WQ0024694_Application_20230627

WGLA Engineering, PLLC
724 51h Avenue West
Hendersonville, NC 28739
[phone] wgla.com
June 26, 2023
RECEIVED
NCDEQ/DWR JUN 2 7 2023
Water Quality Section — PERCS Unit
512 N. Salisbury Street, Suite 925
Raleigh, NC 27604 NCDEQ/DWR/NPDES
RE: Brights Creek
Ridgetop Cottage Development — Low Pressure Sewer Application
WGLA# 22112
Dear Reviewer:
We are submitting plans, applications and supporting documents for the extension of the low
pressure sewer system serving the Brights Creek community in Polk County. This system is owned
and operated by Aqua North Carolina, Inc. The proposed extension will serve 10 new single family
homes or cottages. Along with this cover letter we are submitting the following information:
-Check for the application fee of $480.00
-ASEA application
-FTSE form completed by Aqua
-Engineering plans
-Specifications
-Engineering calculations and supporting documents
-Downstream sewer evaluation (included with calculations)
-Site map (included with calculations)
-Power reliability (included with calculations)
-Certificate of Public Convenience and Necessity for the Brights Creek project
If you have any questions or need additional information, don't hesitate to contact our office.
Sincerely,
WGLA Engineering, PLLC
"Oe ljlz-e�_
William R. Buie, P.E
C I V I L E N G I N E E R S & L A N D P L A N N E R S

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A-50
DOCKET NO. W-218, SUB 341
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
AQUA NORTH CAROLINA, INC.
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide water and sewer utility service
in
BRIGHT'S CREEK GOLF CLUB SUBDIVISION, PHASES 1, 2 AND 2A
Polk County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the 29ffi day of January , 2013.
NORTH CAROLINA UTILITIES COMMISSION
C'�1oum�-
Gail L. Mount, Chief Clerk
RECEIVED
i
JUN � 7 2u23
NCDEQ/DWR/NPDES

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brights Creek Partners, LLC
Project Name for which flow is being requested: Brights Creek Ridgctop Cottages
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all punep
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Brights Creek Golf Club
b. WWTP Facility Permit #: WQ0024694
All flows are in MGD
c. WWTP facility's permitted flow .120 MGD
d. Estimated obligated flow not yet tributary to the WWTP .098723 MGD
e. WWTP facility's actual avg. flow .006557 MGD
f. Total flow for this specific request .003600 MGD
g. Total actual and obligated flows to the facility .108880 MGD
h. Percent of permitted flow used 90.7 %
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C)
(E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm pf), Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD Flow, MGD MGD Flow
Capacity***
LS-1 WQ0024460 .360 .1735 .007092 .098723 .1058
.0677
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Brights Creek
Downstream Permit Number: WQ0024460
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Lauren Raup-Plummer certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station cn route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Engineering Manager
Title of Signing Ojfcial
Page 2 of 6
FTSF, 10- l 8

DocuSign Envelope ID: 02ED75C7-CB36-4CB0-93DD-6AC38D49D1C6
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — ALTERNATIVE SEWER EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: ASEA 04-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with, 15A NCAC 02T .0100, 15A NCAC 02T
.0300, Division Policies and good engineering practices. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application.
For more information, visit the Water Quality Permitting Section's collection systems rvebsiie
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.
Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
N Required unless otherwise noted
B. Cover Letter (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.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
N Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
i- Payable to North Carolina Department of Environmental Quality (NCDEQ).
D. Alternative Sewer Extension (Form: ASEA 04-16) Application (Required for All Application Packages):
N Submit the completed and appropriately executed application.
➢ if necessary for clarity or due to space restrictions, attachments to the application may be made.
N 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 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
N The project name in Item II.1 shall be consistent with the project name on the plans, specifications, flow acceptance
letters, agreements, etc.
N The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
N 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).
E. Section X & XI Attachment (if Applicable):
❑ If the project includes gravity sewer, pump stations with multiple pumps and force mains, include the Section X & XI
attachment(s)-
F. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
N Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension Permit Form from the
owners of the downstream sewers and treatment facility.
Y The flow acceptance indicated in form FTSE 04-16 must not expire prior to permit issuance and must be dated less than
one year prior to the application date.
Y Submittal of this application and form FTSE 04-16 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 04-16.
INSTRUCTIONS FOR FORM: ASEA 04-16 & SUPPORTING DOCUMENTATION Pagc 1 of 4

DocuSign Envelope ID: 02ED75C7-CB36-4CBo-93DD-6AC38D49D1C6
G. Engineering Plans (Required for All Application Packages):
® Per 15A NCAC 02T .0305(b)(1), submit two sets of detailed plan sets that have been signed, sealed and dated by a North
Carolina licensed Professional Eni?ineer, and shall include at a minimum:
➢ Table of contents with each sheet numbered.
➢ A general location map with at least two geographic references and a vicinity map.
➢ Plan and profile views of the sewer extension as well as the proximity of the sewer extension to other utilities and natural
features
➢ Detail drawings of all items pertinent to the sewer extension (including clean -out locations) and pump stations.
➢ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 100 feet of the project.
➢ Minimum separations required per 15A NCAC 02T.0305(f), and where separations cannot be maintained, alternative
criteria per 15A NCAC 02T.0305(g).
i- Minimum cover for sewer extensions required per 15A NCAC 02T.0305(f) must also be shown clearly on the plans.
➢ Nodes/Zones listed in calculations and computer models must be accurately reflected on the plans.
➢ Plans must include lot numbers, zones, approximate pump and top of wet well elevations, and pump model number and
capacity in a table format.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final plans. However, the plans may be labeled
with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
H. Specifications (Required for All Application Packages):
® Per 15A NCAC 02T .0305(b)(3), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional En Jineer, and shall include at a minimum:
➢ Table of contents with each sectiontpage numbered.
➢ Detailed specifications for pump stations (i.e. packaged grinder pump requirements, valves, controls, etc.)
➢ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
➢ Materials (i.e., low pressure mains and laterals, force main, gravity, concrete, method of construction, etc.)
➢ Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
➢ Means for ensuring quality and integrity of the finished product in accordance with the Minimum Design Criteria,
including leakage and pressure testing for the sewer extension.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW
ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
❑ Specifications for standard equipment may only be omitted for municipalities with approved standard specifications, but
the use of the standard specifications must be noted on each sheet of the plans.
1. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0305(b)(2) and 15A NCAC 02T .0305(i)(1), submit engineering calculations that have been signed,
sealed and dated by a North Carolina licensed Professional Engineer, and shall include at a minimum:
➢ Friction/Total Dynamic Head calculations and system curve analysis (with one pump running, two pumps running, etc.)
➢ Pump selection information including pump curves, manufacturer's information, and recommended installation
guidelines.
➢ Pump station cycle times and pump run times.
➢ Minimum velocities in the sewer extension in accordance with the Minimum Design Criteria
➢ Flotation calculations for all units constructed partially or entirely below grade (i.e. pump stations)
® if computer models are provided to document system design, the model and corresponding node/zone nomenclature must
clearly and accurately reflect the plans and specifications.
Note that upon completion of the review process and prior to permit issuance, a request for the final plans and
specifications will be requested on digital media (CD, DVD, Jump Drive, etc.) for our records. You will be notified when
this information is requested, as the review may necessitate changes
INSTRUCTIONS FOR FORM: ASEA 04-16 & SUPPORTING DOCUMENTATION Pagc 2 of 4

DocuSign Envelope ID: 02ED75C7-CB36ACBO-93DD-6AC38D49DIC6
J. Downstream Sewer Evaluations (All Application Packages)
® Per 15A NCAC 02T .0305(b)(2) and 15A NCAC 02T .0304(h)(1), submit engineering calculations that have been signed,
sealed and dated by a North Carolina licensed Professional Engineer, for receiving collection systems:
❑ For connection to a gravity sewer, submit:
An evaluation of the gravity sewer based on peak flow from the proposed project and peak flows already tributary to the
existing gravity sewer. Provide calculations and detail how existing peak flows were determined.
❑ For connection to a pump station, submit:
An evaluation of the existing pump station to pump peak flow from the proposed project and peak flows already tributary
to the existing pump station. Provide calculations and detail how existing peak flows were determined.
® For connection to a force main/low pressures sewer, submit:
An evaluation of the existing system based on peak flows from the proposed project and peak flows already tributary to
the existing system. In addition, evaluate the ability of each pump station tributary to the existing system to pump against
additional head created by greater flows through the system. Evaluation may include alternative designs such as telemetry
to coordinate pumping between pump stations (provided sufficient storage is available). Also include an evaluation of
the discharge point of the existing force main/pressure sewer.
K. 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 and closest surface waters.
Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map showing general project area.
L. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
M. Power Reliability Plan (AR Application Packages):
® Per 15A NCAC 02T .0305(h)(1)(D), submit documentation of power reliability for simplex/vacuum units.
❑ 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)
N. Final Environmental Document (If Applicable):
Q Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and one copy of the final
environmental document (i.e., Finding of No Significant impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the subject sewer.
O. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
® Per 15A NCAC 02T .01 15(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.
INSTRUCTIONS FOR FORM: ASEA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 4

DocuSign Envelope ID: 02ED75C7-CB36-4CB0-93DD-6AC38D49D1C6
P. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home%Prope!ly Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .01 15(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: DEV).
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NCDEQ/DWR
WATER QUALITY SECTION
PERCS UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. SUITE 925
RALEICH, NORTH CAROLINA 27604
INSTRUCTIONS FOR FORM: ASEA 04-16 & SUPPORTING DOCUMENTATION Page 4 of 4

DocuSign Envelope ID: 02ED75C7-CB36-4CB0-93DD-6AC38D49D1C6
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — ALTERNATIVE SEWER EXTENSION APPLICATION
Division of Water Resources ASEA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
1. APPLICANT INFORMATION:
(to be completed by DWR)
I . Applicant's name: Aqua North Carolina. Inc. (company, municipality, IIOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State ❑ Municipal
3. Signature authority's name: Lauren Raup-Plummer, P.E. per 15A NCAC 02T .0106(b)
Title: Engineering Manaeer
4. Applicant's mailing address: 202 MacKenan Court
City: Cep State: NC Zip: 27511-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
® Privately -Owned Public Utility
❑ County
. Project name: Brights Creek - Ridgetop Cottages
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pcrmit/Projcct
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00.__
3. County where project is located: Polk
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.331- Longitude:-82.267'
fit. CONSULTANT INFORMATION:
1. Professional Engineer: William R. Buie License Number: 022989
Firm: WGLA En ig ncering, PLLC
Mailing address: 724 51 Avenue West
City: Hendersonville State: NC Zip: 28739
Phone number: [phone] Email Address: wbuicG@,wela.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Brights Creek Golf Club Permit Number: W00024694
Owner Name: Aqua North Carolina, Inc.
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):
System Wide Collection System Permit Number(s):
Owner Name(s): Aqua North Carolina, Inc.
FORM: ASEA 04-16 Pagel of 5

DocuSign Envelope ID: 02ED75C7-CB36ACB0-93DD-6AC38D49D1C6
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
®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 submitted'?
❑ Yes [:]No ®NiA
3. If the Applicant is a Home/Property Owners' Association, has an OVerational Agreement ( FORM: HOA) been submitted?
❑ Yes ❑No ®N,'A
4. Origin of wastewater: (check all that apply)
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School preschool ; day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool 'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool Filter Backwash
❑ Businesses ! offices: factories ❑ Nursing I lome ❑ Other (Explain in Attachment)
5. Is was an Environmental Assessment required under 15A NCAC 01C? ❑ Yes ® No
If yes, submit the appropriate final environmental document (FONSi, ROD, etc.)
6. Nature of wastewater: 100 % Domestic/Commercial % Other waste specify:
% Industrial (See 15A NCAC 02T .0103(20))
7. Wastewater generated by project: 3.600 GPD (per 15A NCAC 02T .01 14)
Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
If ves, provide a copy of approval
S. Summarize wastewater generated by project:
Establishment Type
Daily Design Flow'
No. of Units
Flow
3 bedroom home
360 gal/day
10
3,600 GPD
gal
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a Sec 15A NCAC 02T .01 14(b), (d), (c)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residcntial development uses; public access facilities located near high public use areas;
and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified below shall be determined using available
flow data, water using fixtures, occupancy or operation patterns, and other measured data.
FORM: ASEA 04-16 Page 2 of 5

DocuSign Envelope ID: 02ED75C7-CB36-4CB0-93DD-6AC38D49D1C6
VII. PRESSURE SEWER DESIGN CRITERIA— 15A NCAC 02T .0305:
1. Number of simplex pump stations (STEP tanks;'effluent pumps, vacuum pits, etc.) provided: 10
2. What is the nearest 100-year flood elevation to the facility? 937.1 feet mean sea level.
Is any of the proposed project located within the 100-year flood plain? ❑ Yes ® No
3. If Yes, are the following items provided per 15A NCAC 02T .0305(e):
Water -tight seals on all station hatches and manholes; and
Control panels vents extend two feet above the 100-year flood plain elevation? [-]Yes ❑ No ❑ N A
If No, what measures are being taken to protect them against flooding?
4. Volume of storage in wct well above pump on elevation: 240 Gallons (include calculations)
5. Ilow power reliability will be provided in accordance with 15A NCAC 02T .0305(h)(D):
® Wet well storage provides 24 hours worth of wastewater storage; or
❑ Wet well storage provides wastewater storage based on power reliability and response times
(Sec "Policy for Mecting Reliability Requirements")
➢ Provide 3 years of power history date in the area.
➢ Provide response time to replace a failed pump. This would include travel time, time to replace pump, etc.
➢ Wet well storage would be based on whichever is greater.
All other pump stations meet the reliability requirements of 15A NCAC 02T .0305(h)(1): ❑ Ycs ❑ No ®N A
6. Summarize simplex pump station design elements:
Design Element
Plan Sheet
Reference
Specification
Reference
Emergency Contact Placard or Sticker
C-403
Plans only
Screened Wet Well Vent
C-403
Plans only
Restricted Access Details
C-403
Pg 144
Control Panel
C-403
Pg 142
High Water Alarms (Audible & Visual)
C-403
Pg 142-143
Valves (Check, Gate, etc)
C-403
Pg 133-135
Air Relief Valves
C-403
Pg 135
7. Summarize the pipe length by diameter to be permitted. Lines from a building to the septic or pump tank should be excluded.
(provide attachments if necessary)
Gone
From Node
To Node
Diameter (in)
Length (feet)
# Pumps in Zone
Pump Model
S ecificd for Zone
43
Zone 41
End
2
500
10
Eone SPD
8. Air release valve station locations per 15A NCAC 02T .0305(i) (provide attachments if necessary)
Air Release Valve #
Station
Plan Sheet Reference
1
11+07
C-401
FORM: ASEA 04-16 Page 3 of 5

DocuSign Envelope ID: 02ED75C7-CB364CB0-93DD-6AC38D49D1C6
V1II. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & N) ® Yes ❑ No
Y I SA NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
hiph water or tide elevation and wetlands sec item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(_) contains alternatives where separations in 02T.0305(f) cannot be achieved.
i **Stream classifications can be identified using the Division's NC Surface Water Classifications wcbnauc
If noncompliance with 02T.0305(f) or (g), see Section IX of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NA
i See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N'A
Y This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits. certifications)? ® Yes []No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
i 1f yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
Nigh priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: ASEA 04-16 Page 4 of 5

DocuSign Envelope ID: 02ED75C7-CB36-4CB0-93DD-6AC38D49D1C6
IX. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version). and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance(Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
1,
William R. Buie, P.E.
(Professional Engineer's name from Application Item III.I .)
Brights Creek Ridgetop Cottages
(Facility name from Application Item 11.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with this application package and its instructions, as
well as all applicable regulations and statutes. Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE • In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000, as well as civil penalties up to S25,000 per violation.
....._......
1.
North Carolina Professional Engineer's seal, signature, and date:
— ° 07003FBP7dORd8D..
22989 -
0/2023
:.........------- ......_...__.......__.........._.......... I ... ... .......
3
3. Applicant's Certification per 15 A NCAC 021' .0106(b):
I, Lauren Raup-Plummer, P.E.; Engineering Manager attest that this application for
(Signature Authority's name & title from Application Item I.3.)
Brights Creek Ridgetop Cottages _
(Facility name from Application Item I1.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of
wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement action that
may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. 1 also understand that if all required parts of this application package
arc not completed and that if all required supporting information and attachments arc not included, this application package
will be returned to me as incomplete. As the permittee for the pressure sewer system, I understand I will be required to
own, maintain, and operate all individual pump stations.
NOTE In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to ex eed 10,000 as as civil penalties up to $25,000 per violation. /,,
Sign; i a Date: 1.y�11t�
FORM: ASEA 04-16 Page 5 of 5

UocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
RECEIVED
JUN 2 7 2023
NCDEQ/DWR/NPDES
LOW PRESSURE SANITARY SEWER
CALCULATIONS
FOR
Bright's Creek — Ridge Top Cottages
MILL SPRING
POLK COUNTY, NORTH CAROLINA
07CO3�6F�g0i4BD... a =
<< CAM �2023
PREPARED BY:
WGLA ENGINEERING, PLLC
CONSULTING ENGINEERS
724 5Th AVENUE WEST
HENDERSONVILLE, NORTH CAROLINA 28739
June 2023

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
TABLE OF CONTENTS
PROJECT NARRATIVE
SYSTEM MAP
FRICTION / TOTAL DYNAMIC HEAD & VELOCITY CALCULATIONS
PUMP CURVE
MANUFACTURER'S INFORMATION
INSTALLATION GUIDELINE
PUMP STATION CYCLE & PUMP RUN TIME
FLOTATION CALCULATION
WET WELL VOLUME CALCULATION

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
Site Location: Bright's Creek Subdivision is located in Polk County. The subdivision is
accessed from the end of Palmer Road (S.R. 1155). More Specifically, this section of the
project is located off Glen Court just south of the intersection with Deep Gap Farm Road
West.
Project Description: This project involves the extension of a low pressure sewer system
to serve 10 new single family cottages. The proposed system is an extension of the
Bright's Creek Phase 2A low pressure sewer system designed by Land Design, Inc. for
Heater Utilities, Inc. Currently this system is owned and operated by Aqua North
Carolina. The wastewater disposal system is a non -conjunctive reclaimed water
utilization system with a permit number of WQ0024694 called the Brights Creek Golf
Club WWTP. A Certificate of Public Necessity was issued by North Carolina Utilities
Commission approved under Docket No. W-2018, Sub 341.
Sewer Extension Description: This project extension of the Bright's Creek Phase 2A
section is a connection at the intersection of Zone 41 and 42 as shown on the Sewer As -
built drawings provided by Aqua. The proposed sewer extension is modeled as Zone 43.
The proposed sewer is sized for 10 residential lots at 360 gpd each. The proposed sewer
shall collect the wastewater and transport it from the pump through the new zone 43 into
the existing low-pressure system at the intersection of zones 41 and 42. The wastewater
will then be transported through zone 41 into zone 35, 36 and 64 into an existing regional
pump station that will convey it to the existing WWTP.

DocuSlgn Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
SYSTEM MAP

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
S/ SS SS 80�
EXISTING FORCE
MAIN TO WWTP
EXISTING E-ONE
EXTENSION (ZONE 64)
EXISTING E-ONE EXTENSION
(ZONE 36)
EXISTING REGIONAL PUMP STA N
EXISTING E-ONE EXTENSION
(ZONE 35)
EXISTING E-ONE EXTENSION
(ZONE 41)
EXISTING
E-ONE
EXTENSION
(ZONE 34)
EXISTING-1
EXTEN
(ZONE
WGLA ENGINEERING, PLLC
724 5th AVENUE
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
- PROPOSED E-ONE EXTENSION'
(ZONE 43)
6Q
Brights Creek
Ridge Top Cottages
Polk County
North Carolina
E-One
System
Job #: 22112
Date: 06/08/23
Scale: 1"=200'

DocuSign Envelope ID: A9FEA7B3-D44D-432C-6A93-AA35F6F1529A
PRESSURE SEWER- PIPE SIZING AND BRANCH ANALYSIS
Prepared By: WGLA Engineering, PLLC Brights Creek Ridge Top Cottages
May 17, 2023
Zone
Number
Connects
to Zone
Number
f Pumps
in Zone
Accum
Pumps
in Zone
Pump
Is/dayrg�pn
Flow
Pump
)
Max
im Ops
x Flow
GPM)
Pipe Size
(inches)
elocity
FPS)
ength of Main riction Loss riction
this Zone actor oss This
ft/100 ft) one
Accum Fri
Loss (feet)
Max Main
Elevation
�inimum Pump
Elevation
tatic Head
feet)
otal
mic
Head (ft)
This spreadsheet
was calculated using pipe diameters for. SDR21
PVC Friction loss calculations were based on a Constant for inside roughness "C" of: 150
35.001
36.001
381
571
3601
11.001
71
77.001
4.001
1.901
621.001
0.331
2.051
7.77
1 1,165.001
1,125.001
40.001
47.77
36.001
64.001
1141
1711
3601
11.001
101
110.001
4.001
2.711
762.001
0.641
4.881
5.72
1 1,125.00
1 1,125.001
0.001
5.72
41.001
35.001
31
191
3601
11.001
51
55.001
2.001
4.861
280.001
3.97
1 11.13
1 18.90
1 1,185.00
1 1,125.001
60.001
78.90
'1L.UV 41.UU I 01 01 30V I I1.VU I 3 I .53.VU 1 L.VU I L.yL I OOU.UU I 1.04 I 5.04 I Z/.04 I 1,1if0.VU I 1,U/U.UU I 11ll.UU I 14L.04
43.00 41.00 10 10 360 11.00 4 44.00 2.00 3.89 500.00 2.63 13.14 32.04 1,185.00 1,138.00 47.00 79.04
64.00 64.001 2931 4641 3601 11.001 191209.001 6.001 2.721 188.001 0.451 0.841 0.84 I 1,040.00 I 1,032.001 8.001 8.84
Existing System Zones: 35, 36, 41, 42 and 64
Proposed System Zone: 43
Page 1 Note: This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One.

DocuSign Envelope ID: A9FEA763-D440-432C-6A93-AA35F6F1529A
PRESSURE SEWER- ACCUMULATED RETENTION TIME (i-uz)
Prepared By: WGLA Engineering, PLLC Brighfs Creek Ridge Top Cottages
May 17, 2023
Zone
Connects to
Accumulated
Pipe Size(inches)
Gallons per 100
Length of Zone
Capacity of Zone
verage Daily Flo
Average Fluid
Average Retention
Accumulated
Number
Zone
Total of Pumps
lineal feet
Changes per Day
Time (Hr)
Retention Time (Hr)
this Zone
This spreadsheet was calculated using pipe diameters for: SDR21 PVC Gals per Day per Dwelling 360
35.00
36.00
57
4.00
67.65
621.00
420.11
20,520
48.84
0.49
0.73
36.001
64.00
171
4.00
67.65
762.00
515.501
61,560
119.42
0.20
0.24
41.001
35.00
19
2.00 18.84 280.00 52.761 6,840 129.65 0.19 0.91
2.00 18.84 560.00 105.52 2,160 20.47 1.17 2.08
42.001 41.00 6
43.00 41.00 10
2.00 18.84 500.00 94.211 3,600 38.211 0.63 1.54
64.00 64.001 464
6.00 127.921 188.001 240.481 167,0401 694.601 0.031 0.03
Page 1 Note: This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
EJONE SPD PUMP PERFORMANCE CURVE
w
ry
U)
V)
w
o-
IL
C)
z
o'
w
0-
0
J
U
a_
100
95
90
85
— 80
75
70
65
60
55
50
a 45
40
0
Q
= 35
U
Ei 30
Q
z
0 25
J
~0 20
15
10
5
0
-5
-10
-15
-20
-25
GRINDER PUMP, 1HP, 1725 RPM
1
LOW PRESSURE SYSTEM DESIGN PRESSURE
CONSULT FACTORY
FOR INTERMITTENT
USE ABOVE 80 PSI
OR 185 FEET TDH
rn
0
N
Operating Point
1.1 _gpm_@79.04 TDH
I
I
0 2 4 6 8 10 12 14 16 18
DISCHARGE (Q), GPM
230
220
210
200
190
180
170
160
150
140
130
120
110
o-
100 Q
90
0
80 w
w
70 v_
z
60 ¢
w
50 =
U
40 ¢
z
r
30 C'
J
20 ¢
O
10
0
-10
-20
-30
-40
-50
-60
ESD 08-0022 REV. 2, 6/08

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
MANUFACTURER'S INFORMATION

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
C/EnN`**IC
General Features
The model WH231 or WR231 grinder pump station is a complete unit that
includes: the grinder pump, check valve, polyethylene tank, controls, and alarm
panel. The lower portion of the tank has a smaller diameter, tapered down to
a dish -shaped bottom. These design features reduce the retained volume and
promote scouring, which will minimize odor and corrosiveness.
• Rated for flows of 850 gpd (3218 Ipd)
• 237 gallons (874 liters) of capacity
• Standard outdoor heights range from 55 inches to 92 inches
The WH231 is the "hardwired," or "wired," model where a cable connects the
motor controls to the level controls through watertight penetrations.
The WR231 is the "radio frequency identification" (RFID), or "wireless," model
that uses wireless technology to communicate between the level controls and the
motor controls.
Operational Information
Motor
1 hp, 1,725 rpm, high torque, capacitor start, thermally protected, 120/240V, 60
Hz, 1 phase
Inlet Connections
4-inch inlet grommet standard for DWV pipe. Other inlet configurations available
from the factory.
Discharge Connections
Pump discharge terminates in 1.25-inch NPT female thread. Can easily be
adapted to 1.25-inch PVC pipe or any other material required by local codes.
Discharge
15 gpm at 0 psig (0.95 Ips at 0 m)
11 gpm at 40 psig (0.69 Ips at 28 m)
7.8 gpm at 80 psig (0.49 Ips at 56 m)
Accessories
E/One requires that the Uni-Lateral, E/One's own stainless steel check valve,
be installed between the grinder pump station and the street main for added
protection against backflow.
Alarm panels are available with a variety of options, from basic monitoring to
advanced notice of service requirements.
NA0059P01 Rev D The Remote Sentry is ideal for installations where the alarm panel may be hidden
from view.

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
OPTIONS :
F-IWH231
LEVELRDCOWIRE
N ROD S)
❑
W R 2 31
RELESS
LEVEL,ICONTROLS)
E/ONE EQUALIZER
POLYETHYLENE
MOLDED TANK
(237 GAL)
(897 L)
QUICK DISCONNECT
ASSEMBLY,
PVC SLIDE FACE
DISCHRGE FTG -
1-1/4" (32 mm)
FEMALE NPT, SS
ALARM
ON
25.84 in
(656 mm)
17.84 in
78 gal (453 mm)
(295 L)
33 gal
(125 L)
13.84 in
(352 mm)
25 gal
(95 L)
SEMI -POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
NOTE: DIMENSIONS ARE FOR REF ONLY
HDPE LID
POLYETHYLENE WELDED ON
COVER SHROUD ASSEMBLY
PROTECTIVE CABLE SHROUD
(POLYETHYLENE)
POWER/ALARM CABLE
6 CONDUCTOR W/GND
(120-24OV)
ELECTRICAL QUICK
DISCONNECT (EQD)
NEMA 6P
INLET, PVC FLANGE
TO ACCEPT 4.50"
— (114 nTn) O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
1-1/4 FLEXIBLE
DISCHARGE HOSE
COMBINATION CHECK
VALVE / ANTI -SIPHON
VALVE FLAPPER TYPE
(NORYL)
@ � a 8 CP
AD I SGS 1 12/23/10 1 G
DR BY I CHK'D I DATE IISSUE I SCALE
MODEL WH231 / WR231
DETAIL SHEET
NA0059P02

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
OPTIONS: E]WH
GRADE mu
SLOPE AWAY
STATIOP
(7
10
C
N
CONCRETE BALLAST MAY BE REQUIRED
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS
WIRED
2 3 1- 7 3 LEVELRDCONTROLS)
❑ W R 2 31 - 7 3 LEVELI COLESS TROLS)
AD SGS 12/23/10 E
DR BY CHK'D DATE ISSUE I SCALE
8
NOTE: DIMENSIONS ARE FOR REF ONLY I MODEL WH231-73 / WR231-73
NA005JP04

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
INSTALLATION GUIDELINE

DocuSlgn Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
CI��IC
JF
S E R I E S
W-Series "SQUAT"
Wetwell Grinder
Pump Station
with
Wired Level Sensor
Typical Specifications
Semi -Positive
Displacement Type
Grinder Pump Stations

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
SECTION: GRINDER PUMP STATIONS
1.0 General
1.01 GENERAL DESCRIPTION: The MANUFACTURER shall furnish complete factory -built and tested
grinder pump unit(s), each consisting of a grinder pump core suitably mounted on an integral stand of
stainless steel, special polyethylene tank, electrical quick disconnect (NEMA 6P), pump removal
harness, discharge assembly/shut-off valve, anti -siphon valve/check valve assembly, electrical alarm
assembly and all necessary internal wiring and controls. For ease of serviceability, all pump
motor/grinder units shall be of like type and horsepower throughout the system.
1.02 SUBMITTALS: After receipt of notice to proceed, the MANUFACTURER shall furnish a minimum of
six sets of shop drawings detailing the equipment to be furnished including dimensional data and
materials of construction. The ENGINEER shall promptly review this data, and return two copies as
accepted, or with requested modifications. Upon receipt of accepted shop drawings, the
MANUFACTURER shall proceed immediately with fabrication of the equipment.
1.03 MANUFACTURER: Grinder pump stations, complete with all appurtenances, form an integral system,
and as such, shall be supplied by one grinder pump station manufacturer. The CONTRACTOR shall be
responsible for the satisfactory operation of the entire system. The equipment specified shall be a
product of a company experienced in the design and manufacture of grinder pumps for specific use in
low pressure sewage systems. The company shall submit detailed installation and user instructions for
its product, submit evidence of an established service program including complete parts and service
manuals, and be responsible for maintaining a continuing inventory of grinder pump replacement parts.
The MANUFACTURER shall provide, upon request, a reference and contact list from ten of its largest
contiguous grinder pump installations of the type of grinder pumps described within this specification.
The MANUFACTURER of the grinder pump station shall be Environment One Corporation (or
Proposed Alternate).
Attention is directed to the fact that the drawings and overall system design are based on a particular
piece of equipment from a particular manufacturer. These specifications are intended to provide
guidelines for standard equipment of a recognized manufacturer who already meets all the
requirements of this specification.
1.03a ALTERNATE EQUIPMENT: In the event that the CONTRACTOR or another supplier proposes an
Alternate to the specified MANUFACTURER, the ENGINEER recognizes that it will be difficult to
conform to certain details of this Specification due to different manufacturing techniques or grinder
pump station designs. If proposing an Alternate, the CONTRACTOR (supplier) must submit, no less
than 15 business days in advance of the bid date, a complete description of any changes that will be
necessary to the system design, a complete submittal package as outlined in Section 1.02
SUBMITTALS, a system hydraulic analysis based on the proposed pump (including pipe sizes, flows,
velocities, retention times and number and location of recommended valves and cleanouts, if any), a list
of exceptions to this specification, and demonstration of compliance to Section 1.04 EXPERIENCE
CLAUSE of this specification. The CONTRACTOR (supplier) must also complete the Manufacturer
Disclosure Statement found at the end of this specification. This information must be submitted to the
ENGINEER for pre -approval of the alternate equipment being proposed and determination of
compliance with these Contract Documents. If the equipment differs materially or differs from the
dimensions given on the Drawings, the CONTRACTOR (supplier) shall submit complete drawings
showing elevations, dimensions, or any necessary changes to the Contract Documents for the
proposed equipment and its installation. Pre -approval, if granted, will be provided in writing by the
ENGINEER to the CONTRACTOR (supplier) at least five business days in advance of the bid date. If
the ENGINEER'S approval is obtained for Alternate Equipment, the CONTRACTOR (supplier) must
make any needed changes in the structures, system design, piping or electrical systems necessary to
accommodate the proposed equipment at the expense of the CONTRACTOR (supplier).
1.04 EXPERIENCE CLAUSE: The equipment furnished hereunder shall be the product of a company
experienced in the design and manufacture of grinder pumps specifically designed for use in low

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
pressure systems. All manufacturers proposing equipment for this project shall have at least 10 years of
experience in the design and manufacture of units of identical size(s) and performance to the specified
units. All manufacturers proposing equipment for this project must also have not less than 500
successful installations of low pressure sewer systems utilizing grinder pumps of like type to the grinder
pumps specified herein. An installation is defined as a minimum of 25 pumps discharging into a
common force main which forms a low pressure sewer system. The CONTRACTOR (supplier)
proposing alternate equipment shall also submit, as part of the bid schedule, an installation list with
contact person(s), phone number(s) and date(s) of at least 10 installations of the type of pump specified
herein that have been in operation for at least 10 years.
In lieu of this experience clause, the CONTRACTOR (supplier) of alternate equipment will be required
to submit a 5-year performance bond for 100 percent of the stipulated cost of the equipment as bid and
as shown in the Bid Schedule. This performance bond will be used to guarantee the replacement of the
equipment in the event that it fails within the bond period.
1.05 OPERATING CONDITIONS: The pumps shall be capable of delivering 15 GPM against a rated total
dynamic head of 0 feet (0 PSIG), 11 GPM against a rated total dynamic head of 92 feet (40 PSIG), and
7.8 GPM against a rated total dynamic head of 185 feet (80 PSIG). The pump(s) must also be capable
of operating at negative total dynamic head without overloading the motor(s). Under no conditions shall
in -line piping or valving be allowed to create a false apparent head.
1.06 WARRANTY: The grinder pump MANUFACTURER shall provide a part(s) and labor warranty on the
complete station and accessories, including, but not limited to, the panel for a period of 24 months after
notice of OWNER'S acceptance, but no greater than 27 months after receipt of shipment. Any
manufacturing defects found during the warranty period will be reported to the MANUFACTURER by
the OWNER and will be corrected by the MANUFACTURER at no cost to the OWNER.
(OPTIONAL) Certified Installation Program — In lieu of the above warranty, at no charge, the Certified
Installation Program with the same coverage as E/One's standard warranty will be granted for
residential applications of the WH231 grinder pump station when the installation uses an E/One Uni-
Lateral Stainless Steel Curb Stop Assembly (Section 2.12); E/One Sentry Protect Plus alarm panel
(Section 2.13); and the E/One Certified Installation and Start -Up forms located at apps.eone.com have
been successfully completed and submitted.
Only after the installation and start-up data have been successfully completed and submitted via
apps.eone.com will the OWNER be issued a 5-Year Certified Installation Program certificate for each
applicable DH071 or DH151 grinder pump station. This certificate is the proof of the program coverage
If submissions are not received, no additional coverage has been applied.
1.07 WARRANTY PERFORMANCE CERTIFICATION: As a bid certification requirement, each bidder shall
provide with their bid schedule a Warranty Performance Certification statement executed by the most
senior executive officer of the grinder pump MANUFACTURER, which certifies a minimum of a 24-
month warranty. They must further detail any exclusions from the warranty or additional cost items
required to maintain the equipment in warrantable condition, including all associated labor and shipping
fees, and certify that the MANUFACTURER will bear all costs to correct any original equipment
deficiency for the effective period of the warranty. All preventive maintenance type requirements shall
be included in this form as exclusions. These requirements include, but are not limited to, unjamming of
grinder mechanism, periodic motor maintenance, and periodic cleaning of liquid level controls. Should
the CONTRACTOR (supplier) elect to submit a performance bond in lieu of the experience clause
outlined above, this Warranty Performance Certification shall also be used as a criterion to evaluate the
CONTRACTOR'S (supplier's) performance over the warranty period. A Warranty Performance
Certification form is included with the bid schedule and must be completed and submitted as part of the
bid package. Bids with incomplete forms or missing forms will be considered nonresponsive.
2.0 PRODUCT
2.01 PUMP: The pump shall be a custom designed, integral, vertical rotor, motor driven, solids handling
pump of the progressing cavity type with a single mechanical seal. Double radial O-ring seals are
required at all casting joints to minimize corrosion and create a protective barrier. All pump castings

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
shall be cast iron, fully epoxy coated to 8-10 mil Nominal dry thickness, wet applied. The rotor shall be
through -hardened, highly polished, precipitation hardened stainless steel. The stator shall be of a
specifically compounded ethylene propylene synthetic elastomer. This material shall be suitable for
domestic wastewater service. Its physical properties shall include high tear and abrasion resistance,
grease resistance, water and detergent resistance, temperature stability, excellent aging properties,
and outstanding wear resistance. Buna-N is not acceptable as a stator material because it does not
exhibit the properties as outlined above and required for wastewater service.
2.02 GRINDER: The grinder shall be placed immediately below the pumping elements and shall be direct -
driven by a single, one-piece motor shaft. The grinder impeller (cutter wheel) assembly shall be
securely fastened to the pump motor shaft by means of a threaded connection attaching the grinder
impeller to the motor shaft. Attachment by means of pins or keys will not be acceptable. The grinder
impeller shall be a one-piece, 4140 cutter wheel of the rotating type with inductively hardened cutter
teeth. The cutter teeth shall be inductively hardened to Rockwell 50 — 60c for abrasion resistance. The
shredder ring shall be of the stationary type and the material shall be white cast iron. The teeth shall be
ground into the material to achieve effective grinding. The shredder ring shall have a staggered tooth
pattern with only one edge engaged at a time, maximizing the cutting torque. These materials have
been chosen for their capacity to perform in the intended environment as they are materials with wear
and corrosive resistant properties.
This assembly shall be dynamically balanced and operate without objectionable noise or vibration over
the entire range of recommended operating pressures. The grinder shall be constructed so as to
minimize clogging and jamming under all normal operating conditions including starting. Sufficient
vortex action shall be created to scour the tank free of deposits or sludge banks which would impair the
operation of the pump. These requirements shall be accomplished by the following, in conjunction with
the pump:
1. The grinder shall be positioned in such a way that solids are fed in an upward flow direction.
2. The maximum flow rate through the cutting mechanism must not exceed 4 feet per second. This is
a critical design element to minimize jamming and as such must be adhered to.
3. The inlet shroud shall have a diameter of no less than 5 inches. Inlet shrouds that are less than 5
inches in diameter will not be accepted due to their inability to maintain the specified 4 feet per
second maximum inlet velocity which by design prevents unnecessary jamming of the cutter
mechanism and minimizes blinding of the pump by large objects that block the inlet shroud.
4. The impeller mechanism must rotate at a nominal speed of no greater than 1800 rpm.
The grinder shall be capable of reducing all components in normal domestic sewage, including a
reasonable amount of "foreign objects," such as paper, wood, plastic, glass, wipes, rubber and the like,
to finely -divided particles which will pass freely through the passages of the pump and the 1-1/4"
diameter stainless steel discharge piping.
2.03 ELECTRIC MOTOR: As a maximum, the motor shall be a 1 HP, 1725 RPM, 240 Volt 60 Hertz, 1
Phase, capacitor start, ball bearing, air-cooled induction type with Class F insulation, low starting
current not to exceed 30 amperes and high starting torque of 8.4 foot pounds. The motor shall be
press -fit into the casting for better heat transfer and longer winding life. Inherent protection against
running overloads or locked rotor conditions for the pump motor shall be provided by the use of an
automatic -reset, integral thermal overload protector incorporated into the motor. The motor protector
shall be specifically investigated and listed by Underwriters Laboratories Inc. for the application. Non -
capacitor start motors or permanent split capacitor motors will not be accepted because of their
reduced starting torque and consequent diminished grinding capability. The wet portion of the motor
armature must be 300 Series stainless steel. To reduce the potential of environmental concerns, the
expense of handling and disposing of oil, and the associated maintenance costs, oil -filled motors will
not be accepted. Pump operation during instances of potentially damaging high current or low voltage
conditions shall be inhibited by an in -pump electrical monitoring system that has been investigated and
listed by Underwriters Laboratories Inc. for the application. Motor start shall be controlled by a DC
4

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
driven electromechanical relay integrated within the control compartment of the pump. Electrical
monitoring shall ensure the relay operates reliably. AC Mechanical contactors for motor start are
susceptible to damage from short cycling and will not be accepted.
2.04 MECHANICAL SEAL: The pump/core shall be provided with a mechanical shaft seal to prevent
leakage between the motor and pump. The seal shall have a stationary ceramic seat and carbon
rotating surface with faces precision lapped and held in position by a stainless steel spring.
2.05 TANK: Polyethylene Construction. The tank shall be made of rotational molded polyethylene with
high environmental stress cracking resistance. All seams created during tank construction are to be
thermally welded and factory tested for leak tightness. The tank wall and bottom must withstand the
pressure exerted by saturated soil loading at maximum burial depth. All station components must
function normally when exposed to 150 percent of the maximum external soil and hydrostatic pressure.
The overall basin capacity shall be 237 gallons. The basin shall incorporate a tapered bottom with an
inside diameter of no greater than 28 inches to minimize the retained volume and shall be designed to
fit into most septic tanks after removal of the septic tank cover. The largest diameter must be no less
than 50 inches and no greater than 52 inches.
A station that is 55 inches tall shall have no greater than a 36 inch outside diameter flat fiberglass
cover. The 55 inch tall station can be extended in 6 inch increments with normal cylindrical fiberglass
extensions.
Taller stations shall have an accessway with a shroud and domed cover. The accessway shall be an
integral extension of the wetwell assembly and shall include a lockable cover assembly with integral
vent providing low profile mounting and watertight capability. The cover shall be high density
polyethylene, green in color, with a load rating of 150 Ibs per square foot. The domed cover shall have
an outside diameter of no greater than 30 inches. Accessway design and construction shall enable field
adjustment of station height in 3" increments without the use of any adhesives or sealants requiring
cure time before installation can be completed. Corrugated sections are to be made of a double -wall
HDPE construction with the internal wall being generally smooth. Corrugations of the outside wall are to
be of a minimum amplitude of 1-1/2 inch to provide necessary transverse stiffness. Any incidental
sections of a single -wall construction are to be a minimum .250 inch thick. All seams created during
tank construction are to be thermally welded and factory tested for leak tightness. The accessway wall
must withstand the pressure exerted by saturated soil loading at maximum burial depth and must
function normally when exposed to 150 percent of the maximum external soil and hydrostatic pressure.
The tank and factory penetrations shall be factory tested and guaranteed to be watertight.
The tank shall be furnished with one EPDM grommet fitting to accept a 4.50" OD DWV or Schedule 40
pipe. Tank dimensions shall be as shown on the contract drawings.
2.06 DISCHARGE HOSE AND DISCONNECT/VALVE: All discharge fittings and piping shall be constructed
of polypropylene, EPDM or PVC. The discharge hose assembly shall include a shut-off valve rated for
200 psi WOG and a quick disconnect feature to simplify installation and pump removal. The bulkhead
penetration shall be factory installed and warranted by the manufacturer to be watertight.
2.07 ELECTRICAL QUICK DISCONNECT: The grinder pump core shall include a factory -installed NEMA
6P electrical quick disconnect (EQD) for all power and control functions. The EQD will be supplied with
32' total, 25' of useable, electrical supply cable (ESC) to connect to the alarm panel. The EQD shall
require no tools for assembly, seal against water before the electrical connection is made, and include
radial seals to assure a watertight seal regardless of tightening torque. Plug -type connections of the
power cable onto the pump housing will not be acceptable due to the potential for leaks and electrical
shorts. Junction boxes are not acceptable due to the large number of potential leak points. The EQD
shall be so designed to be conducive to field wiring as required.
2.08 CHECK VALVE: The pump discharge shall be equipped with a factory installed, gravity operated,
flapper -type integral check valve built into the discharge piping. The check valve will provide a full-

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
ported passageway when open, and shall introduce a friction loss of less than 6 inches of water at
maximum rated flow. Moving parts will be made of a 300 Series stainless steel and fabric reinforced
synthetic elastomer to ensure corrosion resistance, dimensional stability, and fatigue strength. A
nonmetallic hinge shall be an integral part of the flapper assembly providing a maximum degree of
freedom to assure seating even at a very low back -pressure. The valve body shall be an injection
molded part made of an engineered thermoplastic resin. The valve shall be rated for continuous
operating pressure of 235 psi. Ball -type check valves are unacceptable due to their limited sealing
capacity in slurry applications.
2.09 ANTI -SIPHON VALVE: The pump discharge shall be equipped with a factory -installed, gravity -
operated, flapper -type integral anti -siphon valve built into the discharge piping. Moving parts will be
made of 300 Series stainless steel and fabric -reinforced synthetic elastomer to ensure corrosion
resistance, dimensional stability, and fatigue strength. A nonmetallic hinge shall be an integral part of
the flapper assembly, providing a maximum degree of freedom to ensure proper operation even at a
very low pressure. The valve body shall be injection -molded from an engineered thermoplastic resin.
Holes or ports in the discharge piping are not acceptable anti -siphon devices due to their tendency to
clog from the solids in the slurry being pumped. The anti -siphon port diameter shall be no less than
60% of the inside diameter of the pump discharge piping.
2.10 CORE UNIT: The grinder pump station shall have an easily removable core assembly containing pump,
motor, grinder, all motor controls, check valve, anti -siphon valve, electrical quick disconnect and wiring.
The watertight integrity of the core unit shall be established by a 100% factory test at a minimum of 5
PSIG.
2.11 CONTROLS: All necessary motor starting controls shall be located in the cast iron enclosure of the
core unit secured by stainless steel fasteners. Locating motor starting controls in a plastic enclosure is
not acceptable. Wastewater level sensing controls shall be housed in a separate enclosure from motor
starting controls. Level sensor housing must be sealed via a radial type seal; solvents or glues are not
acceptable. Level sensing control housing must be integrally attached to pump assembly so that it may
be removed from the station with the pump and in such a way as to minimize the potential for the
accumulation of grease and debris accumulation, etc. Level sensing housing must be a high -impact
thermoplastic copolymer over -molded with a thermo plastic elastomer. The use of PVC for the level
sensing housing is not acceptable.
Non -fouling wastewater level controls for controlling pump operation shall be accomplished by
monitoring the pressure changes in an integral air column connected to a pressure switch. The air
column shall be integrally molded from a thermoplastic elastomer suitable for use in wastewater and
with excellent impact resistance. The air column shall have only a single connection between the water
level being monitored and the pressure switch. Any connections are to be sealed radially with
redundant 0-rings. The level detection device shall have no moving parts in direct contact with the
wastewater and shall be integral to the pump core assembly in a single, readily -exchanged unit.
Depressing the push to run button must operate the pump even with the level sensor housing removed
from the pump.
All fasteners throughout the assembly shall be 300 Series stainless steel. High-level sensing will be
accomplished in the manner detailed above by a separate air column sensor and pressure switch of the
same type. Closure of the high-level sensing device will energize an alarm circuit as well as a
redundant pump -on circuit. For increased reliability, pump ON/OFF and high-level alarm functions shall
not be controlled by the same switch. Float switches of any kind, including float trees, will not be
accepted due to the periodic need to maintain (rinsing, cleaning) such devices and their tendency to
malfunction because of incorrect wiring, tangling, grease buildup, and mechanical cord fatigue. To
assure reliable operation of the pressure switches, each core shall be equipped with a factory installed
equalizer diaphragm that compensates for any atmospheric pressure or temperature changes. Tube or
piping runs outside of the station tank or into tank -mounted junction boxes providing pressure switch
equalization will not be permitted due to their susceptibility to condensation, kinking, pinching, and
insect infestation. The grinder pump will be furnished with a 6 conductor 14 gauge, type SJOW cable,
pre -wired and watertight to meet UL requirements with a FACTORY INSTALLED NEMA 6P EQD half
attached to it.

DocuS�gn Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
2.12 STAINLESS STEEL CURB STOP/CHECK VALVE ASSEMBLY (UNI-LATERAL): The curb stop shall
be pressure -tight in both directions. The ball valve actuator shall include position stop features at the
fully opened and closed positions. The curb stop/check valve assembly shall be designed to withstand
a working pressure of 235 psi.
The stainless steel check valve shall be integral with the curb stop valve. The check valve will provide a
full -ported 1-1/4" passageway and shall introduce minimal friction loss at maximum rated flow. The
flapper hinge design shall provide a maximum degree of freedom and ensure seating at low back
pressure.
Engineered Thermoplastic Fittings —All plastic fitting components are to be in compliance with
applicable ASTM standards.
All pipe connections shall be made using compression fitting connections including a Buna-N 0-ring for
sealing to the outside diameter of the pipe. A split -collet locking device shall be integrated into all pipe
connection fittings to securely restrain the pipe from hydraulic pressure and external loading caused by
shifting and settling.
Curb Boxes — Curb boxes shall be constructed of ABS, conforming to ASTM-D 1788. Lid top casting
shall be cast iron, conforming to ASTM A-48 Class 25, providing magnetic detectability, and be painted
black. All components shall be inherently corrosion -resistant to ensure durability in the ground. Curb
boxes shall provide height adjustment downward (shorter) from their nominal height.
High Density Polyethylene Pipe (Supplied by others) — Pipe shall be have a working pressure of
160 psi minimum and shall be classified SDR per ASTM D 3035.
Pipe Dimensions — The SDR (Standard Dimension Ratio) of the pipe supplied shall be as specified by
the SPECIFYING ENGINEER. SDR 7, 9 and 11 fittings are available from the MANUFACTURER.
Factory Test — The stainless steel, combination curb stop/check valve component shall be 100 percent
hydrostatically tested to 150 psi in the factory.
Construction Practices — Pipe shall be stored on clean, level ground to prevent undue scratching or
gouging of the pipe. If the pipe must be stacked for storage, such stacking should be in accordance with
the pipe manufacturer's recommendations. The pipe should be handled in such a manner that it is not
damaged by being dragged over sharp objects or cut by chokers or lifting equipment.
Segments of pipe having cuts or gouges in excess of 10 percent of the wall thickness of the pipe shall
be cut out and removed. The undamaged portions of the pipe shall be rejoined using the butt fusion
joining method. Sections of polyethylene pipe should be joined into continuous lengths on the job site
above ground. The joining method shall be the butt -fusion method and shall be performed in strict
accordance with the pipe manufacturer's recommendations. The butt -fusion equipment used in the
joining procedure shall be capable of meeting all conditions recommended by the pipe manufacturer,
including, but not limited to, fusion temperature, alignment, and fusion pressure.
Fused segments of pipe shall be handled so as to avoid damage to the pipe. When lifting fused
sections of pipe, chains or cable -type chokers should be avoided. Nylon slings are preferred. Spreader
bars should be used when lifting long, fused sections. Care should be exercised to avoid cutting or
gouging the pipe.
Installation — Assemble the compression fittings according to the fitting manufacturer's
recommendations.
The trench and trench bottom should be constructed in accordance with ASTM D 2321. Embedment
materials should be Class I, Class II or Class III materials as defined in ASTM D 2321. The use of Class
IV and/or Class V materials for embedment is not recommended and should be allowed only with the
approval of the SPECIFYING ENGINEER. Bedding of the pipe should be performed in accordance with
ASTM D 2321. Compaction should be as specified in ASTM D 2321. Deviations from the specified
compaction shall be approved by the SPECIFYING ENGINEER.

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
Haunching and initial backfill should be as specified in ASTM D 2321 using Class I, Class II or Class III
materials. Materials used and compaction shall be as specified by the SPECIFYING ENGINEER. In
cases where a compaction of 85 percent Standard Proctor Density is not attainable, the SPECIFYING
ENGINEER may wish to increase the SDR of the pipe to provide adequate stiffness. ASTM D 2321
sections titled "Minimum Cover for Load Application," "Use of Compaction Equipment" and "Removal of
Trench Protection" should apply unless directed otherwise by the SPECIFYING ENGINEER.
2.13 ALARM PANEL: Each grinder pump station shall include a NEMA 4X, UL-listed alarm panel suitable
for wall or pole mounting. The NEMA 4X enclosure shall be manufactured of thermoplastic polyester to
ensure corrosion resistance. The enclosure shall include a hinged, lockable cover with padlock,
preventing access to electrical components, and creating a secured safety front to allow access only to
authorized personnel. The enclosure shall not exceed 10.5" W x 14" H x 7" D, or 12.5" W x 16" H x 7.5"
D if certain options are included.
The alarm panel shall contain one 15-amp, double -pole circuit breaker for the pump core's power circuit
and one 15-amp single -pole circuit breaker for the alarm circuit. The panel shall contain a push -to -run
feature, an internal run indicator, and a complete alarm circuit. All circuit boards in the alarm panel are
to be protected with a conformal coating on both sides and the AC power circuit shall include an auto
resetting fuse.
The alarm panel shall include the following features: external audible and visual alarm; push -to -run
switch; push -to -silence switch; redundant pump start; and high level alarm capability. The alarm
sequence is to be as follows when the pump and alarm breakers are on:
1. When liquid level in the sewage wet -well rises above the alarm level, the contacts on the alarm
pressure switch activate, audible and visual alarms are activated, and the redundant pump starting
system is energized.
2. The audible alarm may be silenced by means of the externally mounted, push -to -silence button.
3. Visual alarm remains illuminated until the sewage level in the wet -well drops below the "off' setting
of the alarm pressure switch.
The visual alarm lamp shall be inside a red, oblong lens at least 3.75" L x 2.38" W x 1.5" H. Visual
alarm shall be mounted to the top of the enclosure in such a manner as to maintain NEMA 4X rating.
The audible alarm shall be externally mounted on the bottom of the enclosure, capable of 93 dB @ 2
feet. The audible alarm shall be capable of being deactivated by depressing a push -type switch that is
encapsulated in a weatherproof silicone boot and mounted on the bottom of the enclosure (push -to -
silence button).
The entire alarm panel, as manufactured and including any of the following options shall be listed by
Underwriters Laboratories, Inc.
(OPTIONAL) Alarm Contacts Package
• Alarm Activated Dry Contacts — Normally open relay contact closes upon alarm activation.
• Alarm Activated Contacts for Remote Indoor Alarm Module — Will work with or without
power to the alarm panel and is designed to work with E/One's Remote Sentry.
• Alarm Activated Remote (Powered) Contacts — Normally open contacts that close on alarm,
providing 120V on high level alarm.
(OPTIONAL) Generator Receptacle and Auto Transfer — The alarm panel shall include a 20 amp,
250 VAC generator receptacle with a spring -loaded, gasketed cover suitably mounted to provide
access for connection of an external generator while maintaining a NEMA 4X rating. An automatic
transfer switch shall be provided, which automatically switches from AC power to generator power.
Power shall be provided to that alarm panel through the generator receptacle whenever power is

Docu$ign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
present at the receptacle, allowing the audible and visual alarms to function normally in generator
mode. When power is no longer applied to the generator receptacle, the panel is automatically switched
back to the AC Mains power. (No manual switching within the panel enclosure is necessary to switch
from generator power back to AC Mains, so the mode cannot be inadvertently left in the generator
position after pumping down the station in generator mode as is the case with a manual transfer
switch).
(OPTIONAL) Service Equipment/Main Service Disconnect Breaker —A separate, internal breaker
rated and approved for use as "service equipment' and acts as a main service disconnect of the grinder
pump station shall be provided.
(OPTIONAL) Remote Sentry Indoor Alarm Module —A separate, remote indoor alarm module shall
be provided to indicate a high level alarm with or without AC power to the grinder pump station. The
Remote Sentry indoor alarm module shall have an internal power source enabling its continued
operation without AC power. The Remote Sentry shall have an audible alarm and a visual alarm, both
of which shall automatically reset if the high level alarm condition is eliminated. The Remote Sentry
indoor alarm module shall include a Silence button for the audible alarm and a Test button.
(OPTIONAL) Run-time/Hour Meter — A run-time or hour meter to display the total run-time or
operation time for the pump core shall be provided.
(OPTIONAL) Event/Cycle Counter — An event or cycle counter to display the number of operations of
the pump core shall be provided.
(OPTIONAL) SENTRY SIMPLEX PROTECT:
Provides protection from the following operating conditions:
Low Voltage (Brownout) Protection — A lockout cycle will prevent the motor from operating
and will illuminate an LED if:
o the incoming AC Mains voltage drops below a predetermined minimum, typically 12% of
nameplate (211 volts for a 240 volt system) for 2 to 3 seconds, regardless of whether the
motor is running or not
o the lockout cycle will end if the incoming AC Mains voltage returns to a predetermined
value, typically 10% of nameplate (216 volts for a 240 volt system)
The system continues to retest the voltage every second indefinitely. If the lockout cycle has
been initiated and the voltage comes back above the predetermined starting voltage, the
system will function normally. The LED remains illuminated during a Brownout condition and
remains latched until the pump breaker is turned off and then on again (reset). The audible and
visual alarm will not be activated unless there is a high wastewater level in the tank.
Run Dry Protection — A 20-minute lockout cycle will prevent the motor from operating and will
illuminate an LED when the wastewater level in the tank is below the pump inlet level. The
condition is rechecked every 20 minutes. If the lockout cycle has been initiated and the
condition is satisfied, the pump is not allowed to cycle normally but the LED remains latched.
The LED will remain latched until the pump breaker is turned off and then on again (reset). If
the condition is not satisfied after 3 consecutive attempts, the visual alarm will be activated until
the pump breaker is turned off and on (reset) or until there is one cycle of normal operation. If a
high level condition is presented at any time, a pump run cycle will be activated.
High System Pressure Protection — A 20-minute lockout cycle will prevent the motor from
operating and will illuminate an LED when the pressure in the discharge line is atypically high
(closed valve or abnormal line plug). The condition is rechecked every 20 minutes. If the
condition is satisfied, the pump is allowed to cycle normally but the LED remains latched. If the
condition is not satisfied after 3 consecutive attempts, the pump is locked out indefinitely until
the condition is removed and power is reset. The LED will remain latched until the pump
breaker is turned off and then on again (reset). The audible and visual alarm will be activated.
In all of the above cases, if more than one error condition is presented, the LED depicting the most
recent error condition will be displayed.
9

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
Other included features:
• Alarm Activated Dry Contacts — Normally open relay contact closes upon alarm activation.
• Alarm Activated Contacts for Remote Indoor Alarm Module — Will work with or without power to
the alarm panel and is designed to work with E/One's Remote Sentry.
• Includes Inner Door Dead Front
• Separate LED's for each condition
(OPTIONAL) SENTRY SIMPLEX PROTECT PLUS:
• All Sentry Protect features (as detailed above)
• High/Low Voltage monitoring with Trouble indication
• High/Low Wattage (wattage is used instead of current because it is a better indicator of pump
performance) monitoring with Trouble indication
• Extended Run Time monitoring with Trouble indication
• Cycle/Event Counter
• Run Time Counter (Hour Meter)
• Run Time Limit (time adjustable, user selected options: 10 minutes (default) to 120 minutes it
1-minute intervals
• Power -up Delay (time adjustable, user selected options: None (default), to 300 minutes in 1-
minute intervals
• Alarm Delay (time adjustable, user selected options: None (default) or adjustable in 1-minute
intervals
• System self -test diagnostic
• User selectable Alarm latch
• User Selectable Protect Mode disable
• User selectable buzzer timer
Specific Protect PLUS indicators and programming features shall include:
• Ready LED to indicate AC power to the station is satisfactory
• Pump Run LED to indicate pump is operating
• Trouble LED indicator and predictive Visual Alarm notification ("blinking" alarm lamp; clears on
Normal cycle)
• High Level Alarm LED indicator
• Manual Run switch to manually activate pump
• Menu -driven programmable controller with navigation overlay -type buttons (Enter, Scroll, Up,
Down)
• Normal Operation LED and Mode button for Mode status
• Pump Performance menu LED with LCD Display of the following pump performance statistics:
o Real-time Voltage
o Real-time Amperage
o Real-time Wattage
o Minimum/Maximum/Average Voltage
o Minimum/Maximum/Average Amperage
o Minimum/Maximum/Average Wattage
o Minimum/Maximum Run-time
o Average Run-time
o Last Run-time
o Cycle/Event Counter
o Run Time Counter (Hour Meter)
• Diagnostics Menu LED
• Initialize System Menu LED
• Run Limit Menu LED
• Alarm Delay Menu LED
• Power Delay Menu LED
2.14 SERVICEABILITY: The grinder pump core, including level sensor assembly, shall have two lifting
hooks complete with lift -out harness connected to its top housing to facilitate easy core removal when
10

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
necessary. The level sensor assembly must be easily removed from the pump assembly for service or
replacement. All mechanical and electrical connections must provide easy disconnect capability for core
unit removal and installation. Each EQD half must include a water -tight cover to protect the internal
electrical pins while the EQD is unplugged. A pump push -to -run feature will be provided for field trouble
shooting. The push -to -run feature must operate the pump even if the level sensor assembly has been
removed from the pump assembly. All motor control components shall be mounted on a readily
replaceable bracket for ease of field service.
2.15 OSHA CONFINED SPACE: All maintenance tasks for the grinder pump station must be possible
without entry into the grinder pump station (as per OSHA 1910.146 Permit -required confined spaces).
"Entry means the action by which a person passes through an opening into a permit -required confined
space. Entry includes ensuing work activities in that space and is considered to have occurred as soon
as any part of the entrant's body breaks the plane of an opening into the space."
2.16 SAFETY: The grinder pump shall be free from electrical and fire hazards as required in a residential
environment. As evidence of compliance with this requirement, the completely assembled and wired
grinder pump station shall be listed by Underwriters Laboratories, Inc., to be safe and appropriate for
the intended use. UL listing of components of the station, or third -party testing to UL standard are not
acceptable.
The grinder pump shall meet accepted standards for plumbing equipment for use in or near residences,
shall be free from noise, odor, or health hazards, and shall have been tested by an independent
laboratory to certify its capability to perform as specified in either individual or low pressure sewer
system applications. As evidence of compliance with this requirement, the grinder pump shall bear the
seal of NSF International. Third -party testing to NSF standard is not acceptable.
3.0 EXECUTION
3.01 FACTORY TEST: Each grinder pump shall be submerged and operated for 1.5 minutes (minimum).
Included in this procedure will be the testing of all ancillary components such as, the anti -siphon valve,
check valve, discharge assembly and each unit's dedicated level controls and motor controls. All factory
tests shall incorporate each of the above listed items. Actual appurtenances and controls which will be
installed in the field shall be particular to the tested pump only. A common set of appurtenances and
controls for all pumps is not acceptable. Certified test results shall be available upon request showing
the operation of each grinder pump at two different points on its curve. Additional validation tests
include: integral level control performance, continuity to ground and acoustic tests of the rotating
components.
The ENGINEER reserves the right to inspect such testing procedures with representatives of the
OWNER, at the GRINDER PUMP MANUFACTURER'S facility.
All completed stations shall be factory leak tested to assure the integrity of all joints, seams and
penetrations. All necessary penetrations such as inlets, discharge fittings and cable connectors shall be
included in this test along with their respective sealing means (grommets, gaskets etc.).
3.02 CERTIFIED SERVICE PROGRAM: The grinder pump MANUFACTURER shall provide a
program implemented by the MANUFACTURER'S personnel as described in this specification to
certify the service company as an authorized serviced center. As evidence of this, the
MANUFACTURER shall provide, when requested, sufficient evidence that they have maintained their
own service department for a minimum of 30 years and currently employ a minimum of five
employees specifically in the service department.
As part of this program, the MANUFACTURER shall evaluate the service technicians as well as the
service organization annually. The service company will be authorized by the MANUFACTURER to
make independent warranty judgments. The areas covered by the program shall include, as a
minimum:
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DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
1. Pump Population Information — The service company will maintain a detailed database for the
grinder pumps in the territory that tracks serial numbers by address.
2. Inventory Management — The service company must maintain an appropriate level of inventory
(pumps, tanks, panels, service parts, etc.) including regular inventory review and proper inventory
labeling. Service technicians will also maintain appropriate parts inventory and spare core(s) on
service vehicles.
3. Service Personnel Certification — Service technicians will maintain their level -specific certification
annually. The certifications are given in field troubleshooting, repair, and training.
4. Service Documentation and Records — Start up sheets, service call records, and customer
feedback will be recorded by the service company.
5. Shop Organization — The service company will keep its service shop organized and pumps will be
tagged with site information at all times. The shop will have all required equipment, a test tank, and
cleaning tools necessary to service pumps properly.
3.03 DELIVERY: All grinder pump core units, including level controls, will be delivered to the job site 100
percent completely assembled, including testing, ready for installation. Grinder pump cores will be
shipped separately from the tanks. Installing the cores and discharge piping/hose into the tanks is the
only assembly step required and allowed due to the workmanship issues associated with other on -site
assembly. Grinder pump cores must be boxed for ease of handling.
3.04 INSTALLATION: Earth excavation and backfill are specified under SITE WORK, but are also to be
done as a part of the work under this section, including any necessary sheeting and bracing.
The CONTRACTOR shall be responsible for handling ground water to provide a firm, dry subgrade for
the structure, and shall guard against flotation or other damage resulting from general water or flooding
The grinder pump stations shall not be set into the excavation until the installation procedures and
excavation have been approved by the ENGINEER.
Remove packing material. User instructions MUST be given to the OWNER. Hardware supplied with
the unit, if required, will be used at installation. The basin will be supplied with a standard 4" inlet
grommet (4.50" OD) for connecting the incoming sewer line. Appropriate inlet piping must be used. The
basin may not be dropped, rolled or laid on its side for any reason.
Installation shall be accomplished so that 1 inch to 4 inches of accessway, below the bottom of the lid,
extends above the finished grade line. The finished grade shall slope away from the unit. The diameter
of the excavated hole must be large enough to allow for the concrete anchor.
A 6" inch (minimum) layer of naturally rounded aggregate, clean and free flowing, with particle size of
not less than 1/8" or more than 3/4" shall be used as bedding material under each unit.
A concrete anti -flotation collar, as detailed on the drawings, and sized according to the manufacturer's
instructions, shall be required and shall be pre -cast to the grinder pump or poured in place. Each
grinder pump station with its pre -cast anti -flotation collar shall have a minimum of three lifting eyes for
loading and unloading purposes.
If the concrete is poured in place, the unit shall be leveled, and filled with water, to the bottom of the
inlet, to help prevent the unit from shifting while the concrete is being poured. The concrete must be
manually vibrated to ensure there are no voids. If it is necessary to pour the concrete to a level higher
than the inlet piping, an 8" sleeve is required over the inlet prior to the concrete being poured.
The CONTRACTOR will provide and install a 4-foot piece of 4-inch SCH 40 PVC pipe with water tight
cap, to stub -out the inlet for the property owners' installation contractor, as depicted on the contract
drawings.
12

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
E/One requires that an E/One Uni-Lateral assembly (E/One part number NB0184PXX or NCO193GXX)
or E/One Redundant Check Valve (E/One part number PC0051GXX) be installed in the pipe lateral
outside the home between the pump discharge and the street main on all installations.
The electrical enclosure shall be furnished, installed and wired to the grinder pump station by the
CONTRACTOR. An alarm device is required on every installation, there shall be NO EXCEPTIONS. It
will be the responsibility of the CONTRACTOR and the ENGINEER to coordinate with the individual
property owner(s) to determine the optimum location for the alarm panel.
The CONTRACTOR shall mount the alarm device in a conspicuous location, as per national and local
codes. The alarm panel will be connected to the grinder pump station by a length of 6-conductor type
TC cable as shown on the contract drawings. The power and alarm circuits must be on separate power
circuits. The grinder pump stations will be provided with 32 feet total, 25 feet of useable, electrical
supply cable to connect the station to the alarm panel. This cable shall be supplied with a FACTORY
INSTALLED EQD half to connect to the mating EQD half on the core.
3.05 BACKFILL REQUIREMENTS: Proper backfill is essential to the long-term reliability of any
underground structure. Several methods of backfill are available to produce favorable results with
different native soil conditions. The most highly recommended method of backfilling is to surround the
unit to grade using Class I or Class II backfill material as defined in ASTM 2321. Class 1A and Class 1 B
are recommended where frost heave is a concern; Class 1 B is a better choice when the native soil is
sand or if a high, fluctuating water table is expected. Class 1, angular crushed stone, offers an added
benefit in that it doesn't need to be compacted.
Class II, naturally rounded stone, may require more compactive effort, or tamping, to achieve the proper
density. If the native soil condition consists of clean compactable soil, with less than 12% fines, free of
ice, rocks, roots and organic material, it may be an acceptable backfill. Soil must be compacted in lifts
not to exceed one foot to reach a final Proctor Density of between 85% and 90%. Heavy, non-
compactable clays and silts are not suitable backfill for this or any underground structure such as inlet
or discharge lines.
If you are unsure of the consistency of the native soil, it is recommended that a geotechnical evaluation
of the material is obtained before specifying backfill.
Another option is the use of a flowable fill (i.e., low slump concrete). This is particularly attractive when
installing grinder pump stations in augured holes where tight clearances make it difficult to assure
proper backfilling and compaction with dry materials. Flowable fills should not be dropped more than
four feet from the discharge to the bottom of the hole to avoid separation of the constituent materials.
Backfill of clean, native earth, free of rocks, roots, and foreign objects, shall be thoroughly compacted in
lifts not exceeding 12" to a final Proctor Density of not less than 85%. Improper backfilling may result in
damaged accessways. The grinder pump station shall be installed at a minimum depth from grade to
the top of the 1 1/4" discharge line, to assure maximum frost protection. The finish grade line shall be 1"
to 4" below the bottom of the lid, and final grade shall slope away from the grinder pump station.
All restoration will be the responsibility of the CONTRACTOR. Per unit costs for this item shall be
included in the CONTRACTOR'S bid price for the individual grinder pump station. The properties shall
be restored to their original condition in all respects, including, but not limited to, curb and sidewalk
replacement, landscaping, loaming and seeding, and restoration of the traveled ways, as directed by
the ENGINEER.
3.06 START-UP AND FIELD TESTING: The MANUFACTURER shall provide the services of qualified
factory trained technician(s) who shall inspect the placement and wiring of each station, perform field
tests as specified herein, and instruct the OWNER'S personnel in the operation and maintenance of the
equipment before the stations are accepted by the OWNER.
All equipment and materials necessary to perform testing shall be the responsibility of the INSTALLING
CONTRACTOR. This includes, as a minimum, a portable generator and power cable (if temporary
13

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
power is required), water in each basin (filled to a depth sufficient to verify the high level alarm is
operating), and opening of all valves in the system. These steps shall be completed prior to the
qualified factory trained technician(s) arrival on site.
The services of a trained, factory -authorized technician shall be provided at a rate of 40 hours for every
100 grinder pump stations supplied.
Upon completion of the installation, the authorized factory technician(s) will perform the following test
on each station:
1. Make certain the discharge shut-off valve in the station is fully open.
2. Turn ON the alarm power circuit and verify the alarm is functioning properly.
3. Turn ON the pump power circuit. Initiate the pump operation to verify automatic "on/off' controls are
operative. The pump should immediately turn ON.
4. Consult the Manufacturer's Service Manual for detailed start-up procedures.
Upon completion of the start-up and testing, the MANUFACTURER shall submit to the ENGINEER the
start-up authorization form describing the results of the tests performed for each grinder pump station.
Final acceptance of the system will not occur until authorization forms have been received for each
pump station installed and any installation deficiencies corrected.
4.0 OPERATION AND MAINTENANCE
4.01 SPARE CORE: The MANUFACTURER will supply one spare grinder pump core for every 50 grinder
pump stations installed or portion thereof, complete with all operational controls, level sensors, check
valve, anti -siphon valve, pump/motor unit, and grinder.
4.02 MANUALS: The MANUFACTURER shall supply four copies of Operation and Maintenance Manuals
to the OWNER, and one copy of the same to the ENGINEER.
END OF SECTION
14

Docu$ign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
WARRANTY PERFORMANCE CERTIFICATION
As a pre -bid certification requirement, each bidder shall provide a Warranty Performance Certification
executed by the most senior executive officer, which certifies a minimum of a two (2) year warranty. They
must further detail any exclusions from the warranty or additional cost items required to maintain the
equipment in warrantable condition, including all associated labor and shipping fees, and certify that the
manufacturer will bear all costs to correct original equipment deficiency for the effective period of the
warranty.
I,
signature below as its most
senior operating
grinder pump equipment manufactured and supplied by
by and through my
executive, certify that
_ will provide a two (2)
duly authorized
year warranty on
for the
project. I further certify that, other than
failure to install equipment in accordance with manufacturer's instructions, no exclusions and/or cost items to
maintain said equipment in warrantable condition, including labor, travel and shipping fees, exist except as
detailed immediately below:
EXCLUSIONS: 1.
2.
3.
COST ITEMS TO
MAINTAIN EQUIPMENT
IN WARRANTABLE CONDITION:
1.
2.
3.
4.
5.
Required Avg. monthly cost ($)
Frequency (mos) times warranty period
Total labor/material cost to maintain equipment in warrantable condition for warranty period ($):
For any items not identified as exclusions or additional cost items above, OR for additional labor & material
costs required to maintain equipment in warrantable condition that exceed the Avg. monthly cost ($) detailed
above, will bear all costs to correct such original equipment
deficiency for the effective period of the warranty including all applicable labor, travel and shipping fees.
Signature
Title
15
Date

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
MANUFACTURER'S DISCLOSURE STATEMENT
Note: To be completed if proposing an alternate
1.0 GENERAL:
1.01 General Description
Describe all non -conforming aspects to the specification
1.04 Experience
List 10 low pressure sewer system installations of the type of pump/station specified (progressive cavity
type) that have been in operation for a period of no less than ten years with a minimum of 100 pumps
pumping into a "common" low pressure sewer system. Provide Name and Location, Contact Name, Phone
Number, Number of Pumps, and Install Date for each.
1.05 Operating Conditions
Describe all non -conforming aspects to the specification
1.06 Warranty
Fully state the manufacturer's warranty:
2.01 Pump
Describe all non -conforming aspects to the specification:
2.02 Grinder
Describe all non -conforming aspects to the specification:
16

DocuS.gn Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
2.03 Motor
Describe all non -conforming aspects to the specification:
2.05 Tank
Describe all non -conforming aspects to the specification:
2.07 Electrical Quick Disconnect
Describe all non -conforming aspects to the specification:
2.08 Check Valve
Describe all non -conforming aspects to the specification:
2.09 Anti -Siphon Valve
Describe all non -conforming aspects to the specification:
2.11 Controls
Describe all non -conforming aspects to the specification:
2.16 Safety
Describe all non -conforming aspects to the specification:
3.0 EXECUTION:
3.01 Factory Test
Describe all non -conforming aspects to the specification:
17

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
I attest that all questions are answered truthfully and all non -conforming aspects to the specifications have
been described where requested.
Manufacturer:
By:
Name of Corporate Officer Signature
Date:
Title of Corporate Officer
Witness: Date:
Name Signature
18

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
LM000369 Rev K
8/20
E
Environment One Corporation
2773 Balltown Road
Niskayuna, New York 12309
www.eone.com
A PCC Company
19

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
c�—i-- ci"T7c
S E R I E S
E1(BLn--x@ 0(:5)LMffl----N TWUN
Alarm Panel — Protect Plus Package
Description
The E/One Sentry panels are custom designed for use with Environment
One grinder pump stations. They can be configured to meet the needs of
your application, from basic alarm indication to advanced warning of pending
service requirements.
E/One Sentry panels are supplied with audible and visual high level alarms.
They are easily installed in accordance with relevant national and local codes.
Standard panels are approved by UL, CSA, CE and NSF to ensure high quality
and safety.
The panel features a corrosion -proof, NEMA 4X-rated, thermoplastic enclosure.
A padlock is provided to prevent unauthorized entry (safety front).
Standard Features
Includes all features of the basic configuration of the E/One Sentry panel,
including circuit breakers, 240 or 120 VAC service, terminal blocks and ground
lugs, audible alarm with manual silence, manual run feature and run indicator,
redundant "Start" function with high level alarm, safety front, conformal -coated
board and overload protection.
Includes all of the features of the E/One Sentry Protect package, including a
Trouble indication that shuts down the pump temporarily in the event of an
unacceptable operating condition (brownout, system overpressure, run dry), as
well as:
Predictive status display module
Pre -alarm indication for major operating parameters
Alarm indications for major operating parameters
Hour meter, cycle counter and alarm delay
LCD display and user-friendly interface
Inner cover (dead front)
Contact group — dry and Remote Sentry
Optional Features
Generator receptacle with auto transfer
GFCI
Main service disconnect
NA0079P01 Rev. B Please consult factory for special applications.

DocuS�gn Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
SENTRY PROTECT PLUS
SIMPLEX
REDUNDANT RUN (HIGH LEVEL)
EXTERNAL VISUAL & AUDIBLE ALARM
REMOTE SENTRY DRY CONTACTS FOR
OPTIONAL POWER LOSS HIGH LEVEL
ALARM (POWER LOSS ALARM FOR WIRELESS) 1E
MANUAL ALARM SILENCE
MANUAL RUN
STATUS LED'S: NORMAL, PUMP RUNNING, HIGH LEVEL
TROUBLE INDICATIONS: RUN DRY, OVERPRESSURE, BROWNOUT,
VOLTAGE, EXTENDED RUN TIME
DRY CONTACTS
CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES)
PADLOCK
DEAD FRONT
PREDICTIVE ALARMS
REAL TIME PUMP PERFORMANCE LIGHT
ADJUSTABLE ALARM DELAY
ADJUSTABLE RUN TIME DELAY L
HOUR/CYCLE COUNTER MEMBRANE
NEMA 4X ENCLOSURE ASSEMBLY
VISUAL
(RED)
DIMENSION FROM
9i BACK PANEL TO
FRONT OF OPEN
DOOR = 18.02"
ENCLOSURE:
CORROSION PROOF THERMOPLASTIC
POLYESTER APPROVED BY UL FOR
ELECTRICAL CONTROL ENCLOSURE
— —OWour
PCB
'CONTACT ROCOOL' *72 LEGEND
MOTOR 1N
L2 4T2 FROM CORE
1L1 2T1
!3 � SLPPLY CABLE
J & FACTORY INSTALIF'D
POWER
SOURCE I J I '
FROM
AC L2 I
MAIN -
NEUTRAL - - - - - -
GROUND --------
OLD / NEW WIRE COLOR MAP
PIN
FUNCTION
2000S
EXTREME
1
MANUAL RUN
RED
BROWN
2
L1
BLACK
RED
3
L2
WHITE
BLACK
4
GND
GREEN
GRN/YEL
5
ALARM FEED
JORANGE1
YELLOW
6
1 ALARM RETURN
I BLUE
I BLUE
TO
CONTACTOR
COIL Al
GROUND
SILENCE AUDIBLE
SWITCH ALARM
SENTRY PROTECT PLUS PANEL, SIMPLEX
240V 60Hz DOUBLE POLE POWER
CONTROL CABLE:
TYPE DIRECT BURIAL, N A 0 0 7 9 P 0 3
SIX CONDUCTOR

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
YISU/L ArRM
RED
SENTRY PROTECT PLUS
SIMPLEX
REDUNDANT RUN (HIGH LEVEL)
EXTERNAL VISUAL & AUDIBLE ALARM
REMOTE SENTRY DRY CONTACTS FOR
OPTIONAL POWER LOSS HIGH LEVEL
ALARM (POWER LOSS ALARM FOR WIRELESS) 15.85"
MANUAL ALARM SILENCE
MANUAL RUN
STATUS LED'S: NORMAL, PUMP RUNNING, HIGH LEVEL
TROUBLE INDICATIONS: RUN DRY, OVERPRESSURE, BROWNOUT,
VOLTAGE, EXTENDED RUN TIME
DRY CONTACTS
CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES)
PADLOCK
DEAD FRONT
PREDICTIVE ALARMS ALARM LIOMT
REAL TIME PUMP PERFORMANCE
ADJUSTABLE ALARM DELAY
ADJUSTABLE RUN TIME DELAY LCD
HOUR/CYCLE COUNTER MEMBRANE ................
NEMA 4X ENCLOSURE ASSEMBLY
ENCLOSURE:
CORROSION PROOF THERMOPLASTIC
POLYESTER APPROVED BY UL FOR
ELECTRICAL CONTROL ENCLOSURE
TO PCB
'CONTACTOR COIL' N^'
2T
I_YLJ" POWER
SOURCE LI
AC
MAIN '
NEUTRAL _ � GROUND — — —
OLD / NEW WIRE COLOR MAP
PIN
FUNCTION
2000S
EXTREME
1
MANUAL RUN
RED
BROWN
2
L1
BLACK
RED
3
NEUTRAL
WHITE
BLACK
4
GND
GREEN
I GRN/YEL
5
1 ALARM FEED
ORANGE
YELLOW
6
JALARM RETURN
BLUE
BLUE
— — — MOTOR our
WP2
MOTOR IN
11,
1121111 IMmmil 111I
9 I
PUMP 1
TO
CONTACTOR
CAL Al
�
SILENCE AUDIBLE
F-
u
SWITCH ALARM
W
w ~
z
<U N
AD
01/10/08
W N
r
ww
DR BY
DATE
CONTROL CABLE:
TYPE TC: DIRECT BURIAL,
SIX CONDUCTOR
13.
DIMENSION FROM
BACK PANEL TO
FRONT OF OPEN
DOOR = 18.02'
LEGEND
FROM CORE
SUPPLY CABLE
FACTORY INSTALLED
PGROUND
DMS I A 06/23/11
CHK'D ISSUE I DATE
SENTRY PROTECT PLUS PANEL, SIMPLEX
120V, SINGLE POLE POWER
NA0079PO4

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
RECEIVED
iucv k 7 2323
S E R I E S
WH231 & WR231
SQUATTM
Typical Installation
Instructions
& Warranty
Information
Simplex Station
230-Gal. Capacity
1

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
Environment One Grinder Pump Feature Identification
1. GRINDER PUMP BASIN — Polyethylene
2. ACCESSWAY COVER — High density polyethylene (HDPE)
3. ELECTRICAL QUICK DISCONNECT (EQD) — Cable from pump core terminates here.
4. POWER AND ALARM CABLE — Circuits to be installed in accordance with local codes.
5. ALARM PANEL — NEMA 4X enclosure and equipped with circuit breakers. Locate according to
local codes.
6. ALARM DEVICE — Every installation is to have an alarm device to alert the homeowner of a
potential malfunction. Visual devices should be placed in very conspicuous locations.
7. INLET — EPDM grommet (4.5" ID). For 4.5" OD DWV pipe (standard).
8. WET WELL VENT — 2.0" tank vent.
9. GRAVITY SERVICE LINE — 4" DWV, (4.5 OD). Supplied by others.
9a. STUB -OUT — 4" X 5' long watertight stub -out, to be installed at time of burial unless the gravity
service line is connected during installation. Supplied by others.
10. DISCHARGE FTG — 1-1/4" Female NPT, stainless steel.
11. DISCHARGE LINE — 1-1/4" Nominal pipe size. Supplied by others.
12. CONCRETE ANCHOR — See Ballast Calculations for specific weight for your station height.
Supplied by others.
13. BEDDING MATERIAL — 6" minimum depth, round aggregate, (gravel). Supplied by others.
14. FINISHED GRADE — Grade line to be 1" to 2" below removable lid and slope away from the
station.
15. CONDUIT — 1" or 1-1/4", material and burial depth as required per national and local codes.
Conduit must enter panel from bottom and be sealed per NEC section 300.5 & 300.7. Supplied by
others.
16. REBAR — For use with precast concrete ballast. Required to lift tank after ballast (concrete
anchor) has been attached, 4 places, evenly spaced around tank.
04

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
Figure 1 a
FAILURE TO COMPLY
WITH INSTALLATION
INSTRUCTIONS WILL
VOID WARRANTY

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
The following instructions
define the recommended
procedure for installing the
Model WH/WR231 grinder
pump station.
This is a sewage handling
pump and must be vented in
accordance with local plumbing
codes. This pump is not to be
installed in locations classified
as hazardous in accordance
with National Electric Code,
ANSI / NFPA 70. All piping and
electrical systems must be in
compliance with applicable
local and state codes.
1. REMOVE PACKING
MATERIAL: The User
Instructions must be given to
the homeowner. Hardware
supplied with the unit, if any,
will be used at installation.
2. TANK INSTALLATION:
The tank is typically supplied
with a standard grommet for
connecting the 4" DWV (4.50"
outside dia.) incoming sewer
drain. Other inlet types and
sizes are optional. CAUTION:
4" DR-35 pipe has a smaller
diameter and won't create
a watertight joint with the
standard grommet. Confirm
that you have the correct
inlet before continuing. If a
concrete ballast is attached to
the tank, lift only by the lifting
eyes (rebar) embedded in the
concrete. Do not drop, roll, or
lay tank on its side. This will
damage the unit and void the
warranty.
Excavate a hole to a depth so
that the station cover extends
1" to 2" above the finished
grade line. The finished
grade must slope away from
the station cover to prevent
surface water from entering
the station. The diameter of the
hole shall be large enough to
allow for the concrete ballast
anchor. The size, shape and
shoring requirements of the
excavation will be based on
the soil conditions and must
be in accordance with the site
engineer's recommendation
and safety requirements. Care
must be taken during lifting and
placement to prevent impacting
or otherwise damaging the tank
(see Lifting Instructions). Only
a non -marring sling, rated for
the load being lifted, should
be used in contact with the
tank surfaces. Lifting chains or
cables should not be placed
in direct contact with the tank
surfaces.
Place the station on a bed
of gravel, naturally rounded
aggregate, clean and free
Figure 2a
flowing, with particles not less
than 1/8" or more than 3/4" in
size.
A concrete ballast anchor is
required to prevent flotation of
the tank when groundwater is
present. The concrete anchor
is not optional. The MINIMUM
concrete anchor requirements
for the WHIWR231 station are
shown in Chart 1 of the Ballast
Calculation section. Ensure the
tank is properly positioned in
the excavation to support inlet
pipe (Section 3) and discharge
pipe (Section 5) connections
before pouring the concrete
ballast. The unit should be
leveled and filled with water to
approximately the bottom of
the inlet pipe to prevent shifting
q LEVEL CONTROL
i FEml10
IF THE PUMP TO BE USED
HAS WIRELESS (RF) LEVEL CONTROL: ALARM LAMP
MOVE SWITCH TO 'WIRELESS POSITION
aPTIDN T7" OPTIONAL
I I III nE9®4E SENT 2III 4 D.C. MAX
2 AMP MAX.
Lam -
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4

Docu&gn Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
while the ballast is being
poured. The concrete should
be vibrated, as necessary,
to eliminate voids. If it is
necessary to pour the concrete
above the inlet level (Section
3), the inlet must be sleeved
with an 8" tube before pouring.
Concrete ballast should be
cast in -place around the tank
in the excavation (Figure 3).
Alternatively, pre -cast ballast
around the base of the tank
may be used. If the concrete
is pre -cast, lifting hooks must
be anchored in the ballast to
support subsequent handling
of the tank (see Lifting
Instructions). The lifting hooks
used must be adequate to
support the combined weight of
Figure 2b
the tank and concrete ballast
and shall be sized and installed
in accordance with the site
engineer's recommendation.
Place the ballasted tank on
the gravel bedding in the
excavated hole using the
lifting hooks. Do not lift by
any of the tank surfaces if
pre -cast ballast is utilized.
3. INLET LOCATIONS:
A 4" (standard) DWV inlet
grommet was provided with
the station for sealing the
inlet pipe at the tank wall. If
the inlet grommet penetration
was not factory installed, the
location of the tank inlet must
be determined to support final
positioning of the tank prior to
ballast installation (see Section
� 0 �
IF TIE PUMP TO BE USED
HAS WIRELESS (RF) LEVEL CONTROL+
MOVE SWITCH TO 'WIRELESS POSITION LARM LAMP
HORN
OPTIONAL YOUR FETER OPTIONAL
SILENCE REMOTE SENTRY SWITCH
24 D.0 MAX
2 AMP MAX
m■ YMIYYQ
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II
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SOURCE IIIIIII
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DICATED 30A CIRCUIT BREAKER. MAWAL
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240 VOLT WIRING
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2). The inlet pipe location
corresponds with the actual or
projected point where the 4"
building sewer line intersects
the tank wall. The grade of
the inlet pipe and required
burial depth (per national
and local code requirements)
must be accounted for when
determining the inlet location.
The supply cable path
should be considered when
selecting the inlet location (see
Section 8). A 5" diameter field
penetration of the tank wall is
required to support installation
of the (standard) inlet grommet.
This penetration must not
remove or interfere with any
of the structural ribbing on the
polyethylene tank. The inlet
grommet may be installed in
any of the allowable locations
shown in Figure 6. The inlet
penetration must be centered
in the location selected to
prevent interference with
the tank ribbing. Typical inlet
installation will be on one of
the three, 6.5" wide, raised
panels on the tank body. The
panels have been marked
with a series of locating lines
to support centering of the 5"
(standard) drilled penetration.
The center of the 4" inlet
location must not be located
below the recommended
minimum inlet center line on
the raised panels (Figure
6). Any inlet installed in the
depressed panels between the
horizontal and vertical ribbing
must be centered within the
panel to provide adequate
clearance for the 6" diameter
flange on the standard 4" inlet
grommet (Figure 6). Once the
location of the inlet penetration
is selected, mark the inlet
center location on the tank
and position the tank. Using

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
a 5" diameter hole saw for
the standard 4" grommet, drill
through the tank wall at the
marked location. Remove any
chips or burrs from the drilled
hole. Install the provided inlet
grommet into the drilled hole.
The grommet is self-sealing
and does not require the use of
additional sealant or adhesive.
4. INLET PIPE
INSTALLATION: Mark the inlet
pipe 3 1/2" from the end to
be inserted. Inlet pipe should
be chamfered and lubricated
with a soap solution. Lubricate
the inlet grommet with soap
solution as well. Insert the pipe
into the grommet up to the 3.5"
mark. Inspect to ensure the
grommet has remained intact
and in place (Figure 6).
5. DISCHARGE: The use
of 1.25" PVC pressure pipe
SCH 40 and polyethylene
pipe SDR 11 or SIDR 7 are
recommended. If polyethylene
is chosen, use compression -
type fittings to provide a
smooth inner passage.
E/One requires that an
E/One Uni-Lateral assembly
(E/One part number
NBO184PXX or NC0193GXX)
or E/One Redundant Check
Valve (E/One part number
PC0051 GXX) be installed in
the pipe lateral outside the
home between the pump
discharge and the street main
on all installations. Never use
a ball -type valve as a check
valve. E/One recommends
the valve be installed as close
to the public right-of-way as
possible. Check local codes for
applicable requirements.
CAUTION: Redundant check
valves on station laterals
and anti-siphon/check valve
assemblies on grinder pump
cores should not be used as
system isolation valves during
line tests.
There is a slide face valve
and a quick disconnect
pre -installed in the tank for
pump connection. There is a
1.25" NPT female discharge
connection on the outside of
the tank to support discharge
pipe connection.
6. BACKFILL
REQUIREMENTS: Proper
backfill is essential to the
long term reliability of any
underground structure.
Several methods of backfill are
available to produce favorable
results with different native soil
conditions.
The recommended method
of backfilling is to surround
the unit to grade using Class
I or Class II backfill material
as defined in ASTM 2321.
Class 1A and Class 1 B are
recommended where frost
heave is a concern; Class
1 B is a better choice when
the native soil is sand or if a
high, fluctuating water table
is expected. Class I, angular
crushed stone, offers an added
benefit in that it needs minimal
Figure 3
compaction. Class II, naturally
rounded stone, may require
more compactive effort, or
tamping, to achieve the proper
density.
If the native soil condition
consists of clean, compactible
soil with less than 12% fines,
free of ice, rocks, roots, and
organic material, it may be
an acceptable backfill. Such
soil must be compacted in
lifts not to exceed one foot to
reach a final Proctor Density
between 85% and 90%. Non -
compactible clays and silts are
not suitable backfill for this
or any underground structure
such as inlet or discharge
lines. If you are unsure of
the consistency of the native
soil, it is recommended that a
geotechnical evaluation of the
material be obtained before
specifying backfill.
Another option is the use of
a flowable fill (i.e., low slump
concrete). This is particularly
attractive when installing
grinder pump stations in
augured holes where tight
clearances make it difficult to
assure proper backfilling and
POURED IN PLACE PRECAST BALLAST
TYPICAL IN -GROUND SECTION VIEW
10

Docu&gn Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
compaction with dry materials.
Flowable fills should not be
dropped with more than 4
feet between the discharge
nozzle and the bottom of the
hole because this can cause
separation of the constituent
materials.
7. VENTING: The unit must
be properly vented to assure
correct operation of the pump.
The units are supplied with
a 2" vent opening in the cover
assembly. Failure to properly
vent the tank will result in faulty
operation and will void the
warranty.
If the water level outside
of the station is expected to
rise above the surrounding
grade (flooding), a cover vent
system cannot be used. If
flood conditions are expected,
an underground (lateral) vent
system and solid cover must be
used. Consult the factory if
flood conditions are possible
where the station will be
installed.
8. ELECTRICAL
CONNECTION: (Supply panel
to E/One alarm panel)
Before proceeding, verify that
the service voltage is the same
as the motor voltage shown
on the name plate. An alarm
device is to be installed in a
conspicuous location where
it can be readily seen by the
homeowner. An alarm device is
required on every installation.
There shall be no exceptions.
Wiring of supply panel and
alarm panel shall be per
Figures 2a and 2b, alarm panel
wiring diagrams and local
codes. A dedicated 30 amp
breaker is required before all
simplex alarm panels.
9. ELECTRICAL
CONNECTION: (Pump to
Panel) (Fig. 4) The grinder
pump station is provided
with a cable for connection
between the station and the
alarm panel (supply cable).
The supply cable, a six
conductor tray cable, meets
NEC requirements for direct
burial as long as a minimum of
24" burial depth is maintained.
Those portions of the cable
which have less than 24" of
cover must be contained in
suitable conduit. This includes
the vertical portion dropping
SHROUD
_E
TOR
Power at the station must not drop below 10% of nameplate
voltage. Maximum Recommended Length:
120 Volt 60' (min. voltage at pump — 108V)
240 Volt 150' (min. voltage at pump — 216V)
Consult factory for longer lengths
TYPICAL SUPPLY CABLE CONFIGURATION
to a 24" depth at the station
and the length rising out of the
ground at the control panel.
NOTE: Wiring must be installed
per national and local codes.
Conduit must enter panel from
bottom and be sealed per NEC
section 300.5 & 300.7.
9a. Installing E/One supply
cable:
1) Open the lid of the station
and locate the cable and the
feed -through connector on the
wall of the shroud or on the
inside of the tank wall (Model
WH/WR231 x 55"). Loosen the
nut on the connector and pull
the supply cable out through
the connector until it hits the
crimped on stop feature on the
cable, approximately 36" from
the EQD. **IMPORTANT: All
but 36" of the cable must be
pulled out of the station, and
the EQD and Equalizer should
be hung as high in the station
as possible to ensure that the
pump functions properly. Do
not leave the excess cable in
the station.
2) Retighten the nut. This
connection must be tight or
ground water will enter the
station.
3) Feed the wire through the
length of conduit (contractor
provided), which will protect it
until it is below the 24" burial
depth.
4) On models WHIWR231
x 73" and taller, position the
conduit vertically below the
cable connector along side
of the station reaching down
into the burial depth. Attach
the small protective shroud
provided with the station to
protect the exposed cable
where it enters the station.
Four self -tapping screws are
provided.
5) Run the cable

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
Figure 5
RETAINING —
RING
SUCTION
HOUSING
STAND
MOUNTING
HOLES (4)
STAND
HALVES
LOWER
END OF
PUMP
- INLET
SHROVE
SEND IN I
FLUSH
'ITH SURF
GRINDER PUMP STAND
underground, in a trench or
tunnel, to the location of the
E/One panel. Leave a 6" to 12"
loop of cable at each end to
allow for shifting and settling.
Connections made at the panel
are shown in the panel wiring
diagram (Figures 2a and 2b).
10. GRINDER PUMP STAND
ASSEMBLY: Temporarily
rest the grinder pump on its
side. Using a block of wood
or similar object, prop up
the lower pump end to allow
installation of the pump stand.
Align the two legs of each
pump stand half with two of
the holes in the pump lower
end (Figure 5). Push the stand
legs into the pump lower end.
Using a mallet, ensure that
the stand legs bottom into the
mounting holes. Repeat for the
other stand half. Turn the pump
upright on the installed stand.
11. DEBRIS REMOVAL:
The incoming sewer line
must be flushed to force all
miscellaneous debris into the
tank. Next, all liquid and debris
must be removed from the
tank. Once the tank is clean,
install the pump.
12. INSTALL THE PUMP:
25
Lower the pump into the
tank. Position the pump so
the pump's discharge is on
the opposite side of the pump
relative to the discharge in
the tank. Position the pump
in the center of the tank.
Rotate to coil the discharge
hose and slide the adapter
on the discharge hose into
the receiver in the tank wall.
Push the white slider down
to open the discharge valve.
See Figures 7 through 10
for slideface connection and
operation.
Hang power cable, Equalizer
and lifting rope to prevent
them from laying in sewage.
Hang the Equalizer as high as
possible in the tank.
13. TEST PROCEDURE:
When the system is complete
and ready for use, the following
steps should be taken to verify
proper pump and high level
alarm operation:
a) Make sure that the
discharge shutoff valve is fully
open. This valve must not
be closed when the pump is
operating. In some installations
there may be a valve, or
valves, at the street main that
must also be open.
(Ignore all Trouble
indications, LEDs and/or
messages until the panel
is reset at the end of this
procedure.)
For model WH231:
b) Turn on the alarm breaker.
c) Fill tank with water until the
high level alarm turns on. Shut
off water.
d) Turn on pump breaker;
the pump should turn on
immediately. Verify that the
high level alarm turns off
and then the pump turns off.
Proceed to Step E.
For model WR231:
b) Fill the tank with 80 gallons
of water. This is approximately
28 inches from the bottom (2 to
3 inches below the top of the
pump).
c) Turn on pump and alarm
breakers; the pump and high
level alarm should turn on
immediately.
d) Verify that the high level
alarm turns off and then the
pump turns off.
e) Clear/Reset the alarm
panel:
Sentry and T260 panels:
Reset is not required.
Protect Panel: Turn pump
and alarm breakers off and
back on simultaneously.
Protect Plus Panels: Perform
a "cold start" from the Initialize
System menu. Any user setting
that were previously chosen
will not be reset.
f) If any Trouble or alarm
conditions are indicated after
the panel is reset, contact your
local service provider.

Es
INLET GROMMET
32 � MARK ON PIPE
0 5.00 1 T
HOLE [
DWV 4.50" OD
PIPE
APPLY SOAP
INLET INSTALLATION
INLET CIE
BE DRILL
PROVIDE[
ON VERT'.
LINE REPRESENTS
MINIMUM INLET PIPE
CENTER
-n
A�
ALTERNATE INLET LOCATIONS;
2 ZONES INDICATED ON EITHER
SIDE OF VERTICAL PANEL
0 6.00"
STANDARD
GROMMET
FLANGE OD
CENTER INLET
PENETRATION (05.00")
IN PANEL TO PROVIDE
CLEARANCE FOR GROMMET
FLANGE
ALTERNATE INLET LOCATIONS;
2 ZONES INDICATED ON EITHER
SIDE OF VERTICAL PANEL

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
Temporarily attach
1
SLIDE INTO
discharge removal
RECEIVER IN
tool to the threads on
TANK
the male adapter to
2
Install and remove
discharge line
2
OPEN VALVE
BY PUSHING
DOWN SLIDER
/ \
VALVE
USE SUITABLE PIPE
SEALANT AND DO
NOT OVER TIGHTEN
1"NPT THREADS
FOR REMOVAL T(
Figure 7
SLIDE FACE
MALE ADAPTER ,nE
O
O-RING
Grease face of
slide face after
o-ring is installed
ixz
1 1/4" NPT FITTING
TO ATTACH TO
PUMP DISCHARGE
Figure 9
i
VALVE OPEN
rq
SLIDER
O
O
0
O-RING-�M
RECEIVER FACE
10
DISCHARGE REMOVAL TOOL
Tool used to install and remove male adapter half of slide face
assembly (not supplied by E/One)
Distance between discharge and top of tank,
plus 24' min.
Pbe
1' Threaded coupling
to attach to slide face
Figure 8
SLIDER VALVE
RECEIVER DISCHARGE
FACE 4 OUTLET
Figure 10
SCH 80 PVC
NIPPLE

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
Lifting Instructions
FAILURE TO FOLLOW THESE INSTRUCTIONS COMPLETELY WILL VOID WARRANTY.
1. Transporting unit to
installation site: Always lift a
unit from the bottom for the
purpose of transportation.
The station should be
received attached to a pallet
for this purpose. Never roll a
station or move it on its side.
2. No Ballast (to be poured in
place): If the concrete anchor is
to be poured while the station
is in place lift the unit using 2
nylon straps wrapped under
the tank flange to make a sling,
as shown below. Keep station
oriented vertically to avoid any
damage.
3. Precast Ballast: Never
lift a station that has a ballast
attached by any means except
the rebar. The weight of the
concrete will damage the
station if you attempt to lift it
from any part of the station.
11

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
PUMP STATION CYCLE & PUMP RUN TIME

DocuS±gn Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
E/One Pump Station Cycle & Run Time
Project: Bright's Creek Ridge Top Cottages
Porject #: 22112
Date: 5/18/2023
Pumping
Flow Rate
Station
Pump Run
Pump Rate'
Daily Flow over 12 hrs
Volume
Cycles per Time
Station (gpm)
(gpd) (gph)
(gal)
Hour (min.)
E/One 11
360 30
8
3.75 0.73
1.) Pumping Rate provided by E/One
2.) Station Volume provided by E/One

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
FLOTATION CALCULATION

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
E/One Pump Station Floation Calculation
Project: Bright's Creek Ridge Top Cottages
Porject #: 22112
Date: 5/18/2023
Station
Station
Water
Met
Tank
Fballast
Concrete
Height'
Volume 2
Elev. 3
Buoyant
Weight °
Required
Collar Min.
Unit
(in.)
(cu ft)
(in)
(Ibs)
(Ibs)
(Ibs)
Size (,a)
1
73
40.5
0
0
225
n/a
n/a
2
73
40.5
0
0
225
n/a
n/a
3
73
40.5
0
0
225
n/a
n/a
4
73
40.5
0
0
225
n/a
n/a
5
73
40.5
0
0
225
n/a
n/a
6
73
40.5
0
0
225
n/a
n/a
7
73
40.5
0
0
225
n/a
n/a
8
73
40.5
0
0
225
n/a
n/a
9
73
40.5
0
0
225
n/a
n/a
10
73
40.5
0
0
225
n/a
n/a
1.) Station Height provided by E/one
2.) Station Volume provided by E/one
3.) No evidence of seasonal high water table based on excavation
4.) Tank Weight provided by E/one
Final Condition
No Collar Required
No Collar Required
No Collar Required
No Collar Required
No Collar Required
No Collar Required
No Collar Required
No Collar Required
No Collar Required
No Collar Required

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
WET WELL VOLUME CALCULATION

DocuSign Envelope ID: A9FEA7B3-D44D-432C-8A93-AA35F6F1529A
E/One Pump Station Wet Well Storage Calculation
Project: Bright's Creek Ridge Top Cottages
Porject #: 22112
Date: 5/18/2023
Station
Volume at
Shroud
Total Volume
Volume'
Pump On Z
Volume 3
above Pump
Unit (gal)
(gal)
(cu ft)
On (gal)
E/One 237
33
36
240
1.) Station Volume of Polyethylene Tank provided by E/one
2.) Station Volume at Pump On Condition provided by E/one
3.) Cover Shroud Volume (18.4" Height of 24" a HDPE)