranbrook Village Mobile Home
1 Kevin D. Davidson , attest that this application for Park Wastewater Collection System
(Professional Engineer's name from Application Item Ill. I -) (Project Name from Application Item IL 1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. [ further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria f r Gravi1y Sew latest versio , and the Minimum Design Criteria,for the Fast -Track Permittin
of PumR Stations and Force Mains latest version . Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $ I0,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (2I NCAC 56.0701)
............._­ ­_-►isi. LA..__........_._.......
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1Rich Colangelo, Authorized Representative attest that this application for
(Signature Authority Name from Application item 1.3.)
IL
Cranbrook Village Mobile Home
Park Wastewater Collection System
(Project Name from Application Item [[.1)
tL
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. 1 also understand that if'all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10.000 as well as civil penalties up to $25,000 per violation.
Signature:��:i: ► Date-
8/6/2021
FORM: FTA 06-21 Page 5 of 5

NORTH CAROLINA
Department of the Secretary of State
CERTIFICATE OF REINSTATEMENT
WHEREAS, T3T Cranbrook, LLC (herein the "limited liability company") was
administratively dissolved pursuant to N.C.G.S.§57D-6-06, effective as of the 15th day
of June, 2021, for failure to file Annual Reports due under Chapter 57D of the North
Carolina General Statutes within 60 days after they were due; and
WHEREAS, the limited liability company has filed an Application for Reinstatement
following Administrative Dissolution, dated 6th day of August, 2021, stating that the
grounds for such administrative dissolution either did not exist or have been eliminated;
and
WHEREAS, the Secretary of State has determined that the Application for Reinstatement
filed by the limited liability company contains the information required by N.C.G.S. §55
-14-22(a) and that such information is correct; therefore
IT IS HEREBY ORDERED that the Certificate of Dissolution issued to the limited
liability company on the 15th day of June, 2021 is hereby canceled, and that the limited
liability company is reinstated pursuant to N.C.G.S. §57D-6-06(c) effective as of the
15th day of June, 2021.
Scan to verify online.
Document Id: C202121101258
Verify this certificate online at https://www.sosnc.gov/verification
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 6th day of August, 2021.
Secretary of State

SOSID: 1915307
Date Filed: 8/6/2021 12:41:00 PM
Effective: 6/15/2021
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C2021 211 01258
APPLICATION FOR REINSTATEMENT FOLLOWING ADMINISTRATIVE DISSOLUTION OF
LIMITED LIABILITY COMPANY
Pursuant to §57D-6-06(c) of the North Carolina General Statutes, the undersigned limited liability company hereby submits this
Application for Reinstatement Following Administrative Dissolution:
I . The name of the applicant limited liability company is: T3T Cranbrook, LLC
2. The effective date of the administrative dissolution of the applicant limited liability company was:
6/15/2021
The ground or grounds for administrative dissolution of the applicant limited liability company as stated in its Certificate of
Dissolution was or were: f a i I u re to file
4. Complete either (a) or (b) as appropriate:
(a) The grounds stated above for the administrative dissolution of the applicant Limited Liability Company did not exist.
(Insert brief explanation.)
(b) The grounds stated above for the administrative dissolution of the applicant Limited Liability Company have been
eliminated. (Insert brief explanation.)
all reports filed and paid
5. Enclosed is a fee of $100.00 as required by §57D-1-22(18) of the North Carolina General Statutes.
This the 2nd day of August 2021
T3T Cranbrook, LLC
Name of Limited Liability Company
ZIAky�--
Signature
Samuel Spottswood Taliaferro III, Manager
Type or Print Name and Title
Notes:
I . Filing fee for this Application for Reinstatement is $100.00, payable by check made to the order of the Secretary of State.
2. This Application must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 2017) (Form G-08)

Appendix F
Site Maps
- USGS Topo Map
- Guilford County GIS Aerial Photography Map

The National Map Advanced Viewer
a .
0
SPILL Rri
�'I V `,
Proposed Waste
Treatment S
7?1512021. 6.22.38 PM
Cluster
ter
119,028
0 335 67a
1.340 tt
0 100 toa
auo M
LG25 TAt. Nab&iW Mw N7Goma B " .. Wii"L 3GEP E a.
usas

Guilford County, NC
. s" P��Ft04y
F.
r
•.' - .Y , .
AO%'
ON
''r a '.Pr `
Id
:.•=cam•M14
ip -�,'�Al Ate.-•: � .,`+r. _
Ar" - r
P.
SON RAMP
July 16, 2021
1:4,800
0 225 450 900 ft
0 65 130 260 m
eep information provided over the internet accurate and up-to-date, Guilford County does not certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data herein, or for their use or interpretation by the User.

Appendix G
Existing Permit
Permitting Narrative
- Permit NCO022098

Permitting Narrative
The property is currently served by an existing Wastewater Collection and Treatment
System covered under Permit NC0022098. It is our understanding that the existing
Collection System was deemed permitted. The existing Collection System Permit could
not be located. The existing Wastewater Treatment Plant serving the property will be
replaced by a new treatment plant under a separate Authorization to Construct
Application. We are currently working with Julia Byrd in the NC DEQ Water Quality
Permitting Branch on the new Authorization to Construct Application.
This Fast Track Sewer Extension Application only considers the new STEP, Septic, and
Pump Tanks and their supply lines to the proposed treatment system. The new collection
components will tie into the existing gravity collection system where these existing lines
currently meet at their common points; therefore, the existing gravity collection
components are not considered as part of this application. The existing lift stations and
decommissioned collection lines shall be properly abandoned.
We have discussed the proposed collection and conveyance system with Christyn
Fertenbaugh at NC DEQ and believe that we have met all 15A NCAC .02T .0300
requirements for Duplex STEP Pump Systems.

Permit NCO022098
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-2IS. 1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
NC LAND LEASE, LLC
is hereby authorized to discharge wastewater from a facility located at the
Cranbrook Village WWTP
4309 Old Liberty Place
Guilford County
to receiving waters designated as Little Alamance Creek in subbasin 03-06-03 of the
Cape Fear River Basin in accordance with effluent limits, monitoring requirements,
and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective October 1, 2016.
This permit and authorization to discharge shall expire at midnight on June 30, 2021.
Signed this day August 18, 2016
S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 6

Permit NCO022098
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under
the permit conditions, requirements, terms, and provisions included herein.
NC LAND LEASE, LLC IS HEREBY AUTHORIZED TO:
1. Continue to operate an existing 0.01 MGD wastewater treatment facility with the
following components:
♦ Influent pump station
♦ Aerated digester / sludge holding tank (underground)
♦ Bar screen
♦ Aeration basin
♦ Clarifier
♦ Effluent chlorination with chlorine contact basin
♦ Tablet dechlorination
This facility is located southeast of Greensboro at the Cranbrook Village WWTP in
Guilford County.
2. Discharge from said treatment works at the location specified on the attached
map into Little Alamance Creek, classified WS-IV NSW waters in the Cape Fear
River Basin.
Page 2 of 6

Permit NC0022098
Part I
A. (1) EFFLUENT LIMITS AND MONITORING REQUIREMENTS
[15A NCAC O2B.O40O et seq., 15A NCAC O2B.O5OO et seq.]
During the period beginning on the effective date of this permit and lasting until expiration,
the permittee is authorized to discharge treated wastewater from outfall 001. Such discharges
shall be limited' and monitored by the permittee as specified below:
EFFLUENT CHARACTERISTICS
Parameter Description - PCS Code
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Unit of
Measure
Measurement
Frequency
Sample Type
Sample
Location
Flow - 50050
0.01
MGD
Weekly
Instantaneous
Influent or
Effluent
BOD, 5-Day (20 Deg. C) 00310
30.0
45.0
mg/L
Weekly
Grab
Effluent
Total Suspended Solids 00530
30.0
45.0
mg/L
Weekly
Grab
Effluent
Ammonia Nitrogen (as N) - 00610
November 1 - March 31
24.0
35.0
mg/L
Weekly
Grab
Effluent
Ammonia Nitrogen (as N) - 00610
April 1 - October 31
3.8
19.0
mg/L
Weekly
Grab
Effluent
Fecal Coliform (geometric mean) - 31616
200
400
#/100 ml
Weekly
Grab
Effluent
pH - 00400
> 6.0 and < 9.0 standard units
s.0
Weekly
Grab
Effluent
Total Residual Chlorine (TRC)2 - 50060
28
lug/L
2 / week
Grab
Effluent
Temperature, 'Centigrade - 00010
deg. C
Daily --
weekdays
Grab
Effluent
Total Phosphorus (as P) - 00665
mg/L
Quarterly
Grab
Effluent
Total Nitrogen (as N)3 - 00600
mg/L
Quarterly
Grab
Effluent
Total Kjeldahl Nitrogen (as N) - 00625
mg/L
Quarterly
Grab
Effluent
Nitrite plus Nitrate Total (as N) - 00630
mg/L
I Quarterly
Grab
Effluent
Footnotes:
1. No later than December 21, 2016, the permittee shall begin submitting discharge
monitoring reports electronically using the Division's eDMR system [see A. (3)].
2. The facility shall report all effluent TRC values reported by a NC certified laboratory
including field certified. However, effluent values < 50 µg/L will be treated as zero for
compliance purposes.
3. TN = TKN + NO3-N + NO2-N, where TN is Total Nitrogen, TKN is Total Kjeldahl Nitrogen,
and NO3-N and NO2-N are Nitrate and Nitrite Nitrogen, respectively
There shall be no discharge of floating solids or visible foam in other than trace
amounts.
Page 3 of 6

Permit NCO022098
A. (2) NUTRIENT REOPENER CONDITION
[NCGS 143-215.1 ]
Pursuant to N.C. General Statutes Section 143-215.1 and the implementing rules found in
the North Carolina Administrative Code at 15A NCAC 2H.0112 (b) (1) and 2H.0114 (a) and
Part II sections B-12 and B-13 of this permit, the Director may reopen this permit to require
supplemental nutrient monitoring of the discharge. The purpose of the additional
monitoring will be to support water quality modeling efforts within the Cape Fear River
Basin and shall be consistent with a monitoring plan developed jointly by the Division and
affected stakeholders. In addition, the results of water quality modeling may require that
limits for Total Nitrogen and Total Phosphorus be imposed in this permit upon renewal.
A. (3) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[NCGS 143-215.1 (b)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and program reports and specify that, if a state does not establish a system to receive such
submittals, then permittees must submit monitoring data and reports electronically to the
Environmental Protection Agency (EPA). The final NPDES Electronic Reporting Rule was
adopted and became effective on December 21, 2015.
NOTE: This special condition supplements or supersedes the following sections within Part
II of this permit (Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2.) Reporting
• Section D. (6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reporting Requirements [Supersedes Section D. (2.) and Section E. (5.) (a)]
Effective December 21, 2016, the permittee shall report discharge monitoring data
electronically using the NC DWR's Electronic Discharge Monitoring Report (eDMR)
internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each
month and submitted electronically using eDMR. The eDMR system allows permitted
facilities to enter monitoring data and submit DMRs electronically using the internet.
Until such time that the state's eDMR application is compliant with EPA's Cross -Media
Electronic Reporting Regulation (CROMERR), permittees will be required to submit all
discharge monitoring data to the state electronically using eDMR and will be required to
complete the eDMR submission by printing, signing, and submitting one signed original
and a copy of the computer printed eDMR to the following address:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Page 4 of 6

Permit NCO022098
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due
to the facility being physically located in an area where less than 10 percent of the
households have broadband access, then a temporary waiver from the NPDES electronic
reporting requirements may be granted and discharge monitoring data may be
submitted on paper DMR forms (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director. Duplicate signed copies shall be submitted to the mailing address above. See
"How to Request a Waiver from Electronic Reporting" section below.
Regardless of the submission method, the first DMR is due on the last day of the month
following the issuance of the permit or in the case of a new facility, on the last day of the
month following the commencement of discharge.
Starting on December 21, 2020, the permittee must electronically report the following
compliance monitoring data and reports, when applicable:
Sewer Overflow/Bypass Event Reports;
Pretreatment Program Annual Reports; and
Clean Water Act (CWA) Section 316(b) Annual Reports.
The permittee may seek an electronic reporting waiver from the Division (see "How to
Request a Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(1)(9), the permittee must identify the initial recipient
at the time of each electronic submission. The permittee should use the EPA's website
resources to identify the initial recipient for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means
the entity (EPA or the state authorized by EPA to implement the NPDES program) that is
the designated entity for receiving electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic
reporting tool for each type of electronic submission and for each state. Instructions on
how to access and use the appropriate electronic reporting tool will be available as well.
Information on EPA's NPDES Electronic Reporting Rule is found at:
http: / /www2.epa.gov/compliance/final-national-pollutant-discharge-elimination-
system-npdes-electronic-reporting-rule.
Electronic submissions must start by the dates listed in the "Reporting Requirements"
section above.
3. How to Request a Waiver from Electronic Reporting
The permittee may seek a temporary electronic reporting waiver from the Division. To
obtain an electronic reporting waiver, a permittee must first submit an electronic
reporting waiver request to the Division. Requests for temporary electronic reporting
waivers must be submitted in writing to the Division for written approval at least sixty
(60) days prior to the date the facility would be required under this permit to begin
Page 5 of 6

Permit NC0022098
submitting monitoring data and reports. The duration of a temporary waiver shall not
exceed 5 years and shall thereupon expire. At such time, monitoring data and reports
shall be submitted electronically to the Division unless the permittee re -applies for and
is granted a new temporary electronic reporting waiver by the Division. Approved
electronic reporting waivers are not transferrable. Only permittees with an approved
reporting waiver request may submit monitoring data and reports on paper to the
Division for the period that the approved reporting waiver request is effective.
Information on eDMR and the application for a temporary electronic reporting waiver are
found on the following web page:
http://deq.nc. og_v/about/divisions/water-resources/edmr
4. Signatory Requirements [Supplements Section B. (11.) (b) and Supersedes Section
B. (11.) (d)l
All eDMRs submitted to the permit issuing authority shall be signed by a person
described in Part II, Section B. (11.)(a) or by a duly authorized representative of that
person as described in Part II, Section B. (11.)(b). A person, and not a position, must be
delegated signatory authority for eDMR reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an
eDMR user account and login credentials to access the eDMR system. For more
information on North Carolina's eDMR system, registering for eDMR and obtaining an
eDMR user account, please visit the following web page:
http://deq.nc. og_v/about/divisions/water-resources/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system
shall make the following certification [40 CFR 122.221. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fines and
imprisonment for knowing violations. "
5. Records Retention [Supplements Section D. (6.)]
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years
from the date of the report. This period may be extended by request of the Director at
any time [40 CFR 122.41].
Page 6 of 6

Appendix H
Power Reliability Plan

Reliability — Power
In order to meet the power reliability requirement, a standby generator is proposed for
this system. The generator will be automatically activated in the event of power
interruption via an automatic transfer switch installed by a licensed electrician. The
generator will be capable of powering all essential conveyance and treatment units under
design conditions. The generator will be an all-weather, outdoor generator and will be
fueled by a buried liquid propane tank.

Quietsource°
Series
INCLUDES:
• Two Line LCD Tri-Lingual Digital NexusT""
Controller
• Isochronous Electronic Governor
• Sound Attenuated Enclosure
• Closed Coolant Recovery System
• Smart Battery Charger
• UV/Ozone Resistant Hoses
• ±1% Voltage Regulation
• Natural Gas or LP Operation
• 2 Year Limited Warranty
• UL 2200 Listed
FEATURES
O INNOVATIVE DESIGN & PROTOTYPE TESTING are key components of
GENERAC'S success in "IMPROVING POWER BY DESIGN." But it
doesn't stop there. Total commitment to component testing, reliability
testing, environmental testing, destruction and life testing, plus testing
to applicable CSA, NEMA, EGSA, and other standards, allows you to
choose GENERAC POWER SYSTEMS with the confidence that these
systems will provide superior performance.
O TEST CRITERIA:
PROTOTYPE TESTED
SYSTEM TORSIONAL TESTED
GENERAL
QUIETSOURCE® SERIES
Standby Generators
Liquid -Cooled Gas Engine
Standby Power Rating
Model OT022 (Aluminum - Gray) - 22 kW 60 Hz
Model OT027 Aluminum - Gray) - 27 kW 60 Hz
Model OT036 (Aluminum - Gray) - 36 kW 60 Hz
o e(Aluminum - ray - 48 kVV 60 Hz
4i
GENERAC =_
uL Ds M QUIET
LISTED
Meets EPA Emission Regulations
22 & 27 kW are CA/MA emissions compliant
48 kW meets CA/MA emissions requirements with optional catalyst
36 kW not for sale in CA/MA
O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION.
This state-of-the-art power maximizing regulation system is standard on
all Generac models. It provides optimized FAST RESPONSE to changing
load conditions and MAXIMUM MOTOR STARTING CAPABILITY by
electronically torque -matching the surge loads to the engine. Digital
voltage regulation at -1%.
O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer
network provides parts and service know-how for the entire unit, from the
engine to the smallest electronic component.
NEMA MG1-22 EVALUATION O GENERAC TRANSFER SWITCHES. Long life and reliability are
MOTOR STARTING ABILITY synonymous with GENERAC POWER SYSTEMS. One reason for this
confidence is that the GENERAC product line includes its own transfer
systems and controls for total system compatibility.
ISO
soot-
20D8

22 • 27 • 36 • 48 kW
GENERATOR SPECIFICATIONS
Type
Synchronous
Rotor Insulation Class
H (22 & 27 kW) or
F (36 & 48 kW)
Stator Insulation Class
H
Telephone Interference Factor (TIF)
<50
Alternator Output Leads 1-Phase
4 wire
Alternator Output Leads 3-Phase
6 wire
Bearings
Sealed Ball
Coupling
Flexible Disc
Excitation System
Direct
VOLTAGE REGULATION
Type
Electronic
Sensing
Single Phase
Regulation
± 1%
GOVERNOR SPECIFICATIONS
Type
Electronic
Frequency Regulation
Isochronous
Steady State Regulation
± 0.25%
ELECTRICAL SYSTEM
Battery Charge Alternator
12 Volt 30 Amp
Static Battery Charger
2 Amp
Recommended Battery
Group 26 (22, 27 & 36 kW)
or Group 24F (48 kW), 525CCA
System Voltage
12 Volts
GENERATOR FEATURES
Revolving field heavy duty generator
Directly connected to the engine
Operating temperature rise 120 °C above a 40 °C ambient
Class H insulation is rated at 150 °C rise at 25 °C ambient
Class F insulation is rated at 145 °C rise at 25 °C ambient
All models fully prototyped tested
ENCLOSURE FEATURES
Aluminum weather
Ensures protection against mother nature.
protective enclosure
Electrostatically applied textured epoxy paint for added
durability.
Enclosed critical grade
Quiet, critical grade muffler is mounted inside the unit
muffler
to prevent injuries.
Small, compact, attractive
Makes for an easy, eye appealing installation.
SAE
Sound attenuated enclosure ensures quiet operation.
(All ratings in accordance with BS5514, ISO3046, ISO8528, SAE J1349 and DIN6271)
GENERAC
application & engineering data
ENGINE SPECIFICATIONS: 22, 27 & 36 kW
Make
Generac
Model
In -line
Cylinders
4
Displacement (Liters)
2.4
Bore (in/mm)
3.41/86.5
Stroke (in/mm)
3.94/100
Compression Ratio
9.5:1
Intake Air System
Naturally Aspirated (22 & 27 kW) or
Turbocharged/Aftercooled (36 kW)
Lifter Type
Hydraulic
ENGINE SPECIFICATIONS: 48 kW
Make
Generac
Model
VType
Cylinders
8
Displacement (Liters)
5.4
Bore (in/mm)
3.55/90.2
Stroke (in/mm)
4.17/105.9
Compression Ratio
9:1
Intake Air System
Naturally Aspirated
Litter Type
Hydraulic
ENGINE LUBRICATION SYSTEM
Oil Pump Type
Gear
Oil Filter Type
Full flow spin -on cartridge
Crankcase Capacity (qt/I)
4/3.8 (22, 27 & 36 kW) or
6/5.7 (48 kW)
ENGINE COOLING SYSTEM
Type
Closed
Water Pump
Belt driven
1980-22&27kW
Fan Speed (rpm)
1500 - 36 kW
1954 - 48 kW
18.1/459.7 (22 & 27 kW) or
Fan Diameter (in/mm)
22/558.8 (36 & 48 kW)
Pusher (22 & 27 kW) or
Fan Mode
Puller (36 & 48 kW)
FUEL SYSTEM
Fuel Type
Natural gas, propane vapor
Carburetor
Down Draft
Secondary Fuel Regulator
Standard
Fuel Shut Off Solenoid
Standard
Operating Fuel Pressure
5-14" water column/9-26 mm HG

22 • 27 • 36 • 48 kW
GENERAC
operating data
GENERATOR OUTPUT VOLTAGEAW - 60 Hz
kW LPG Amp LPG kW Nat. Gas Amp Nat. Gas CB Size (Both)
120/240 V, 10, 1.0 pf
22
92
22
92
100
QT022
120/208 V, 30, 0.8 pf
22
76
22
76
80
120/240 V, 30, 0.8 pf
22
66
22
66
80
120/240 V, 10, 1.0 pf
27
113
25
104
125
QT027
120/208 V, 30, 0.8 pf
27
94
25
87
100
120/240 V, 30, 0.8 pf
27
81
25
75
90
120/240 V, 10, 1.0 pf
36
150
35
146
175
120/208 V, 30, 0.8 pf
36
125
35
121
150
QT036
120/240 V, 30, 0.8 pf
36
108
35
105
125
277/480 V, 30, 0.8 pf
36
54
35
53
60
120/240 V, 10, 1.0 pf
48
200
48
200
200
120/208 V, 30, 0.8 pf
48
166.5
48
166
175
QT048
120/240 V, 30, 0.8 pf
48
144
48
144
150
277/480 V, 30, 0.8 pf
48
72
48
72
80
SURGE CAPACITY IN AMPS
Voltage Dip @ < .4 pf
15% 30%
120/240 V, 10
89
216
QT022
120/208 V, 30
74
180
120/240 V, 30
64
156
120/240 V, 10
109
265
OT027
120/208 V, 30
91
221
120/240 V, 30
79
192
120/240 V, 10
54
149
120/208 V, 30
87
210
QT036
120/240 V, 30
75
182
277/480 V, 30
36
87
120/240 V, 10
69
189
120/208 V, 30
111
269
QT048
120/240 V, 30
96
233
277/480 V, 30
43
104
Note: Fuel pipe must be sized for full load.
For Btu content, multiply gal/hr x 90950 (LP) or ft3/hr x 1000 (NG)
For megajoule content, multiply I/hr x 25.35 (LP) or m3/hr x 37.26 (NG)
Refer to "Emissions Data Sheets" for maximum fuel flow for EPA and SCAQMD permitting purposes.
STANDBY RATING: Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. There
is no overload capability for this rating. Ratings are in accordance with ISO-3046-1. Design and specifications are subject to change without notice.
ENGINE FUEL CONSUMPTION
Natural Gas Propane
(ft3/hr) (m3/hr) (gal/hr) (1/hr)
Exercise cycle
42
1.2
0.44
1.7
25% of rated load
100
2.8
1.1
4.2
QT022
50% of rated load
190
5.4
2.1
7.8
75% of rated load
255
7.2
2.8
10.5
100% of rated load
316
9
3.4
13
Exercise cycle
42
1.2
0.44
1.7
25% of rated load
108
3.1
1.2
4.5
QT027
50% of rated load
197
5.6
2.1
8.1
75% of rated load
287
8.2
3.1
11.8
100% of rated load
359
10.2
3.9
14.8
Exercise cycle
48
1.4
0.5
2
25% of rated load
156
4.4
1.7
6.4
QT036
50% of rated load
282
8
3.1
11.6
75% of rated load
392
11.1
4.3
16.2
100% of rated load
503
14.3
5.5
20.8
Exercise cycle
95
2.7
1
3.9
25% of rated load
204
5.8
2.16
8.5
QT048
50% of rated load
392
11.1
4.14
15.7
75% of rated load
547
15.5
5.8
22.8
100% of rated load
756
21.5
7.96
31.3

GENERAC
22 • 27 • 36 • 48 kW operating data
ENGINE COOLING
22 kW 27 kW 36 kW 48 kW
Air flow (inlet air including alternator and combustion air in cfm/cmm)
2400/68
2400/68
2200/62.3
4350/123.2
System coolant capacity (gal/liters)
3/11.4
3/11.4
2.5/9.5
3/11.4
Heat rejection to coolant (BTU per hr/MJ per hr)
99,000/104.5
105,000/110.8
145,000/153
186,000/196.2
Maximum operation air temperature on radiator (°C/°F)
60/150
Maximum ambient temperature (°C/°F)
50/140
COMBUSTION REQUIREMENTS
Flow at rated power (cfm/cmm) 68/1.9 68/1.9 106/3 163/4.6
SOUND EMISSIONS
Sound output in dB(A) at 23 ft (7 m) with generator in exercise mode"
61
61
58
63
Sound output in dB(A) at 23 ft (7 m) with generator operating at normal load"
70
70
64
68
"Sound levels are taken from the front of the generator. Sound levels taken from other sides of the generator maybe higher depending on installation parameters.
EXHAUST
Exhaust flow at rated output (cfm/cmm)
165/4.7
180/5.1
300/8.5
414/11.7
Exhaust temperature at muffler outlet (°CPF)
482/900
538/1000
579/1075
552/1025
ENGINE PARAMETERS
Rated Synchronous rpm 1800
POWER ADJUSTMENT FOR AMBIENT CONDITIONS
Temperature Deration...........................................................................................................3%o for every 10 °C above 25 °C or 1.65%o for every 10 °F above 77 °F
Altitude Deration (22, 27 & 48 kW).....................................................................................1 % for every 100 m above 183 m or 3% for every 1000 ft above 600 ft
Altitude Deration (36 kW)................................................................................................ 1 % for every 100 m above 915 m or 3% for every 1000 ft above 3000 ft
CONTROLLER FEATURES
2-Line Plain Text LCD Display........................................................................................................................................Simple
user interface for ease of operation.
Mode Switch: Auto..............................................................................................................................................Automatic
Start on Utility failure. 7 day exerciser
Off...........................................................................................................................Stops
unit. Power is removed. Control and charger still operate.
Manual.........................................................................................
Start with starter control, unit stays on. If utility fails, transfer to load takes place.
Programmable start delay between 10-30 seconds............................................................................................................................................................
Standard
Engine Start Sequence.....................................................................................................................
Cyclic cranking: 16 sec on, 7 rest (90 sec maximum duration)
EngineWarm-up.....................................................................................................................................................................................................................
5 sec
EngineCool-Down..................................................................................................................................................................................................................1
min
Starter Lock-out................................................................................................................................Starter
cannot re-engage until 5 sec after engine has stopped.
SmartBattery Charger........................................................................................................................................................................................................
Standard
Automatic Voltage Regulation with Over and Under Voltage Protection................................................................................................................................
Standard
Automatic Low Oil Pressure Shutdown...............................................................................................................................................................................
Standard
OverspeedShutdown..............................................................................................................................................................................................Standard,
72 Hz
HighTemperature Shutdown...............................................................................................................................................................................................
Standard
OvercrankProtection..........................................................................................................................................................................................................
Standard
SafetyFused......................................................................................................................................................................................................................
Standard
Failureto Transfer Protection..............................................................................................................................................................................................
Standard
LowBattery Protection........................................................................................................................................................................................................Standard
50 Event Run Log...............................................................................................................................................................................................................
Standard
FutureSet Capable Exerciser..............................................................................................................................................................................................
Standard
IncorrectWiring Protection.................................................................................................................................................................................................
Standard
InternalFault Protection.....................................................................................................................................................................................................Standard
CommonExternal Fault Capability......................................................................................................................................................................................Standard
GovernorFailure Protection................................................................................................................................................................................................
Standard

GENERAC
22 • 27 • 36 • 48 kW available accessories
Model # Product Description MM
005630-0 - 22, 27 & 36 kW If the temperature regularly falls below 32 OF (0 °C), install a cold weather
Cold Weather Kit kit to maintain optimal battery temperature. Kit consists of battery warmer
005632-0 - 48 kW with thermostat built into the wrap.
005616-0 - 22, 27 & 36 kW Recommended where the temperature regularly falls below 32 OF (0 °C) for
Extreme Cold Weather Kit extended periods of time. For liquid cooled units only.
006204-0 - 48 kW p q � Y.
005621-0 Auxiliary Transfer Switch The auxiliary transfer switch contact kit allows the transfer switch to lock
Contact Kit out a single large electrical load you may not need.
005651-0 Base Plug Kit Add base plugs to the base of the generator to keep out debris.
If the generator enclosure is scratched or damaged, it is important to touch-
005704-0
Paint Kit up the paint to protect from future corrosion. The paint kit includes the
necessary paint to properly maintain or touch-up a generator enclosure.
005656-0 - 22 & 27 kW
The Liquid -Cooled Scheduled Maintenance Kits offer all the hardware
005984-0 - 36 kW
Scheduled Maintenance Kit necessary to perform complete maintenance on Generac liquid -cooled
006205-0 - 48 kW
generators.
Completely wireless and battery powered, Generac's wireless remote
005928-0
Wireless Remote monitor provides you with instant status information without ever leaving
the house.
Remotely control generator functions with the advanced model's LCD
005951-0
Advanced Wireless Remote display. In addition to remote testing of the generator, set the exercise cycle
and maintenance interval reminders.
The PMM Starter Kit consists of a 24 VAC, field installed transformer that
enables the use of the 24 VAC Power Management Modules (PMMs) and
006199-0
PMM Starter Kit one PMM. The standard controller (without starter kit) can control two
HVAC loads with no additional hardware. Not compatible with pre -wired
switches.
Power Management Modules are used in conjunction with the Smart Switch
Power Management to increase its power management capabilities. It gives the Smart Switch
006186-0
additional power management flexibility not found in any othertransfer
Module (50 Amps)
switch. Not compatible with pre -wired switches. Note: PMM Starter Kit
required.
Generac's Mobile Link allows you to check the status of your generator
from anywhere that you have access to an Internet connection from a
006463-1
Mobile Link— PC or with any smart device. You will even be notified when a change in
the generator's status occurs via e-mail or text message. Note: Harness
Adapter Kit required.
006478-0
Harness Adapter Kit The Harness Adapter Kit is required to make liquid -cooled units compatible
with Mobile LinkT".

22 • 27 • 36 • 48 kW
2
U
U)
w
U-
U)
Z
H
U)
�mC
-Mid
���C7C7C7
M.
--I
J
Q
U
0� ry
W0
QJ
ry W
] W
F-
UO
0
W -j U
20W
Un0z
WUz
-j
00
d J
i
H
Q
•
�
6 C coi
GENERAC'
interconnections
0
Q
0
J 0'
0 W
W F-
F-z
UW
W U
0
a
C
o
w
c a>
o i
iv :� o
� o —
c
w � N
a)
C
Q
rn >
o � �
o E
cn
E CD
a) Co
0) sT U)
a)m
ui
C
� _O
M U
� � C
Z Cu 0U

22&27kW
w
W p
A =
Z
w
N
W ¢
Q
O
00 Z_
Z
w
Q
N
W
U_ �
I w
LL It
¢d ❑
tY w
w Y
W w
> LL❑
LL
O m
z m
m W
k
fwii O
O O
O a
W
U w
m
o
m
K
Q
C7
zN
z
0 } Z
J
>>
n 0
z0
FZZ
¢¢»
UO
W
ONN
O(o
W
OQ
wn
L
`woo
w
OW
Fwn
OQ4
z F
Zi
W T M
U
w 0 p Q
a
Z
mLL�U
Ws
m
Zw0
Q
j U W
OOWW LLO
oU-0
w
maLL Z
Oz w[w')
^e P U00
N W j ~ -0 W
❑
2 0 2 z0 0 W
J
¢aLL
.wo
>OOo
w
w
o
a
=
co/J��Z
o
U
n W
Q fD
wY ¢y
LLz� 0
o w
-0 no
0=
aOW mZ oiw m�
�OQ
W W
J
N
UZatl
Q
O N(�
�
pY
SK w�
OF
WOU
'zQ
F-
��= JW p
E 0,zd
N m
i~=y
HUU CQ1z HU
zZ3z2z�ai
Q
m O
}r IOw -
�x uO
ZOmW U�zwW
Z- wWpmU
O
wXW
pF WU>S
0:aw
p�-. QWZzp�[wWQ� L[
33
p 0
om�frQa
W
wdZO moxz0i
zz Womq-
�
d 3ZUWLL
J
0 w> Nw [ti
U�❑> �p�W> co,
om f7ZmW
�
Q Z 1
z- 0. OpLn¢¢� Z
W w dZ
nib Fw❑F
Z
DO!.wIz ZUpNr Cr
OgmO ❑6 U¢EfO '
UO LLQ4N
O Or❑❑
m
pJ � -z' �2iLL (7 f
❑UJW z [
W
w� p�a�
0
JN�.0.0R f
m¢ [n ,
U r-W
z
OwOm ONm0m 21
WC7=�YU[72"'�
QNQ�
oo 9J
OF_
Q�
L
QQFU-LL QIYQ�W U [
NMI-0
❑ W o �F=zni
U- zp
tY w
tYU�LL UOx_w z [
O LLH ¢ [
wo w((D 007Qo
Ww❑ �SmO
OT
zZ
LLKO �pT ofa
Lu W❑WLL WO
o w L
aww w,LLv
o w LLZZp
w-
W 2
am¢� ¢z9ZQ� 3 i
mZ�Z WLLZm-Z
�Zm LLUW❑
mLL
t
U000 zFpop U
M�z ry10-'mqZ
2
Fm-W
7y
[jU~U'U FI-FZ
N
Wzwz
t!Q W
F<
�vp O2LL
mw
On#a' �
zoz
�CLL QQdm
N
uy
ZOUO ZzOUO W L
U¢U OYOdO m [
V
®®®®®
W = w
N
�p7��p�p7p�7p��7�7
EEEEE
w
M $ z
ww
EEEEE
w W
— m
z
0
m c, Q W
U ❑
MQ w❑
~ O
Q Z0 oz
¢rn mm OmC�
LL =
ap rnzz 00}-. za� m Om
xS mn F LLZ ?
w �❑ wSU OaLu
n?? U00
wULL
ZWQ
w OWO
EEEEE Z ~ W
� J Z Q
EEEEE N W . U
r LLma
a
m
J
gWWHh
QOW= KZ
•-
m❑
m W
m W
Z W r W
O h
W
w
n
ZUO
m
LL
^,
Z
of
U
-
W
F W
Q
pp
N^Z
1
v.
i
EEEEE
EEEEE
w � � EEEEE
Z W
Z
KD
QO
-Z
z 0.
Z�UZ
o�aW
4w�o
W
❑O0W
Im
LL <
�s
O
swam
�0❑
r2
6T
aW
00
zz
ZW
Om
0
W
w
z
0
GENERAC
installation layout

36 kW
w
DO
a
0IX e �
d cn m L.
Z Ow O 2s
ZU�LL
O 0y(7
�w 9Z
❑¢pD
N 2 0
w0
�xz
O
Z���
zm m
ai0 =
-20Y ;�
�¢
O
z
ao
r a4�n
C3 y N m W
$Mo iq a
❑ OU
FZN p
YOm
K
J
ow z
Uq j
w�
w
U
U Z¢m 04
<�wm <O
z �❑F zw z
U
rOw Z
wwp O
z
XZ �}y Fx-m zU
02 OU>i4p - 00Z ¢r¢
w Qw
Z
�0 O Z`G �O O
�a ZUW�
�❑ wd3� d t O _
r V] C7 Z rq Z Z 0
F
wo_ =°Q mQ ZUW z
O¢s °
ao cnm°z� z ¢°o
wF o?¢❑ $ �ry� ow
wg ymm= O ❑�z O a
ZO
2 OW� Z u
Zy z a4r C7T
0z w zO 21
Z�p i~ C=r p
OwU O= 0zzw ow �Om
❑wO Ox¢❑ OWx Via'
M� d Z ¢O 20 h M- O 0
¢QZ f
O m H U z 2 0 W Q m m 2 J C
�O V j7m° mU HO� Oa
QJp 3iW¢4 ,a NWc 0 u
�m V 0mUW Jy WZw F u
o❑ar Uw, QzU o0
00 -� 4<Qc~ii UN ?OUQ ww 0
z r v m v S
z �
o ❑
w�
zZ
z
�¢
_
m
O
¢J
w
Z.
z
y0
jw
O j O w
pLL, �w
F
00a
0Q (o LLJ
O w0 z
aw w0
—m�0
UT OZ
❑�
zgLU =0
-So Uw
13
z
w
IY/ W OU
YW
m Z
r d M
� o
w0
mW
�
�O
Z �
Zw ��
z
oz�
W U
W W
rJ LL
w
�
ZOy
Z L)
w O
wa w
/ 1
LL Z d
�O
w=W
H
�3:z
NpZ
loco
❑o
X Z
wW
uri
��¶�j����jj���pQW�jj�7ll�jl��l
UIIILWIIIJUIII.�IRIIl11
❑
d �
W
W�11171I1�TT1IU�UYWiIIU�IYll�III
z
w
WIIJIUIWIWII11UlJlll
p
off
Or
K
UZ
W
w
OW
Vm
Q
a
�
¢0 z o0 �—�
x❑
T
CD hp
❑� �UZW
�
Z p z
mz naM�
❑ } ¢ O
W
2= N W O
H�
wm
o�
z¢
GENERAC
installation layout

Oow
Z Y zN >
Q N W m r
w rU� m
N ZY N
7i¢
Q �
: 4
ardB,_
❑ 2=Y(�
W ❑�Y S
rz_
=ON
Wwm
zy
w
C7
W
0 4 x
z
�w wox
w 0 ¢
U00 aU❑
—0 W❑ I�0
z0� "0
O04z
rrj �2 Um W
¢aO
Nzo
>00
w
i > o
r o
M g �
00a0a
rUW
7 W W
E WLL4
oa�z
�v
WOz
7
�20g
N
W
U
w r�N ❑¢
w
�
w
a �w� 40
<
O U
ILLi
❑
H V O Q
S
U> O
axa'z wz
Nr~xy z °
XZ � ZZr
x
X
w7 Ow C)��W Opz Q
❑x rU0 x
w
m
M,
H�Q� ZaW W
O
Oap
V
� ¢
a ZUw
hW WQ3�i ¢ r¢z
z r
�7 VZfnV
�y W—Q O ❑"U F
Z
rjr O
O w
❑O pQQ❑ w ❑J
dZ mN2E Z 4>>O
OLL
Vi
w0 pZr7 � �oaF
w ❑
�gw �m�gz= owZ
< Ot OS 7
zH Z ¢73
°Z,u O311a a¢�
S
o cW77
?? o [Y�00 2N
m
iL w wra¢ w0 Qaz
Oww CZWU YQ am¢ W
z w
$ w
U�w VzzO au ?z� Co
W C72' LLUWw w7 m0 2¢
�ZU
CM)x�
W �W
U
7jw❑ mC) F- rW
BOO yWQ¢ ti� UWU
Wm
W >z
c7iz
Uri L—'w 7N wzw r
�❑ar
¢ p
ox
p zw OwK
wwmz
0Z ry n 4
aQ0U
F to
GENERAC
installation layout
w
5
a
I
wux.uu,..n.,.uvn
r
z o
O Z
w
❑
Z
z 0 ¢
U
=
>
Y0
¢w
w❑
F
z0� Fz
Oz� Ow
p w Z
�w�a
iYwO w0
MOUIRM r
KUMMIR
MOM
Hung
KHMEMM ,I
ifimr MIVtt1Yn"
¢m
❑r ZnUZ
40
°z� Zvi>o
Q y = mU W a �¢Om
W
a> na4�
w� W¢m
Apo
x
zox
0K�
V2W
w7V
,U
Z
OU J to
W¢O
3Ma
a
O
CO7Z O
❑
rI ❑
�7z o
N
GENERAC` Generac Power Systems, Inc. • S45 W29290 HWY.. 59, Waukesha, WI 53189 • generac.com
02013 Generac Power Systems, Inc. All rights reserved. All specifications are subjecttc change without notice. Bulletin 0199360SBY-C Printed in U.S.A. 11/20/13

Appendix L
Supporting Information Attachments
- Engineering Calculations
- Site Plans
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.

Historic Flow Data and Peaking Factor
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP Date: 15-Jul-21
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
Permitted Flow
10,000 gpd
Monthly gpd
Peaking
Year
Month
Average
Maximum
Minimum
Max Flow
Factor
2018
January
6000
6000
6000
10,000
1.00
2018
February
6000
6000
6000
10,000
1.00
2018
March
6000
6000
6000
10,000
1.00
2018
April
8000
10000
6000
12,500
1.25
2018
May
6400
8000
6000
12,500
1.25
2018
June
6250
7000
6000
11,200
1.12
2018
July
6250
7000
6000
11,200
1.12
2018
August
7000
8000
6000
11,429
1.14
2018
September
7500
10000
6000
13,333
1.33
2018
October
7800
11000
6000
14,103
1.41
2018
November
7000
8000
6000
11,429
1.14
2018
December
7250
9000
6000
12,414
1.24
2019
January
7000
9000
6000
12,857
1.29
2019
February
5950
8000
2800
13,445
1.34
2019
March
7000
8000
6000
11,429
1.14
2019
April
6500
7000
6000
10,769
1.08
2019
May
2019
June
6500
8000
6000
12,308
1.23
2019
July
6400
8000
4000
12,500
1.25
2019
August
6000
6000
6000
10,000
1.00
2019
September
6250
8000
5000
12,800
1.28
2019
October
5800
7000
4000
12,069
1.21
2019
November
5750
7000
4000
12,174
1.22
2019
December
5400
6000
4000
11,111
1.11
2020
January
7250
8000
6000
11,034
1.10
2020
February
6250
7000
6000
11,200
1.12
2020
March
6500
8000
6000
12,308
1.23
2020
April
5400
6000
4000
11,111
1.11
2020
May
7250
8000
6000
11,034
1.10
2020
June
2020
July
5200
6000
4000
11,538
1.15
2020
August
5500
6000
4000
10,909
1.09
Average
6,445
7,567
5,393
11,690
1.17
Maximum
8,000
11,000
6,000
14,103
1.41
Minimum
5,200
6,000
2,800
10,000
1.00
Selected Peaking Factor = 1+1.5 2.5 selected factor

Wastewater Treatment System Design Calculations
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP Date: 15-Jul-21
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
DESIGN FLOW ESTIMATE - Mobile Home Park - Total System
Daily Flow Estimate - Permittinq and Tank Sizinq
Flow/Unit
# of Units Units (gpd/unit) Flow/Day (gpd)
85
SFR
117.65
10,000
TOTAL DAILY FLOW (Q) =
10,000 gpd

Wastewater Treatment System Design Calculations
Date: 15-Jul-21
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
naily Flnw Fstimate _ Tank Si7inn Pi imn to Flnw FO
Southwest Cluster, West; Units 33-48
Flow/Unit
# of Units Units (gpd/unit) Flow/Day (gpd)
16
SFR
117.65
1,882
TOTAL DAILY FLOW Q =
1,882 gpd
STEP TANK SIZING
Jepuc I anK VOIUme/JIZe (Dasea on maximum sally now estimate)
Septic Tank Portion
Daily Flow = 1,882 gpd
Hydraulic Retention Time = 2.5 days
Required Minimum Tank Size = 4,706 gal.
Pump Tank Portion
Daily Flow = 1,882 gpd
Emergency Storage 1.0 day
Required Emergency Storage Volume = 1,882 gal.
Dose Depth to Flow EQ Tank = 4 in
Residual Depth for Filter and Pump = 30 in
Tank Volume and Height Summary
Tank volume/inch 121.56 gpi
Required
Required
Design Design
Gallons
Inches
Inches Gallons
Septic (Residual) Volume
4,706
38.7
39.0 4,741
Dose Volume
486
4.0
4.0 486
Pump ON to HWA
0
2.0
2.0 243
Emergency Storage
1,882
15.5
20.0 2,431
Freeboard
1,459
12.0
12.0 1,459
Total
8,533
72.2
77.0 9,360
TANK SELECTION
STEP Tank =
Shoaf Precast 8,000 gallon (nominal) Traffic Rated Septic Tank
Model STB# 2082 HS120 ST
Interior Tank Height = 77.5"

Wastewater Treatment System Design Calculations
Date: 15-Jul-21
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
naily Flnw Fstimate _ Tank Si7inn Pi imn to Flnw FO
Northeast Cluster; Units 53-67
Flow/Unit
# of Units Units (gpd/unit) Flow/Day (gpd)
15
S FR
117.65
1,765
TOTAL DAILY FLOW Q =
1,765 gpd
STEP TANK SIZING
Jepuc I anK VOIUme/JIZe (Dasea on maximum sally now estimate)
Septic Tank Portion
Daily Flow = 1,765 gpd
Hydraulic Retention Time = 2.5 days
Required Minimum Tank Size = 4,412 gal.
Pump Tank Portion
Daily Flow = 1,765 gpd
Emergency Storage 1.0 day
Required Emergency Storage Volume = 1,765 gal.
Dose Depth to Flow EQ Tank = 4 in
Residual Depth for Filter and Pump = 30 in
Tank Volume and Height Summary
Tank volume/inch 121.56 gpi
Required
Required
Design Design
Gallons
Inches
Inches Gallons
Septic (Residual) Volume
4,412
36.3
37.0 4,498
Dose Volume
486
4.0
4.0 486
Pump ON to HWA
0
2.0
2.0 243
Emergency Storage
1,765
14.5
22.5 2,735
Freeboard
1,459
12.0
12.0 1,459
Total
8,121
68.8
77.5 9,421
TANK SELECTION
STEP Tank =
Shoaf Precast 8,000 gallon (nominal) Traffic Rated Septic Tank
Model STB# 2082 HS120 ST
Interior Tank Height = 77.5"

Wastewater Treatment System Design Calculations
Date: 15-Jul-21
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
naily Flnw Fstimate - Tank Si7inn Pi imn to Flnw FO
East Cluster; Units 49-52; 68-85
Flow/Unit
# of Units Units (gpd/unit) Flow/Day (gpd)
22
SFR
117.65
2,588
TOTAL DAILY FLOW Q =
2,588 gpd
STEP TANK SIZING
Jepuc ianK VOIUme/Jlze (Dasea on maximum Gaily now estimate)
Septic Tank Portion
Daily Flow = 2,588 gpd
Hydraulic Retention Time = 2.5 days
Required Minimum Tank Size = 6,471 gal.
Pump Tank Portion
Daily Flow = 2,588 gpd
Emergency Storage 1.0 day
Required Emergency Storage Volume = 2,588 gal.
Dose Depth to Flow EQ Tank = 4 in
Residual Depth for Filter and Pump = 30 in
Tank Volume and Height Summary
Tank volume/inch 121.56 gpi
Required
Required
Design
Design
Gallons
Inches
Inches
Gallons
Septic (Residual) Volume
6,471
53.2
53.5
6,503
Dose Volume
486
4.0
4.0
486
Pump ON to HWA
0
2.0
2.0
243
Emergency Storage
2,588
21.3
21.5
2,614
Freeboard
1,459
12.0
12.0
1,459
Total
11,004
93
93.0
11,305
TANK SELECTION
STEP Tank =
Shoaf Precast 10,000 gallon (nominal) Traffic Rated Septic Tank
Model STB# 2083 HS120 ST
Interior Tank Height = 93"

Wastewater Treatment System Design Calculations
Date: 15-Jul-21
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
naily Flnw FstimatP - Tank Si7inn Pi imn to Flnw FO
Northwest Cluster; Units 1-32
Flow/Unit
# of Units Units (gpd/unit) Flow/Day (gpd)
32
SFR
117.65
3,765
TOTAL DAILY FLOW Q =
3,765 gpd
STEP TANK SIZING
Jepuc ianK VOIUme/Jlze (Dasea on maximum sally tiow estimate)
Septic Tank Portion
Daily Flow = 3,765 gpd
Hydraulic Retention Time = 2.5 days
Required Minimum Tank Size = 9,412 gal.
Pump Tank Portion
Daily Flow = 3,765 gpd
Emergency Storage 1.0 day
Required Emergency Storage Volume = 3,765 gal.
Dose Depth to Flow EQ Tank = 4 in
Residual Depth for Filter and Pump = 30 in
Tank Volume and Height Summary
Tank volume/inch 121.56 gpi
Required
Gallons
Required
Inches
Design Design
Inches Gallons
Residual Volume
0
30.0
32.0 3,890
Dose Volume
486
4.0
4.0 486
Pump ON to HWA
0
2.0
2.0 243
Emergency Storage
3,765
31.0
34.0 4,133
Freeboard
1,459
12.0
12.0 1,459
Total
5,710
79
84.0 10,211
TANK SELECTION
Septic Tank =
Shoaf Precast 10,000 gallon (nominal) Traffic Rated Septic Tank
Model STB# 2083 HS120 ST
Pump Tank =
Shoaf Precast 10,000 gallon
(nominal) Traffic Rated Pump Tank
Model PT# 2092 HS120 ST
Interior Tank Height = 84"

STEP Pump Design
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
Project Location: SW Cluster, STEP Tank
Friction Losses
Suction Head =
Elev. Difference (highest point from pump) _
Design Pressure At Outlet =
Supply Line -1.5" Schedule 40 PVC
Pipe Diameter (ID) =
1.57 in.
Pipe Length =
75 ft.
Pipe Length for Fittings =
7.5 ft.
Total Pipe Length =
82.5 ft.
Initial Hazen -Williams C =
140
End of Service Hazen -Williams C =
120
Estimated Friction Loss Initial Conditions =
Estimated Friction
End of Service Conditions =
Elevation + Design Pressure =
INITIAL CONDITIONS TOTAL =
END OF SERVICE CONDITIONS TOTAL =
Revised: 7/15/2021
0 ft. (submersible = 0)
10.00 ft.
5.00 ft.
Flow = 20.00 gpm
Velocity = 3.32 ft/sec
2.62 ft
3.48 ft
15.00 ft
17.62 ft.
18.48 ft.
Pump Cycle Time
Dose Volume =
486 gal.
Pump Flowrate=
20.00 gpm
Pump Cycle Time =
24.31 min/cycle
Design Daily Flow =
1,882 gpd
Doses per Day =
3.87 doses/day
. q- --o "'& ., f.o....r
Design Daily Flow =
1,882 gpd
Peaking Factor =
2.5
Percentage of
Peak
Hours per day Daily Flow
Daily Flow Flow/Hour
Flow/Hour
Flow Distribution
(hrs) (%)
(gallons/day) (Gallons/hr)
(Gallons/hr)
Morning
4 40%
753 188
471
Noon
2 20%
376 188
471
Evening
4 40%
753 188
471
Total In Flow
1,882
Pump Flowrate=
20 gpm
Pump Hourly Capacity =
1200 al/hr exceeds Peak Hourly Inflow
400
350
`m
e 300
2
4 250
0
Pump Design Summary
TDH = 18.48 ft.
Flow = 20.00 gpm
Pump Selection
Manufacturer: Orenco Systems
Model: PF200512
flaw in gsllnns pet minute (gPM)
Operating
Point

STEP Pump Design
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
Project Location: NE Cluster, STEP Tank
Friction Losses
Suction Head =
Elev. Difference (highest point from pump) _
Design Pressure At Outlet =
Supply Line -1.5" Schedule 40 PVC
Pipe Diameter (ID) =
1.57 in.
Pipe Length =
350 ft.
Pipe Length for Fittings =
35 ft.
Total Pipe Length =
385 ft.
Initial Hazen -Williams C =
140
End of Service Hazen -Williams C =
120
Estimated Friction Loss Initial Conditions =
Estimated Friction
End of Service Conditions =
Elevation + Design Pressure =
INITIAL CONDITIONS TOTAL =
END OF SERVICE CONDITIONS TOTAL =
Revised: 7/15/2021
0 ft. (submersible = 0)
10.00 ft.
5.00 ft.
Flow = 20.00 gpm
Velocity = 3.32 ft/sec
12.21 ft
16.24 ft
15.00 ft
27.21 ft.
31.24 ft.
Pump Cycle Time
Dose Volume =
486 gal.
Pump Flowrate=
20.00 gpm
Pump Cycle Time =
24.31 min/cycle
Design Daily Flow =
1,765 gpd
Doses per Day =
3.63 doses/day
. q- --o "'& ., f.o....r
Design Daily Flow =
1,765 gpd
Peaking Factor =
2.5
Percentage of
Peak
Hours per day Daily Flow
Daily Flow Flow/Hour
Flow/Hour
Flow Distribution
(hrs) (%)
(gallons/day) (Gallons/hr)
(Gallons/hr)
Morning
4 40%
706 176
441
Noon
2 20%
353 176
441
Evening
4 40%
706 176
441
Total In Flow
1,765
Pump Flowrate=
20 gpm
Pump Hourly Capacity =
1200 al/hr exceeds Peak Hourly Inflow
400
350
`m
e 300
2
4 250
0
Pump Design Summary
TDH = 31.24 ft.
Flow = 20.00 gpm
Pump Selection
Manufacturer: Orenco Systems
Model: PF200512
flaw in gslinns pet minute (gPM)
Operating
Point

STEP Pump Design
Revised.. 7/15/2021
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP W WTP
Location: 4309 Old Liberty Place
Greensboro, INC 27406
County: Guilford County, INC
Project Location: E Cluster, STEP Tank
Suction Head = 0 ft. (submersible = 0)
Elev. Difference (highest point from pump) = 10.00 ft.
Design Pressure At Outlet = 5.00 ft.
Supply Line - 1.5" Schedule 40 PVC
Pipe Diameter (ID) = 1.57 in.
Flow = 20.00 gpm
Pipe Length = 175 ft.
Velocity = 3.32 ft/sec
Pipe Length for Fittings = 17.5 ft.
Total Pipe Length = 192.5 ft.
Initial Hazen -Williams C = 140
End of Service Hazen -Williams C = 120
Estimated Friction Loss Initial Conditions =
6.10 ft.
Estimated Friction End of Service Conditions =
8.12 ft.
Elevation + Design Pressure =
15.00 ft.
INITIAL CONDITIONS TOTAL =
21.10 ft.
END OF SERVICE CONDITIONS TOTAL =
23.12 ft.
Pump Cycle Time
Dose Volume =
486 gal.
Pump Flowrate =
20.00 gpm
Pump Cycle Time =
24.31 min/cycle
Design Daily Flow=
2,588 gpd
Doses per Day =
5.32 doses/day
Pump Peaking Capacity
Design Daily Flow=
2,588 gpd
Peaking Factor=
2.5
Percentage of
Peak
Hours per day Daily Flow
Daily Flow
Flow/Hour
Flow/Hour
Flow Distribution
(hrs) N
(gallons/day)
(Gallons/hr)
(Gallons/hr)
Morning
4 40%
1,035
259
647
Noon
2 20%
518
259
647
Evening
4 40%
1,035
259
647
Total In Flow
2,588
Pump Flowrate =
20 gpm
Pump Hourly Capacity =
1200 gallhr exceeds Peak Hourly Inflow
400
350
m
!
e 300
Z
250
b
Q
� 200
41
150
a
m
100
t~
50
0
0
Selection
anufacturer: Orenco Sy
Model: PF2005 12
5 10 15 20 25 30 35 40
Flow in gallons per minute f&pm)
Operating
Point

STEP Pump Design
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
Project Location: NW Cluster, Pump Tank
Friction Losses
Suction Head =
Elev. Difference (highest point from pump) _
Design Pressure At Outlet =
Supply Line -1.5" Schedule 40 PVC
Pipe Diameter (ID) =
1.57 in.
Pipe Length =
275 ft.
Pipe Length for Fittings =
27.5 ft.
Total Pipe Length =
302.5 ft.
Initial Hazen -Williams C =
140
End of Service Hazen -Williams C =
120
Estimated Friction Loss Initial Conditions =
Estimated Friction
End of Service Conditions =
Elevation + Design Pressure =
INITIAL CONDITIONS TOTAL =
END OF SERVICE CONDITIONS TOTAL =
Revised: 7/15/2021
0 ft. (submersible = 0)
10.00 ft.
5.00 ft.
Flow = 20.00 gpm
Velocity = 3.32 ft/sec
9.59 ft
12.76 ft
15.00 ft
24.59 ft.
27.76 ft.
Pump Cycle Time
Dose Volume =
486 gal.
Pump Flowrate=
20.00 gpm
Pump Cycle Time =
24.31 min/cycle
Design Daily Flow =
3,765 gpd
Doses per Day =
7.74 doses/day
. q- --o "'& ., f.o....r
Design Daily Flow =
3,765 gpd
Peaking Factor =
2.5
Percentage of
Peak
Hours per day Daily Flow
Daily Flow Flow/Hour
Flow/Hour
Flow Distribution
(hrs) (%)
(gallons/day) (Gallons/hr)
(Gallons/hr)
Morning
4 40%
1,506 376
941
Noon
2 20%
753 376
941
Evening
4 40%
1,506 376
941
Total In Flow
3,765
Pump Flowrate=
20 gpm
Pump Hourly Capacity =
1200 al/hr exceeds Peak Hourly Inflow
400
350
`m
e 300
2
4 250
0
Pump Design Summary
TDH = 27.76 ft.
Flow = 20.00 gpm
Pump Selection
Manufacturer: Orenco Systems
Model: PF200512
flaw in gslinns pet minute (gPM)
Operating
Point

Settings and Float Heights
Revised: 7/15/2021
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
STEP Tank E Cluster; Demand Dose
Float Heights (from Floor of Tank)
Pump OFF
53.5 in
Pump ON
57.5 in
High Water Alarm
59.5 in
STEP Tank NE Cluster; Demand Dose
Pump OFF
37 in
Pump ON
41 in
High Water Alarm
43 in
STEP Tank SW Cluster; Demand Dose
Pump OFF
39 in
Pump ON
43 in
High Water Alarm
45 in
Pump Tank NW Cluster, Demand Dose
Pump OFF
32 in
Pump ON
36 in
High Water Alarm
38 in
Equalization Tank Float Settings, Timed Dose
Timer Enable 24 in
Peak Enable 44 in
High Water Alarm 56 in
Timer Settings
Flow Equalization Pumps
AX-Max Recirculation Pumps
Flow Equalization Pumps
Normal Settings
Peak Settings
HWA
AX-Max Recirculation Pumps
Normal Settings
Peak Settings
HWA
Normal
ON OFF
min) (min
8.7 11.3
1.3 8.7
Peak
ON OFF
min) (min'
8.7 5.7
1.3 4.7
HWA
ON OFF
min) (min
on
on
Based on Permitted Flow of 10,000 plus 2500 return flow
Two Pumps in Rotating Operation
Based on Permitted Flow of 10,000 plus 2500 return flow
Two Pumps in Rotating Operation
Based on Permitted Flow of 10,000 plus 2500 return flow
All Pumps in Operation
Based on Permitted Flow of 10,000 plus 2500 return flow
Three AX-Max Units in Operation. 6 cycles/hour
Based on Permitted Flow of 10,000 plus 2500 return flow
Three AX-Max Unit in Operation, 10 cycles/hour
Based on Design Flow, Return Flow, Peaking Factor (33,750)
Three AX-Max Unit, One Pump in Operation

STEP Buoyancy Calculation
Project: UT Cranbrook, LLC - Cranbrook Village MHP WWTP Date: 15-Jul-21
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County, NC
Tank Size (nominal) = 8,000 gallons
Project Location: SW Cluster, STEP Tank
Min. liquid level to be maintained in tank at all times after initial installation.
Assume groundwater table is equal to or higher than top of chamber.
(Buoyancy is the same as long as water table is higher than top of tank.)
Effluent Density = 62.4 Ib/ft13 (Specific Weight of Water)
Concrete Density = 142.56 Ib/ft^3
Soil Cover Over Tank = 1.50 ft. (minimum)
Soil Bulk Density = 1.35 (typical value)
Tank Dimensions (from supplier
Exterior Interior
Length =
21.33 ft. 20.00 ft.
Width =
11.33 ft. 10.00 ft.
Total Tank Depth =
7.96 ft.
Permanent Liquid Depth in Tank =
0 in.
0.00 ft.
Area of Riser Openings =
9.42 ft^2
Tank Weight est. =
96,750 lb. (based on manufacturer
:uoyancy Force Calculation:
uoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force = 120,013 Ib.
Veioht Calculation
Tank Weight = 96,750 lb
Water Weight in Tank = 0 lb
Soil Weight Over Tank = 29,346 lb
Total Weight = 126,096 Ib
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

STEP Buoyancy Calculation
Project: UT Cranbrook, LLC - Cranbrook Village MHP WWTP Date: 15-Jul-21
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County, NC
Tank Size (nominal) = 8,000 gallons
Project Location: NE Cluster, STEP Tank
Min. liquid level to be maintained in tank at all times after initial installation.
Assume groundwater table is equal to or higher than top of chamber.
(Buoyancy is the same as long as water table is higher than top of tank.)
Effluent Density = 62.4 Ib/ft13 (Specific Weight of Water)
Concrete Density = 142.56 Ib/ft^3
Soil Cover Over Tank = 1.50 ft. (minimum)
Soil Bulk Density = 1.35 (typical value)
Tank Dimensions (from supplier
Exterior Interior
Length =
21.33 ft. 20.00 ft.
Width =
11.33 ft. 10.00 ft.
Total Tank Depth =
7.96 ft.
Permanent Liquid Depth in Tank =
0 in.
0.00 ft.
Area of Riser Openings =
9.42 ft^2
Tank Weight est. =
96,750 lb. (based on manufacturer
:uoyancy Force Calculation:
uoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force = 120,013 Ib.
Veioht Calculation
Tank Weight = 96,750 lb
Water Weight in Tank = 0 lb
Soil Weight Over Tank = 29,346 lb
Total Weight = 126,096 Ib
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

STEP Buoyancy Calculation
Project: UT Cranbrook, LLC - Cranbrook Village MHP WWTP Date: 15-Jul-21
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County, NC
Tank Size (nominal) = 10,000 gallons
Project Location: E Cluster, STEP Tank
Min. liquid level to be maintained in tank at all times after initial installation.
Assume groundwater table is equal to or higher than top of chamber.
(Buoyancy is the same as long as water table is higher than top of tank.)
Effluent Density = 62.4 Ib/ft13 (Specific Weight of Water)
Concrete Density = 142.56 Ib/ft^3
Soil Cover Over Tank = 2.00 ft. (minimum)
Soil Bulk Density = 1.35 (typical value)
Tank Dimensions (from supplier
Exterior Interior
Length =
21.33 ft. 20.00 ft.
Width =
11.33 ft. 10.00 ft.
Total Tank Depth =
9.25 ft.
Permanent Liquid Depth in Tank =
0 in.
0.00 ft.
Area of Riser Openings =
9.42 ft^2
Tank Weight est. =
106,000 lb. (based on manufacturer
:uoyancy Force Calculation:
uoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force = 139,491 Ib.
Veioht Calculation
Tank Weight = 106,000 lb
Water Weight in Tank = 0 lb
Soil Weight Over Tank = 39,128 lb
Total Weight = 145,128 Ib
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

Septic Tank Buoyancy Calculation
Project: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP Date: 15-Jul-21
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County, NC
Tank Size (nominal) = 10,000 gallons
Project Location: NW Cluster, Septic Tank
Min. liquid level to be maintained in tank at all times after initial installation.
Assume groundwater table is equal to or higher than top of chamber.
(Buoyancy is the same as long as water table is higher than top of tank.)
Effluent Density = 62.4 Ib/ft^3 (Specific Weight of Water)
Concrete Density = 142.56 Ib/ft^3
Soil Cover Over Tank = 2.00 ft. (minimum)
Soil Bulk Density = 1.35 (typical value)
i anK uimensions rrom supplier):
Exterior Interior
Length =
21.33 ft. 20.00 ft.
Width =
11.33 ft. 10.00 ft.
Total Tank Depth =
9.25 ft.
Permanent Liquid Depth in Tank =
0 in.
0.00 ft.
Area of Riser Openings =
9.42 ft^2
Tank Weight est.) =
106,000 lb. (based on manufacturer)
loyancy Force Calculation:
Buoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force = 139,491 Ib.
Veight Calculation:
Tank Weight = 106,000 lb
Water Weight in Tank = 0 lb
Soil Weight Over Tank = 39,128 lb
Total Weight = 145,128 Ib
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

Pump Tank Buoyancy Calculation
Project: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP Date: 15-Jul-21
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County, NC
Tank Size (nominal) = 10,000 gallons
Project Location: NW Cluster, Pump Tank
Min. liquid level to be maintained in tank at all times after initial installation.
Assume groundwater table is equal to or higher than top of chamber.
(Buoyancy is the same as long as water table is higher than top of tank.)
Effluent Density = 62.4 Ib/ft^3 (Specific Weight of Water)
Concrete Density = 142.56 Ib/ft^3
Soil Cover Over Tank = 1.50 ft. (minimum)
Soil Bulk Density = 1.35 (typical value)
i anK uimensions rrom supplier):
Exterior Interior
Length =
21.33 ft. 20.00 ft.
Width =
11.33 ft. 10.00 ft.
Total Tank Depth =
8.50 ft.
Permanent Liquid Depth in Tank =
0 in.
0.00 ft.
Area of Riser Openings =
9.42 ft^2
Tank Weight est.) =
102,350 lb. (based on manufacturer)
loyancy Force Calculation:
Buoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force = 128,181 Ib.
Veight Calculation:
Tank Weight = 102,350 lb
Water Weight in Tank = 0 lb
Soil Weight Over Tank = 29,346 lb
Total Weight= 131,696 Ib
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

NW Cluster Septic Tank Effluent Filter Sizing
Date: 15-Jul-21
PROJECT: T3T Cranbrook, LLC - Cranbrook Village MHP WWTP
Location: 4309 Old Liberty Place
Greensboro, NC 27406
County: Guilford County, NC
EFFLUENT FILTER SIZING
Parameter
Units
Value
Filter Coefficient Cf
sq.ft./ gpd*yr
0.0044
(from Orenco for calculations based
on actual flows
Daily Flow Q
d
11,912
(Residential flow (with Peaking) plus
Return flow
Mean Time Between Filter Cleaning (MTBC)
years
0.25
Assume quarterly filter cleanings
Filter Area Required Af
sq. ft.
13.10
REQ'D FILTER AREA =1
13.10 sq. ft.
FILTER AND FLOW AREA CHART
Series
Filter Areas . ft.
Flow Areas . ft.
FT 15-36
50.5
15.2
FT 12-36
30.0
9.0
FT08-36
14.6
4.4
FT04-36
5.1
1.5
REQ'D FILTER AREA = 13.10 sq. ft.
FILTER SERIES REQUIRED = FT15-36
FILTER SERIES SPECIFIED = FT15-36

e 0 Avvr
0 0
C C 3 00/< V cc�� vo:)
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
0 501 N. Salem Street, Suite 203
Apex, North Carolina 27502
was— co C - n SVS
919-859-0669
0 www.agriwaste.com
Proj"ect Locationo. 430 9 OId Liberty PIcce
Greensboro, NC 27406
Guilford County
P�\# 7872706925
Projoect Owner: T3T Cranbrook, LLC
C/o Ro�ch Co�cnge�o
1 150 Hungry Neck B�vd, Ste C 359
Mount PIeciscint, VA 24068
[phone]
richLatrubild.com
Pro]0ect Consultcnts: Kevoin Davidson, P.E.
kdavo�dson(�)agro�waste.com
Wast. TechnoIogy, Inc.
N. Sci�enn Street, Ste 203
NC 27502
0669
� 970 Fox
Sys-.--em Overv*�ew: 85 Un'it Vob'i�e Home Park
1 0000 _argil
STEP Tank CoIIection System
M1
41 1
N.T.S.
Wiley Lewis Rd
IE
0
Rd
SITE
o, \�
a
l,6�^
1
A/
5
VICINITY MAP
Sheet Index
Cranbrook Village
Mobile Home Park
Wastewater Collection System
Owner Information:
T3T Cranbrook, LLC
(c/o Rich Colangelo)
1150 Hungry Neck Blvd
Suite C-359
Mount Pleasant, SC 29464
508-320-7653
[e-mail]
Property Information:
Cranbrook Village
Mobile Home Park
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County
PIN# 7872706925
PROFESSIONAL ENGINEER SEAL
Final Drawing
- For Review
Purposes ❑nly
Not Released
For
Construction
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
Sheet I
o Cover
Sheet
REV. ISSUED DATE DESCRIPTION
Sheet 20 Property layout
Sheet 3; Existing Conditions
(Current System)
Sheet 4; Proposed System layout
Sheet 5-0 Proposed Treatment System
Sheet 6; Individual Tank layout
Sheet 7; System Detail # 1
SHEET TITLE
Sheet 8o System Detail #2
Sheet90 System Detail #3 corer sheet
DRAWN BY: CREATED ON:
S. Jones 07 12/2021
REVISED BY: REVISED ON:
RELEASED BY: I RELEASED ON:
SHEET HAVE:
VFW-1

MARTIN MgRIETTA
3 IN 7872825(534 S INC
�8 7 A LIBER�-�, RD
GG7G PG 747
50 05 5 ,1 7" W
\ 105' G41
S 0502513 /11
1 /2"EIP 99.9 7' E
FLUSH
S 26°
9� 49'42E 14;Q,
�g 344 23 E
\ I \I 1 12 EIP 4.45
„ \ _ FLU ,�
CHAIN L NK I
BELONGS TO FENCE I IH �h 1 I I \ FLUSH 1 /2°EIP
EIGHBOR -
STOUT T O
PIN 78 RUCKING INC
3 2 714 78 l \ I l
-94C L1 BE % \ 'I / O \ /
DB 3 183 P RD ASPHALT �� / Q \ r.
G 3,3 PA / v ,
ENCROACHME NGLLJ \\ I / J I �� //1
28'8, \ \ / Q q / 1
UTILITY ENCROA N I L ER \ I� \ �.
BL DGS I / `
EN CR MENT _ I o ��OD
BLOCK RETAINING EACH (SEE NO T 1 / 0)
N'8C173 BELONGS AINING WALL (SEE NOTE 10T E 10) / 1 w /� u� I 1 \
N 9' 3 9 T O NEIGHBOR )
17 7 721 g 9
a I I �'-'-I I \ O
Ce
1111! CD
" _ W W Q I \ I OOD DECK4 HIGH _ _ _ _ _ � — o� I �� I � \ � \ �
ENCROACHMENT
,
II � z \
0,76 GARAGE
PROP / / \ � /2 "El P
TANK ENE STORAGE 0 �� --- (�/ j / S I `� i `� 1 'DEEP
ROA CHMEN T
S
0
MARTIN MgITRI Erj q W
I N 787262553RIgLS INC =
-9 7 A LI BERTY RD LO
GG 7G PG 747
O
0
Ln
Z
N 15021,2g, E
52. 1 GI
1 /2"EI P
FLUSH
I \_/ — — / S // / q `1\ .� PIN 7872g OGAN INC
�.
®� 3970 LI BERTY GG
/ �� I \\ B GGBG PG I I RD
/ 100 YR FL OODL I \ f— o �l 30 „R 7G
/ NE \ . S i � q � � CP
V i Lj
U
/ (Y-
I
/ W Z I l
I I N ¢ 4
ca
\ 94'
\ _ 32 5311 o
-
FIRE DEFT
DEEP � � FILLER
O
N 3504 I 5511 - 2 0 00� /
P
NOTES.
I APPROX. EX. MANHOLE CP o
AND PPE LOCATIONS TO BE
CONFIRMED.
2.) ALL UT L T ES SHALL BE
LOCATED AND MARKED PRIOR
TO CONSTRUCTION.
NIP
� OLD Ll
E3ERTY PLACE
EX NAIL
FLUSH
0 60, 120'
Al&lr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Cranbrook Village
Mobile Home Park
Wastewater Collection System
Owner Information:
T3T Cranbrook, LLC
(c/o Rich Colangelo)
1150 Hungry Neck Blvd
Suite C-359
Mount Pleasant, SC 29464
508-320-7653
[e-mail]
Property Information:
Cranbrook Village
Mobile Home Park
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County
PIN# 7872706925
PROFESSIONAL ENGINEER SEAL
Final Drawing
- For Review
Purposes ❑nay
Not Released
For
Construction
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Property Layout
DRAWN BY: CREATED ON:
S. Jones 07/12/2021
REVISED BY: REVISED ON:
RELEASED BY: RELEASED ON:
DRAWING NUMBER

NOTES:
1.) APPROX. EX. MANHOLE
AND PIPE LOCATIONS TO BE
CONFIRMED.
2.) ALL UTILITIES SHALL BE
LOCATED AND MARKED PRIOR
TO CONSTRUCTION.
7W
C)
+
ZZ
15�
O00
/
.... .... .... .... .... .... . .... .... .... .
A-•
0
. ... .... .... . .. .... .... ....
-10
0,
O �<9 O
co \ % 70
CU 0
\ / O C-)
—NN\
IV
U \
t'i niit _ ��i - - _. III � (Cu,��� I� I �
W
0 4 0' e 0'
#%I&lr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Cranbrook Village
Mobile Home Park
Wastewater Collection System
Owner Information:
T3T Cranbrook, LLC
(c/o Rich Colangelo)
1150 Hungry Neck Blvd
Suite C-359
Mount Pleasant, SC 29464
508-320-7653
[e-mail]
Property Information:
Cranbrook Village
Mobile Home Park
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County
PIN# 7872706925
PROFESSIONAL ENGINEER SEAL
Firm Drawing
- For Review
Purposes ❑n(y
Not Re[eased
For
Construction
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Existing Conditions
(Current System
DRAWN BY: CREATED ON:
S. Jones 07/12/2021
REVISED BY: REVISED ON:
RELEASED BY: RELEASED ON:
DRAWING NUMBER

NOTES:
1.) ADJUST SYSTEM LOCATION
TO MEET SITE CONSTRAINTS.
2.) TOP OF MANHOLES SHALL
BE RAISED TO MIN. EL722'
AND SEALED.
3.) APPROX. EX. MANHOLE
AND PIPE LOCATIONS TO BE
CONFIRMED.
4.) SUPPLY LINES SHALL
MAINTAIN 36 COVER BENEATH
ALL STREAM/STORMWATER
CROSSINGS.
CONSTRUCTION SEQUENCING PLAN
Items must occur in the order listed; items cannot occur concurrently unless specifically
noted.
1. Receive Construction Authorization from NCDEQ.
2. Pre -construction meeting on -site with Contractor, Engineer, and regulatory
personnel.
3. Notify Agri -Waste Technology 48 hours prior to beginning system installation.
4. Installation of temporary construction fence around treatment system area.
5. Clearing & grubbing only as necessary for site grading at location of new
treatment system.
6. Rough grading of system area.
7. Preparing of Flow Equalization Tank and East Cluster of Park STEP Tank
excavation.
8. Delivery and installation of Flow Equalization Tank and East Cluster STEP Tank.
Vacuum test tanks.
9. Preparation of AX-Max excavations.
10. Delivery and installation of AX-Max treatment units.
11. Build Control Room building and internal Control Room components.
12. Establish electrical connections and pump/float configurations.
13. Completion of New Treatment System including final discharge location.
14. Perform system testing with potable water (or discharged water from existing
treatment system).
15, Allow for inspection by NCDEQ.
16, Submit Partial Engineer Certification to NCDEQ (covering new Treatment
System and East Cluster STEP Tank).
17. Install and Connect STEP Tank at SW Cluster of Park. Vacuum test tank.
Submit Engineer Certification to NC DEQ for immediate use of tank.
IEI
O ;
0 /
oIIR.,
CD
\ PI1NP iM�K PitC iRpK O
d Q�
\ , _--------
�`50' STREAM-------- ----- '
---�--------------
\ SETBACK '
I
------
O \\ �__ — _-- --50 STREAM-------------------- I
\
O � SETBACK I
`\ Proposed Wastewater
v�
o - j /
/
o \
v vvv
\\ I
Treatment System
00
\ I
O4100
I
\� System Control Panel j
\ 'n Control Room ,
\ at EL = 723'
Line Legend
Line
Name
Size
Type
DL
Drain Line
4.0"
SCH
40
PVC
SL
STEP Line
1.5"
SCH
40
PVC
AFL
Alkalinity Feed Line
1.0"
SCH
40
PVC
UVL
UV Line
1.5"
SCH
40
PVC
FDL
Final Discharge Line
1.5"
SCH
40
PVC
COMPONENT LEGEND
ST
Septic Tank
PT
Pump Tank
STEP
STEP Tank
EQ
Flow Equalization Tank (10,000 gal)
CR
Control Room Building
SF
Spin Filter
FM
Flow Meter
UV
UV Disinfection
AF
Alkalinity Feed
0
J-&tem Lt-%utJ.J b'yS . .
—
151
\
Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Cranbrook Village
Mobile Home Park
Wastewater Collection System
Owner Information:
T3T Cranbrook, LLC
(c/o Rich Colangelo)
1150 Hungry Neck Blvd
Suite C-359
Mount Pleasant, SC 29464
508-320-7653
[e-mail]
Property Information:
Cranbrook Village
Mobile Home Park
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County
PIN# 7872706925
PROFESSIONAL ENGINEER SEAL
Final Drawing
- For Review
Purposes ❑nly
Not Released
For
Construction
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Proposed
System Layout
VA DRAWN BY: CREATED ON:
\
�E S. Jones 07/12/2021
\
\\\ REVISED BY: REVISED ON:
\
\
RELEASED BY: RELEASED ON:
DRAWING NUMBER
WW-4

Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Cranbrook Village
Mobile Home Park
Wastewater Collection System
Owner Information:
T3T Cranbrook, LLC
(c/o Rich Colangelo)
1150 Hungry Neck Blvd
Suite C-359
Mount Pleasant, SC 29464
508-320-7653
[e-mail]
Property Information:
Cranbrook Village
Mobile Home Park
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County
PIN# 7872706925
PROFESSIONAL ENGINEER SEAL
Final Drawing
- For Review
Purposes ❑nay
Not Released
For
Construction
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Proposed System
DRAWN BY: CREATED ON:
S. Jones 07/12/2021
REVISED BY: REVISED ON:
RELEASED BY
DRAWING NUMBER
RELEASED ON:
P A08% 6110% AVW%l Am%
uputimeod Treatmlentb'y0ntqek1rw1w*1�
ww-5

u
NOTES (ALA TANKS):
1.) ADJUST SYSTEM LOCATION TO
MEET SITE CONSTRAINTS.
2.) TOP OF MANHOLES SHALL BE
RAISED TO MIN. EL=722' AND
SEALED.
3.) APPROX. EX. MANHOLE AND
PIPE LOCATIONS TO BE CONFIRMED.
4.) ADJUST LOCATION OF VENTS
AND DISCONNECTS TO MEET SITE
CONSTRAINTS (MAINTAIN MIN. EL OF
722 AT BASE).
5.) SUPPLY LINES SHALL MAINTAIN
36" COVER BENEATH ALL
STREAM/STORMWATER CROSSINGS.
Northwest Cluster L
N.T.S. SOURCE: AWT
100-yr Flood Line
�at EL = 720.0'
Electrical Disconnect'
at EL = 723.0'
Conduit Run
to Disconnect
Conduit Run to
Control Panel at
Treatment System
5 Hole
Splice Box
1.5" Sch 40 PVC 0 0
Supply Line
PUMP TANK
iN
Floodway_"'� I
I
� I
Vent w/ Carbon Filter
at EL = 723.0'
2" Sch 40 PVC
Vent Line
J,
0 0 0
SEPTIC TANK
Tie New 4" Sch
PVC Drainline
into Ex. Manhole
,,E
0 16' 32'
Floodway—\1 /
/
P /
100-yr Flood Line
\ Tie New 4" Sch 40 PVC
/ rainline into Ex.
/ Collection Pipes
0 2" Sch 0 PVC \
Vent Line
Q \
0 \
Q
'0
5 Hole \ \
Splice Box \ \
ti
GCP
\
�°> �' \
Ia,Wi
70
I \ /
/
\\ I
/
Northeast Cluster Layout
WW_g N.T.S. SOURCE: AWT
nstall Safety Net in Each Access
Riser that does not contain an
Inner Lid
Install Safety Net Below 2nd Riser Rib
Riser
Rubber Washer, Wall
Flat Washer, &
Cap Nut or Lock Safety
Nut � Net
®I
Riser Threaded Eye
_
HyCraullc
Mr
Cast-in-p.::
Riser Adak
Top o- Concrete Tank
Not to scale
t\lo+ting
NOTE: Install 4 Ring Clamps if
8" (or larger) Filter is Used
FOR RISER WALL PENETRATI❑NS
Grommet Size, Inches
(Nominal IPS Pipe Size)
Hole Saw Size,
Inches
1/2
1
3/4
1 1/4
1
1 9/16
1 1/4
1 3/4
1 1/2
2 1/8
2
2 3/4
3
3 7/8
4
5
1,E
0 16, 32'
RISER INSTALLATION INSTRUCTIONS:
1. Prep Adapter Channel & Riser
1.1. Roughen the bonding surfaces of
the adapter and riser with
sandpaper.
1.2. Use a clean cloth and acetone or
alcohol to clean the bonding
Eye Bolt surfaces of the adapter and riser.
The bonding surfaces must be
clean and dry for a good fit and
watertight joint. Let the acetone
or alcohol dry completely.
2. Apply Adhesive
2.1. Apply a bead of methacrylate
adhesive to the outside of the
adapter. One 7-oz packet of
MA320 adhesive is typical for one
24" riser.
3. Install Riser
3.1. If the riser has penetrations, align
the riser correctly.
3.2. Firmly press the riser onto the
adapter until the bottom of the
riser is resting on the concrete
(cast -in -adapters) or the adapter
flange (bolted -down adapters).
Twist the riser back and forth
slightly to fully seat it an to
create a good bond.
3.3. Apply a bead of methacrylate
adhesive to the inside of the
access riser -adapter joint.
3.4. Use a tongue depressor, putty
knife, or clean cloth to make a
continuous fillet on the inside of
the access riser -adapter joint.
3.5. Apply hydraulic cement to bond
outer riser wall and top of tank.
4. Ensure safety net and inner lid are in
place and secured.
A%vr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Cranbrook Village
Mobile Home Park
Wastewater Collection System
Owner Information:
T3T Cranbrook, LLC
(c/o Rich Colangelo)
1150 Hungry Neck Blvd
Suite C-359
Mount Pleasant, SC 29464
508-320-7653
[e-mail]
Property Information:
Cranbrook Village
Mobile Home Park
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County
PIN# 7872706925
PROFESSIONAL ENGINEER SEAL
Final Drawing
- For Review
Purposes ❑nly
Not Released
For
Construction
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
Individual Tank
Layout
DRAWN BY: CREATED ON:
S. Jones 07/12/2021
REVISED BY: REVISED ON:
SHEET NAME:
WW-6
East and Southwest Cluster Layout
N.T.S. SOURCE: AWT
S,
N.T.S.
Net
SOURCE: Agri -Waste Technology, Inc.

wwNOTE-USE 24'
CAST -IN -PLACE
ORENCO RISER
ADAPTER
�• 1
NTS
'_iAST -IN -PLACE RUBBER BOOT
FOR 8" PIPE ON SIDE INLET
(N❑ CONCRETE KNOCKOUTS)
256,0"
1771
° • . a•
a '
a•
IFTING ANCHORS 4
4
(TYP. 4)
4
120. 0 " Orenco 24' Ore,,o 24' Orenco 24'
Riser Bnse W Riser Base W Riser Base W
Lid LId Lld
L
2 0" 2 ,0" 2 ,0"
6 0'
• °
240,0"
CAST -IN -PLACE RUBBER BOOT
FOR 6" PIPE ON OUTLET
256,0"
240,0"
10 0'
Cast in Place Orenco Riser Adapters
VENT (TYP, 2 21,5"
4 0"
136,0"
�, 4,0"
43 5" 93,0"
93,0" FLOW THR❑UG 91,0"
(TYP. 9)
39,0"
28,0"
a
156.0" 78,0" 8,0"
6.0"
BOTTOM OF TANK TO BOTTOM OF 6" OUTLET
-
-BOTTOM OF TANK TO BOTTOM OF 8" INLET
NOTE: ACTUAL INLET L❑CATI❑N IS IN SIDE OF TANK;
SHOWN ON END HERE FOR CLARITY
Septic Tank #1 - NW Cluster (or equivalent 10,000 gallon tank
N.T.S. SOURCE: Shoaf Precast Septic, Inc.
NTS
x)KNOTE-USE 24'
CAST -IN -PLACE
ORENCO RISER
ADAPTER
AST -IN -PLACE RUBBER BOOT
F❑WR 8' PIPE ON SIDE INLET
❑ CONCRETE KNOCKOUTS)
256,0"
%___�IFTING ANCHORS
(TYP. 4)
ore�ca 24• .
Rlser Base W
Lltl
2 0" •
6,0"
• • , j • • • • . • .. • • •• . .•
240,0"
CAST -IN -PLACE RUBBER BOOT
FOR 6' PIPE ON OUTLET
256,0"
240,0"
10.0
Cast In Place Orenco Riser Adapters
VENT (TYP. 2 21,5"
43,5' •, 4,0rr
93,0"
93,0" FLOW THR❑UG ' 91,0"
(TYP. 9)
39,0"
28,0"
a
8,0" 156,0" 78,0" 8,0"
6,0
BOTTOM OF TANK TO BOTTOM OF 6" OUTLET
-BOTTOM OF TANK TO BOTTOM OF 8" INLET
NOTE: ACTUAL INLET L❑CATI❑N IS IN SIDE OF TANK;
SHOWN ON END HERE FOR CLARITY
11:
SHOAF - 10,000 GAL. SEPTIC TANK
HS/20 TRAFFIC RATED
NC APPROVAL # STB-2083
SHOAF PRECAST INC.
4130 W US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
[e-mail]
www.shoafprecast.com
- GAL. PER INCH - 121.56
- 2 TO 1 LENGTH TO WIDTH RATIO
- PIPE PENETRATION SEALS MEET ASTM C-923
-1 4" BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
-REINFORCED PER ENGINEER SPECS
- CONCRETE - 5,000 PSI MIN.
- TANK WEIGHT - 106,000 #
- TOP - 40,000 #
- BOTTOM - 40,000 #
- RISER SECTION - 26,000 #
10.0"
Cast in Place Orenco Riser Adapters
30 0 4. 10" AIRSPACE
4 4
r 4
83" LIQUID LEVEE
" 43,5'
111,0
93,0"
O O O O O C O O
e♦'
39,0"
37,5-
a+1
• • } •
8,0" t20,0"
136,0"
SHOAF - 10,000 GAL. SEPTIC TANK
HS120 TRAFFIC RATED
NC APPROVAL # STB-2083
SHOAF PRECAST INC.
4130WUSHWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
[e-mail]
www.shoafprecast.com
- GAL. PER INCH - 121.56
- 2 TO 1 LENGTH TO WIDTH RATIO
- PIPE PENETRATION SEALS MEET ASTM C-923
-1 4" BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
-REINFORCED PER ENGINEER SPECS
- CONCRETE - 5,000 PSI MIN.
- TANK WEIGHT - 106,000 #
- TOP - 40,000 #
- BOTTOM - 40,000 #
- RISER SECTION - 26,000 #
Cast In Place Orenco Riser Adapters 10,0"
30.0'
~
10" AIRSPACE
83" LIQUID
LEVEL-
0" 43 5'
93
0 0 0 0 0 0
0 0
•�
39,0"
37 t'
8,0"
120,0"
i _)c no
0
.1
•
256,0"
#wNOTE-USE 24'A.
CAST -IN -PLACE
ORENCO RISER
ADAPTER & •°
20' OPENING
IFTING ANCHORS
(TYP. 4)
Orenco 24' Orenco
"'T 24'
12 0 0 " Rlser Base W Riser Bnse W Riser Bnse W 13 6 0 "
LId 4 LId & Lid
20. Opening 20. Opening °
4.
4 2 0" 2 0"
a
° .0'
a
NOTE: OUTLET THROUGH RISER
256,0"
240,0"
Cast In Place Orenco Riser Adapters
w
VENT (TYP, 2l-
CAST -IN -PLACE RUBBER BOOT
FOR 4" PIPE ON INLET END
Cast in Place Orenco Riser Adapters
21,5"
34 5" 10�
83,0"
FLOW THRDUG 6,0 28,0"
(TYP. 7)
• •y 4 • ,
156,0" 78,0"
2.01, 6,0" 8.0'
BOTTOM OF TANK TO BOTTOM OF 4" INLET
Pump Tank #1 - NW Cluster (or equivalent 10,000 gallon tank
N.T.S. SOURCE: Shoaf Precast Septic, Inc.
1
�a
SHOAF - 10,000 GAL. PUMP TANK
HS/20 TRAFFIC RATED
NC APPROVAL # PT-2092
SHOAF PRECAST INC.
4130 W US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
[e-mail]
www.shoafprecast.com
NOTES:
- FULL CAPACITY - 10,211 GAL.
- GAL. PER INCH - 121.56
- 2:1 LENGTH TO WIDTH RATIO
- PIPE PENETRATION SEALS MEET ASTM C-923
- 1 4" BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
- REINFORCED PER ENGINEER SPECS
- CONCRETE - 5,000 PSI MIN.
- TANK WEIGHT - 102,350 #
-TOP - 42,150 #
-BOTTOM - 40,100 #
-RISER SECTION - 20,000 #
10,0"
Cast in Place Orenco Riser Adapters
30,0"
o
VENT (TYP, 2)
P
7
'
'.0" 34,5"
•
2
84
FLOW THR❑UG
9
(TYP. 7)
37,5'•
• 4 ° •• `'
8,0"
120,0"
8
1IDc A
181
0"
SHOAF - 8,000 GAL SEPTIC TANK
HS/20 TRAFFIC RATED
NC APPROVAL # STB-2082
SHOAF PRECAST INC.
4130 W US HWY 64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
[e-mail]
www.shoafprecast.com
- GAL. PER INCH - 121.56
- 2 TO 1 LENGTH TO WIDTH RATIO
-PIPE PENETRATION SEALS MEET ASTM C-923
BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
-REINFORCED PER ENGINEER SPECS
- CONCRETE - 5,000 PSI MIN.
-TANK WEIGHT - 96,750 #
- TOP - 40,000 #
- BOTTOM - 40,000 #
- RISER SECTION - 16,750 #
RISERS AND RING & COVER AS -
NEEDED FOR GRADE ADJUSTMENT
c
FLOW THR❑UG 4rr
771„ (TYP, 9) 28„
791„781,r 2 1rr
2 2 752 762"
3 41 rr
2 28"
Ai
156 78fl ..4 8//�
B(}TTOM OF TANK TO BOTTOM ❑F 6" 130EEmM OF TANK TO BOTTOM OF 6" ❑UTLET
B❑TT❑M OF TANK TO BOTTOM OF 4" INLET BOTTOM OF TANK TO BOTTOM OF 4" ❑UTLET
30"
• 10" AIRSPACE
67 1/2" LIQUID LE L
28" 771 r,
O O O O O O O O 2
342rr
372rr
8 r,
8" 120" 4 8" -t
36"
AMM
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Cranbrook Village
Mobile Home Park
Wastewater Collection System
Owner Information:
T3T Cranbrook, LLC
(c/o Rich Colangelo)
1150 Hungry Neck Blvd
Suite C-359
Mount Pleasant, SC 29464
508-320-7653
[e-mail]
Property Information:
Cranbrook Village
Mobile Home Park
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County
PIN# 7872706925
PROFESSIONAL ENGINEER SEAL
Final Drawing
For Review
Purposes ❑nay
Not Released
For
Construction
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
System Deta i I #1
DRAWN BY: CREATED ON:
S. Jones 07/12/2021
REVISED BY: REVISED ON:
SHEET NAVE:
STEP Tank #1 - E Cluster (or eauivalent 10.000 aallon tank
N.T.S. SOURCE: Shoaf Precast Septic, Inc.
STEP Tank #2 - NE Cluster (or equivalent 8,000 gallon tank
N.T.S. SOURCE: Shoaf Precast Septic, Inc.

NTS
1
6u
SHOAF - 8,000 GAL SEPTIC TANK
HS/20 TRAFFIC RATED
NC APPROVAL # STB-2082
SHOAF PRECAST INC.
4130WUSHWY64
LEXINGTON, NC 27295
PHONE [phone]
FAX [phone]
[e-mail]
www.shoafprecast.com
- GAL. PER INCH - 121.56
- 2 TO 1 LENGTH TO WIDTH RATIO
-PIPE PENETRATION SEALS MEET ASTM C-923
- 1 4" BUTYL RUBBER SEALANT CONTINUOUS IN JOINTS
-REINFORCED PER ENGINEER SPECS
- CONCRETE - 5,000 PSI MIN.
-TANK WEIGHT - 96,750 #
- TOP - 40,000 #
- BOTTOM - 40,000 #
- RISER SECTION - 16,750 #
RISERS AND RING & COVER AS -
NEEDED FOR GRADE ADJUSTMENT
FLOW THROUGH--,4„
772„ CTYP, 9) � 28„
791„781„ 1„
2 2 752 762„
341„
2 28„
.. ....................
•p
_18" 56„ 78" 8"L—
BaTT❑M ❑F TANK TO BOTTOM OF 6" 30TTMM OF TANK TO BOTTOM OF 6" OUTLET
B❑TT❑M OF TANK TO BOTTOM ❑F 4" INLET BOTTOM OF TANK TO BOTTOM OF 4" OUTLET
STEP Tank #3 - SW Cluster (or eauivalent 8.000 aallon tank
N.T.S. SOURCE: Shad Precast Septic, Inc.
Vent w/ Carbon Filter
24" min. Above
Ground Surface
2—Way Sweep Tee
NTS
Safety Net With
Quick Disconnect
(if no inner lid)
6" above ground surface
Undisturbed —I
Earth _I
4" Sch 40 PVC —
Undisturbed
Earth to
Support Pipe
30" .a.
10" AIRSPACE —
28"
I O O O O
10"
67 112" LIQUID LE E
Q O O O O 772"
342„
372"
8
8" 120" 8"
36"
Ili
4"x6" Support Post
Bury 36° min in natural soil.
I�
I
I�
I
24" One I I
Piece Riser I
I
Splice
Box -
I�
I
Cast In Place I Tamped
Riser Adapter Backfill
Inner Lid
Electrical Disconnect
Box W/ Lock
24' (min.) above ground
HWA
ON
OFF
—See Float
Baffle Table for Float
Holes Settings.
—Float Distances
referenced from
Floor.
Baffled Septic Tank used for STEP Tanks
6" (min) Gravel Bed
� I —I —I —II —II— I I-1il
Undisturbed Earth
STEP Tank Profile Detail - FOR ILLUSTRATION ONLY
N.T.S. SOURCE: Agri -Waste Technology, Inc.
24"x36" Sheet
24" One
Piece Riser
Biotube Duplex
Pump Vault
Discharge To
FloW EQ Tank at
Treatment System
Cast In Place
Riser Adapter
Anti —Siphon Hole
(if pumping downhill)
Check Valve
(if pumping uphill)
Compacted
Backfill
*Stabilize or Mulch Disturbed Areas
*Maintain 36" Min. Cover
Detectable Locator Tape
36" Min. Backfill
Cover
1-2" Soil Mound to
Account for Settling
�\X
2" Bedding Material Y
(sand or fines)
NTS
6-12" Trench Width
Force Main Trench Detail
N.T.S. SOURCE: Agri -Waste Technology, Inc.
STEP Tank E Cluster; Demand Dose
Pump OFF
Pump ON
High Water Alarm
STEP Tank NE Cluster; Demand Dose
Pump OFF
Pump ON
High Water Alarm
STEP Tank SW Cluster; Demand Dose
Pump OFF
Pump ON
High Water Alarm
Pump Tank NW Cluster, Demand Dose
Pump OFF
Pump ON
High Water Alarm
STEP and Pump Float Settings
N.T.S. SOURCE: Agri -Waste Technology, Inc.
Clean Backfill
1.5" Force Main
Float Heights (from Floor of Tank,
Avvr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Cranbrook Village
Mobile Home Park
Wastewater Collection System
Owner Information:
T3T Cranbrook, LLC
(c/o Rich Colangelo)
1150 Hungry Neck Blvd
Suite C-359
Mount Pleasant, SC 29464
508-320-7653
[e-mail]
Property Information:
Cranbrook Village
Mobile Home Park
4309 Old Liberty Place
Greensboro, INC 27406
Guilford County
PIN# 7872706925
PROFESSIONAL ENGINEER SEAL
Final Drawing
For Review
Purposes ❑nay
Not Released
For
Construction
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
System Detal !''%
DRAWN BY: CREATED ON:
S. Jones 07/12/2021
RELEASED BY: RELEASED ON:
SHEET NAME:
ww�8

Vent w/ Carbon Filter
24" min. Above
Ground Surface
2—Way Sweep Tee
Safety Net with 2 24" Riser. 6" above
Quick Disconnects ground surface
24" Riser. 6" above Safety Net with 24" Riser. 6" above
ground surface Quick Disconnect ground surface
Undisturbed
Clean, Tamped
Earth N\ �N �� / Backfill
Cast In Place Clean, Tamped
Riser Adapter Backfill Riser Cost In Place Adapter Cast In Place
Riser Adapter
Im 1 2% Slope (min)
4" Sch 40 PVC — I I I 1 4" Sch 40 PVC ---a—
I I I I
l I
Undisturbed
Earth to
Support Pipe
This document w
and sealedWle
Kevin D. Wso .
NC PE #024582
on August 9, 202 .
This medium shall i
Baffled Septic Tank
6" (min) Gravel Bed
=il III III III
Undisturbed Earth
Septic and Pump Tank Profile Detail - FOR ILLUSTRATION ONLY
N.T.S. SOURCE: Agri -Waste Technology, Inc.
NOTES:
1. Site information based on Field Survey. Topographic information based on GIS data.
2. Location of all Utilities shall be marked prior to construction.
3. Septic Tank to have approved Orenco Effluent Filter.
4.
Verification
of setbacks
to be
performed
by contractor.
5.
Contractor
shall backfill
around
all access
areas such that stormwater is shed away from potential entry points.
6.
Invert elevations of
all components
to be verified in field by contractor to ensure proper operation.
7.
All system piping to
be SCH40 PVC
except where noted.
8.
All gravity elbows to be long radius
or long sweeping
type elbows.
9.
Actual installation and placement of
treatment system
to be overseen by Contractor.
10.
Pressure lines must
be covered to
a minimum depth
of 36".
11.
Engineer Inspection
required during
system installation
and at final completion.
12.
Contractor to seed
and/or mulch disturbed areas to
coincide with existing landscape. Area shall not be left with
uncovered soil.
signed
,t be considered 1
15" Effluent—/
Filter
13. Upon system completion, Contractor to supply Engineer with documentation of installation and a signed letter indicating
system was installed per approved design or noting any deviation from approved design.
14. Contractor to install Internet or phone line to VCOM control panel.
15. Tanks to be placed on gravel bed.
16. Mount Electrical Disconnect a minimum of 24" above grade. Power to panel to be installed by licensed electrician per
code.
17. Electrical Disconnect shall be housed within a lockable NEMA 4X enclosure.
18. Leak test required on all tanks and pressure lines.
19. All wastewater from the facility, including greywater, is to be conveyed to the tanks.
20. All components shall be sealed or located above the 100—yr Flood Line.
21. Pump stations shall have a permanent weatherproof sign stating the pump station identifier, 24—hour emergency number,
and instructions to call in case of emergency.
24"x36" Sheet
1
i
i
I II II
d I Ed I-
1-111-111 II
Undisturbed
Earth to
P„+ Support Pipe
4"x6" Support Post
Bury 36" min in
natural soil.
Safety Net with
Quick Disconnect
Compacted
— Backfill Pump Tank
or gravel
#5 or #57 Gravel
Electrical Disconnect
Box w/ Lock
i 24" (min.) above ground
Splice
Box -
Conduit
18" burial
Anti —Siphon Hole (if pumping downhill)—
�_ HWA 38.0"----
ON 36.0" - — — —
Check Valve (if pumping uphill)
OFF 32.0" — — — —
Float Heights
(from floor)
6" (min) Gravel Bed
...I I I... I ...I
II...III...i ...II
Undisturbed Earth
Safety Net with
Quick Disconnect
Pump Discharge
Line to Flow EQ Tank
at Treatment System
7Sampling
Spigot
Biotube Duplex
Pump Vault
Compacted
- Backfill
PAVVT
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Cranbrook Village
Mobile Home Park
Wastewater Collection System
Owner Information:
TY Cranbrook, LLC
(c/o Rich Colangelo)
1150 Hungry Neck Blvd
Suite C-359
Mount Pleasant, SC 29464
508-320-7653
[e-mail]
Property Information:
Cranbrook Village
Mobile Home Park
4309 Old Liberty Place
Greensboro, NC 27406
Guilford County
PIN# 7872706925
PROFESSIONAL ENGINEER SEAL
Fina( Drawing
- For Review
Purposes Only
Not Re[eased
For
Construction
This document was
originally signed
and sealed by
Kevin D. Davidson,
NC PE #024582
on August 9, 2021.
This medium shall not be
considered a signed and
sealed document.
REV. ISSUED DATE DESCRIPTION
SHEET TITLE
System Deta'i�
DRAWN BY: CREATED ON:
S. Jones 07/12/2021
RELEASED BY: RELEASED ON:
SHEET NAME:
ww-9