WQ0041136_Regional Office Physical File Scan Up To 9/13/2022

State of North Carolina
Department of Environmental Quality
Division of Water,Resources
WATER QUALITY REGIONAL OPERATIONS SECTION
` Division of Water Resources NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
August 26,. 2019
To: FAO=WQROS:_,andon_Davidson.% Zan Price?
From: Tessa Monday, Water Quality Permitting Section - Non -Discharge Branch
Permit Number: WQ00
Applicant: Cervini Farms, Inc.
Owner Type: Organization
Facility Name: Cervini Farms. WWTP
Signature Authority: Chris Cervini
Address: PO Box 32660, Detroit, MI 48232
Fee Category: Non -Discharge Minor
Comments/Other Information:
Permit Type:. Reclaimed Water
DProject Type: New Project
AUG 292019 Owner in BIMS? No
Water Quality Regional Operations
Asheville Regional Office
Facility in BUNTS? No
Title: President
County: Henderson
Fee Amount: $810 - New Project
Attached, you will find all information submitted in support of the above -referenced application for your review,
comment, and/or action. Within 45 calendar days, please take the following actions:
® Return this form completed. ® Return a completed staff report.
❑ Attach an Attachment B for Certification. ❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer:
Date: o ct r
FORM: WQROSNDARR 09-15
Page 1 of 1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
CHRIS CERVINI —PRESIDENT
CERVINI FARMS, INC.
PO Box 32660
DETROIT, MI 48232
Dear Mr. Cervini:
NORTH CAROLINA
Environmental Quality
August 28, 2019
Subject: Acknowledgement of
Application No. WQ0041136
Cervini Farms WWTP
Reclaimed Water System
Henderson County
The Water Quality Permitting Section acknowledges receipt of your )permit application and
supporting documentation received on August 22, 2019. Your application package has been assigned the
number listed above, and the primary reviewer is Tessa Monday.
Central and Regional Office staff will perform a detailed review of the provided application, and
may contact you with a request for additional information. To ensure maximum efficiency in processing
permit applications, the Division of Water Resources requests your assistance in providing a timely and
complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Tessa Monday at [phone] or [e-mail].
Sincerely,
Nathaniel D. Thornburg, Supervisor
Division of Water Resources
cc: AS-1-ye—ilk le Regional 0"ffice.�WateLQuality_Regional Operation's Section_
Permit File WQ0041136
AUG0
29 2019 D
Water Quality Regional Operations
Asheville Regional Office
EQ
�; North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH CMOLINA
pdrocmo'En-ou"m"'w'illy 919.707.9000

BROOKS
ENGINEERING ASSOCIATES
August 16, 2019
NC Department of Environmental Quality
Planning & Project Management / Civil Engineering
Surveying / Environmental Engineering & Services
17 Arlington Street I Asheville NC 28801
r m 828-232-4700
D �
AUG 2 9 2019
Division of Water Quality Water Quality Regional Operations
Non -Discharge Permitting Section Asheville Regional Office
1617 Mail Service Center
Raleigh, NC 27699-1617
Attention: Permit Reviewer -ECEIEID
Regarding: Reclaimed Wastewater System Application NCDQ�D��?R
Lakeside Produce Greenhouse Facility 2 2 AUG 20-19
Application Cover Letter
Dear Reviewer:
N0n-D1sch8rg7e
permittin
Uait
Brooks Engineering Associates (BEA), on behalf of Cervini Farms, Inc., appreciates the Divis
of Water Resource's acceptance and review of this application for a reclaimed wastewater
system permit. This letter is provided to accompany three separate applications: 1) Reclaimed
Water Systems Application (form RWG 06-16); b) Reclaimed Water Systems —Non-
Conjunctive utilization (form RWNC 06-16); and c) Reclaimed Water Systems — Project
Information (form RWPI 06-16). Engineering another design submittals are prepared in
accordance with NCAC Title 15A .02U. One original and two copies of all submittals are
provided.
These applications and accompanying submittals are for a wastewater treatment system to serve
the Lakeside Produce greenhouse facility in Henderson County North Carolina. The facility will
consist of 30.85 acres of greenhouse, a packing house, and work cabins. The proposed Design
Flow is 7,010 gpd.
The following are items requested on the various permit applications. The supporting
information is provided as indicated.
A. Cover Letter. This document is to serve as the Cover Letter.
B. Application Fee. The new facility fee of $810 is enclosed.
C. Form RWG 06-16. The original and two copies are enclosed.
D. Form RWNC 06-16. The original and two copies are enclosed
E. Property Ownership Documentation. A copy of.the report from the. Henderson County
GIS is attached.
F. Soil Evaluation. Not provided as the reclaimed water is to be used in hydroponic
greenhouse operations.- No indigenous soils is utilized.

G. Agronomist Evaluation. No complete evaluation is provided. The nutrient
requirements for the greenhouse relative to the calculated nutrients produced by the
proposed wastewater system are provided in the calculations.
H. Hydrogeologic Report. No evaluation is provided.
I. Water Balance. No complete evaluation is provided. Calculations for the water
requirements for the greenhouse relative to the reclaimed water produced by the proposed
wastewater system are provided in the Calculations.
J. Engineering Plans. Enclosed.
K. Specifications. Enclosed.
L. Engineering Calculations. Enclosed.
M. Site Map. Site Map is included as Sheet N-1.1.
N. USGS Map. Attached.
O. Residuals Management Plan. Provided in Specifications.
P. Distribution System Monitoring Plan. Not provided. Irrigation system is by others..
Q. Education Program. Provided in Specifications.
R. NC Incorporation. Attached is the report from the filing document with the Secretary of
State for the Cervini Farms incorporation.
S. Other Permits. Attached is a copy of the Floodplain Development Permit from
Henderson County for portions of the site that exist in the floodplain, but well above base
flood elevation, requested in Form RWPI. As this project was deemed agricultural, no
erosion control or stormwater permitting was required.
Again, we appreciate your timely review of this material. If there are any questions or issues that
can be resolved with an explanation, please feel free to contact me at [phone].
Sincerely,
Brooks Engineering Associates, PA
Mark C. Brooks, P.E.
Attachments: Proof of Registration with Sec. of State
GIS Report indicating property Ownership
USGS Map
Henderson County Floodplain Development Permit
Enclosed Submittals: Application Forms RMNC,:RWG, RWPI 06-16
Application Fee Check
Engineering Plans
Engineering Specifications
Engineering Calculations

State of North Carolina
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
SOSID: 1820392
Date Filed: 3/19/2019 4:10:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2019 072 06318
Pursuant to §55-15-03 of the General Statutes of North Carolina, the undersigned corporation hereby applies for a Certificate of
Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the corporation is Cervini Farms North Carolina, Inc.
and if the corporate name is unavailable for use in the State of North Carolina, the name the corporation wishes to use is:
2. The state or country under whose laws thecorporationwas organized is: Delaware
3. The date of incorporation was March 5, 2019
4. Its period of duration is: W1 perpetual or a date certain (mm/dd/yyyy)
5. Principal office information: (.W- vet eithera or h )
a. ❑The corporation. has it principal office.
The street address and county of the principal office of the corporation is:
Number and Street
City, State, Zip Code County
The mailing address, if dlfferedtfrum the street address, of the principal office of the corporation is:
Number and Street
City, State, Zip Code County
b.❑The corporation does not have a principal office.
6. The.street address and county of the registered office in the State of North Carolina is:
Number and Street 160 Mine Lake Court Suite 200
City: Raleigh _ State NC, zip code: 27615 count Wake
y:
7. The mailing address, ff gVferent from the street address, of the registered office in the State of North Carolina is:
Number and Street
City: _ State NC'., zip Code: County:
8. The name of the registered agent in the:State ofNorth.Carolina is: C T Corporation System
BUSINESS.RSGISTR.ATION DIVISION P. O. BOX 29622 RALEIGH, NC 27626,0622

9. The -names, titles, and usual business addresses of the current officers of the corporation are (attach if necessary):
Name Title Business Address
Christopher Cervini President 132 Elliott Street
Leamington, Ontario Canada N8H 1A4
10, Attached is a. Certificate of Existence (or document of similar import) duly authenticated by the Secretary of State or other official
having custody of corporate records in the state or country of incorporation. The Certificate of Existence must be an
original and less than six rn6ntlts old.
11. If the corporation is required to use a fictitious name in order to transact business in this State, a copy of the resolution of its board
or directors, cenif ed by its secretary, adopting the fictitious name is attached.
12. this application will be -effective upon filing, unless a delayed date and;or time is specified:_ _
This is the I day of MarC�1 20 19
--
-rvl Farms 6rth . arolina, Inc.
i& OF ORPOR T10N
Christopher Cervini, PresMent
Type or I rint Name and Title
NOTES:
/. Filing fee 10.256.. This document mast be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised Jul), 20i 7)
(1 'ornr 13-09)

ienderson County, NC Tax Parcel Report Friday. August 16. 2015
arse n oimaCfon
REID:
10003355
Pin:
9640289092
Listed to:
CERVINI FARMS (1993) INC
Neighborhood:
MILLS RIVER R/30
Mailing Address:
PO BOX 32660
Township:
Mills River
Mailing City, State, Zip:
DETROIT, MI 48232
Municipality:
Physical Address:
648 LADSON RD
Tax District:
MILLS RIVER FIRE
Deed:
003219/00404
Plat:
2018 112898
Date Recorded:
2018-07-03 00:00:00.0
Elementary School District:
MILLS RIVER
Revenue Stamps:
0
Middle School District:
RUGBY MIDDLE
County Zoning:
R2
High School District:
WEST HIGH
Property Description:
PLAT OF SURVEY 116.8 + 4.5 ACRES
Soil:
BM2018-112898
Map Sheet:
9640.00
Voting Precinct:
Mills River South
Assessed Acreage:
121.14000000
Commissioner District
3
Building Value:
$0.00
Agricultural District
None Found
Land Value:
$1,232,900.00
North Carolina House District
117
Value To Be Billed:
$1,232,900.00
U.S. House District
11
Zone X, Not Shaded (Areas
outside of the floodplain),Zone
North Carolina Senate District 48 Flood Zone: AE, 1 % (100 Year
Flood plain),Floodway Areas in
Zone AE,Zone X, Shaded, 0.2%
(500 Year Floodplain)
THIS IS NOT A SURVEY.
Henderson County
Geographic Information Systems (GIS)
All information or data provided, whether subscribed, purchased or otherwise distributed, whether in hard copy or digital
200 North Grove Street
Hendersonville, NC 28792
media, shall be at the userAET s own risk. Henderson County makes no warranties or guarantees, including the warranties of
merchantability or of fitness for a particular purpose. Map data is not appropriate for, and is not to be used as, a geodetic,
_ P: (828) 6985124
F: [phone]
legal, or engineering base system. The data is not intended as a substitute for surveyed locations such as can be determined
by a registered Public Land Surveyor, and does not meet the minimum accuracy standards of a Land Information
System/Geographic Information.System Survey in North Carolina (21 NCAC 56.1608).

No. 20181007
PROJECT MANAGEMENT DEPARTMENT
FLOOD DAMAGE PREVENTION
100 NORTH KING STREET
HENDERSONVILLE, NC 28792
Telephone: [phone]
FLOODPLAIN
DEVELOPMENT
PERMIT
FOR: Lakeside Produce Greenhouse Facility — South Property
New Construction and fill placement
Specify for what purpose the permit is issued —
(New construction, alterations, fill, excavation, other)
ISSUED TO:
PROJECT ADDRESS:
Cervini Farms (1993) INC
0 Ladson Road
(if different from above address)
ISSUED BY: �
(Floodplain Management Administrator)
DATE ISSUED:
October 29, 2018
THIS PERMIT MUST BE POSTED ON THE PREMISES IN A
CONSPICUOUS PLACE SO AS TO BE SEEN FROM THE STREET OF
ROAD ON WHICH THE STRUCTURE FACES

. . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .....
DivisloT:Vt
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I SA NCAC 02U — RECLAIMED WATER SYSTEMS —PROJECT INFORMATION
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION
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 additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application,
For »yore information, visit the lVater Qualh), Permitting Section Non -Discharge Permitting Unit website.
General —This form is required for all projects involving the generation, utilization, and or distribution of reclaimed water. At least one
of the following forms must also be included in the application package. However, multiple forms may be applicable. Unless
otherwise noted, the Applicant shall submit one original and two conies of the application and supporting
documentation. Please check the boxes below as appropriate to indicate which additional forms are included in the
application package:
® Reclaimed Water Generation (FORM: RWG) — for wastewater treatment facilities producing reclaimed water,
® Non -Conjunctive Utilization (FORM: RWNC)—for reclaimed water utilization activities, when the reclaimed water
utilization activity is required in order to meet the wastewater disposal needs of the facility.
❑ Conjunctive Utilization (FORM: RWCU) — for reclaimed water utilization activities, when the reclaimed water option is
not necessary to meet the wastewater disposal needs of the facility and other wastewater utilization/disposal methods are
available.
❑ Bulk Distribution (FORM: RWBD) — for distribution of reclaimed water in a bulk planner.
❑ Distribution Lines (FORM: RWDL)—for construction of reclaimed water distribution lines.
❑ Wetland Augmentation (FORM: RWWA) — for projects seeking to utilize reclaimed water for the purpose of wetland
augmentation.
❑ Local Program Approval (FORM: RWLPA) — for projects seeking permitting delegation for reclaimed water users.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ) according to the following fee schedules:
❑ STANDARD REVIEW — Submit the appropriate fee for all new and major modification applications as listed in the table
below.
Facility Classification
[New Permit
Major Modification I
Major Generator/User (ADF>_ 10,000 gallons per day)
$1,310
$395
Minor Generator/User (ADF < 10,000 gallons per day)
$8I0
$245
�`�
Reclaimed Water Distribution Litres
$480
N/A
I A major modification shall be defined as any permit modification that: increases the generating facility's
average daily flow (ADF); increases the utilization area acreage; adds additional utilization areas not
previously approved; or includes the addition of new treatment units/processes not previously permitted.
There is no fee for minor permit modifications.
D NEW
NCDEQiD'
AUG ,� 9 2019 F1 2 2 AUG 2010
Water Quallty fit iongl
� �,vlll .@01ongl 0#Ige OPGrations
Non -Discharge
pelrmitti®g unit
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION
Page I of 2

C. Reclaimed Water Project Information Form (FORM: RWPI 06-16) (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Project Information (FORM: RWPI 06-16) form. Please
do not make any unauthorized content changes to this form.
® The applicant name in Item I.1. shalt be consistent with the applicant name on the plans, specifications, agreements, etc.
® The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. An alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in I SA NCAC 02T .0I06(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
There is no fee for permit renewal without modification.
D. 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., compliance schedules, permit description, monitoring, permit conditions, etc.).
ONE. ORIGIANL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWPI 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

0
State of North Carolina
Department of Environmental Quality
Division of Water Resources
[vision of Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — PROJECT INFORMATION
FORM: RWPI 06-16
L GENERAL INFORMATION:
1. Applicant's name: Cervini Farms, Inc.
Mailing address: P.O, Box 32660
City: Detroit State: MI Zip: 48232-
Telephone number: [phone] Email Address: saleeshn0lakesideproduce.com
2. Signature authority's name: Chris Cervini (per 15A NCAC 2U .0106) Title: President
3. Applicant type (check all that apply):
❑ Government ❑ Federal ❑ State ❑ Municipal ❑ County
❑ Individual
® Corporation
✓ For new permits, submit documentation that the company is registered for business with the NC Secretary of State.
❑ General Partnership
✓ For new permits, submit a copy of the certificate filed with the Register of Deeds in the county of business.
❑ Privately Owned Public Utility
✓ For new permits, submit a Certificate of Public Convenience and Necessity from the NC Utilities Commission, or a
letter from the NC 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 fi-annchise
approval is expected.
❑ Home Owners Association
✓ For new permits, submit a properly executed Operational Agreement (FORM: HOA); and proposed or approved
Articles of Incorporation, Declarations and By-laws.
❑ Developer (where residential lots are to be sold)
✓ For new permits, submit a properly executed Operational Agreement (FORM: DEV)
4. Demonstration of historical consideration for permit approval:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.613? ❑ Yes or ® No
b, Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement a Yes o ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T.Oldnesm s r o
NCDV' 1DY
1 � A116 2011
®�amI�a �� ��Jnit
permitt
FORM: RWPI 06-16 Page 1 of 3

11. PROJECT INFORMATION
1. Application type: Select (See Instruction B) Fee SubmittedS810.00 (See Instruction B)
2. For modifications, provide the existing permit number: WQOO and most recent issuance date:
3. Provide a brief description of the activities proposed for permitting: Wastewater reuse for crop irrigation
4. What is the status of the following associated permits and/or certifications ?(if not applicable, please mark as N/A)
Permit/Certification
Date Submitted
Date Approved
Perm it/Certification No.
Agency Reviewer
Collection System (Q>..
200,000 C,PD)
Dam Safety
Erosion & Sedimentation
Control Plan
Nationwide 12 / Section 404
Ilretreatment
Sewer System
StorInwater ]Management Plan
Other:
✓ For any of the permits and certifications listed above that will directly impact the construction of the proposed reclaimed
water project, please provide documentation of permit approval or final certification. Note: This application may be
considered incomplete, or the resulting permit may be issued conditionally if a pending issuance of any of the related
permits/certifications directly impacts the proposed facility.
5. Documentation of the presence or absence of threatened or endangered aquatic species at the project site utilizing information
provided by the Department's Natural Heritage Program is required for construction of all new WWTP projects and/or non -
conjunctive utilization sites, and for any project involving expansion of a WWTP and/or non -conjunctive utilization site in
accordance with 15A NCAC 02T .0105(c)(UO . Provide the location in application package where this documentation is
located: ; or explain why this item is N/A. No public fluids utilized, ail
private property
6. Does this project utilize public monies or lands? ❑ Yes or ® No
✓ If yes, was an Environmental Assessment required under 15A NCAC OIC?
❑ Yes ❑ No
Include one of the following final environmental documents with this submittal:
❑ Finding of No Significant Impact, or ❑ Record of Decision
Describe any mitigating factors from the Environmental Assessment that impact the design and/or construction of the
reclaimed water project:
7. Is any portion of the proposed project (reclaimed water treatment units, storage units, distribution lines, or utilization areas)
located within the 100 year flood plain? ® Yes or ❑ No
✓ If yes, specify which portion(s) of the project are affected? Portions of the Upset Pond
✓ If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 6? ® Yes or ❑ No
Documentation should consist of a letter from the local authority (i.e., county/municipality) stating that the project
complies with any local floodplain ordinance that may apply.
FORM: RWPI 06-16 Page 3 of 3

Applicant's Certification (signing authority must he in compliance with 15A NCAC 02U ,0106):
I, �UKJS CCRUIM 1 J�ESt1JE1T)',
(signing authority name — PLEASE PRINT) (title)
attest that this application for ( _ E R\J IN I M Iz
(facility name)
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. I also understand that if all required parts of this application package are not completed and that
if all required supporting information and a c ments are not included, this application package will be returned to me as incomplete.
I fruther certify that the applicant or any list has not been convicted of an environmental crime, has not abandoned a wastewater
facility without prope 10 sure does not have an utstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any a tiv co pliance &edule, iid do not have airy overdue annual fees under Rule 15A NCAC 02U .0105. Note:
In accordance with C G ne 1 Statut s 143-215. A and 143-215.613, any person who knowingly makes any false statement,
representation, or c rtific io in any pplication ackage shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as }ell as ci it penal es up to $2 00 per violation.
Signature: ��_ Date: tG A2 t<'A
FORM: RWPI 06-16 Page 3 of 3

Z "�4
11LO)
AW 19 2019 State of NortI>< Carolina
Department of Environmental Quality
!�! Division of Water Resources
ater Quality Regional Opera
ttio�nn
v aI AN�AC OZU — RECLAIMED WATER SYSTEMS -- GENERATION
Re ion�P
'Division of Water Resources I TR S FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION
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 additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the U ater Quality Permitting Section's Non -Discharge Permitting Unit website.
General — This application shall be used for projects involving the generation of reclaimed water that is to be utilized in either a
conjunctive or non -conjunctive mamner. Non -conjunctive use means that the reclaimed water utilization activity is required
to meet the wastewater disposal needs of the generating facility. Conjunctive use means that the proposed utilization option
is not required to meet the wastewater disposal needs of the generating facility, and that other permitted utilization/disposal
alternatives are also available. Unless otherwise noted, the Applicant shall submit one original and two conies of the
application and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information form (FORM: RWPI).
A. Reclaimed Water Generation Application (FORM: RWG 06-16) (All application packages):
® Submit the completed and appropriately executed Reclaimed Water Generation (FORM: RWG 06-16) application. Please do
not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
❑ The facility name in Item II. I. shall be consistent with the facility name on the plans, specifications, agreements, etc.
❑ The Professional Engineer's Certification on Page 9 of this form shall be signed, sealed and dated by a North Carolina licensed
Professional Engineer.
❑ The Applicant's Certification on Page 9 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, ail elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. 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).
❑ if this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
B. Property Ownership Documentation (All Application Packages involving new or expanding generation systems):
❑ Per 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202(f) the Applicant shall provide written documentation of ownership
for all property containing the reclaimed water generation equipment, reclaimed water storage units, and 5-day upset units.
Documentation shall consist of one (or more) of the following:
❑ Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ An easement running with the land specifically indicating the intended use of the property and meeting the requirements
of 15A NCAC 021.0107(f), or
❑ A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat or
survey map.
C. Wastewater Chemical Analysis (For new or expanding generation systems treating Industrial Waste):
❑ Per 15A NCAC 02U .0201(g) or .02020A provide a complete Division certified laboratory chemical analysis of the effluent
to be irrigated for the following parameters (For new facilities, an analysts from a similar facility's effluent is acceptable):
❑ Ammonia Nitrogen (NHS-N)
❑ Calcium
❑ Chemical Oxygen Demand (COD)
❑ Chloride
❑ Coliphage (Type 2 reclaimed water only)
❑ Clostridium perfringens (Type 2 reclaimed water)
❑ Fecal Coliform or E. coli
❑ 5-day BOD (BODs) ❑ Total Dissolved Solids
❑ Magnesium 1 mtroge (TKN)
❑ Nitrate Nitrog n (NO3-I10 t i Carbon
ElpH "Ota ggi�pp onus
El Phenol NCDhQW iRhlomethanes
❑ Sodium ❑ Total Volatile Organic 3ompot
❑ Sodium Adsoi I ption Ratio (S JJ P @x�ojq'est Par mete
Non. -Discharge
INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATIO �erlt�ll]$$hing UIl}1llt I of

D. Engineering Plans (All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202(c), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and
dated by a North Carolina licensed Professional Engineer.
® The engineering plans shall include the following items:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references, a vicinity map, fencing around treatment and storage
facilities.
® A process flow diagram showing all flow, recycle/return, aeration, chemical, and wasting paths. (For conjunctive facilities,
include only those treatment units, in addition to existing units, that are needed to produce reclaimed water.)
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations. (For coniunctive facilities,
include only those treatment units, in addition to existing units, that are needed to produce reclaimed water.
® Auxiliary power supply. (Non -conjunctive systems only.)
® A hydraulic profile from the treatment plant headworks to the point where reclaimed water is released to the distribution
system. (Non-coniunctive systems only.)
® 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 specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION.
E. Specifications (All Application Packages):
® Per I SA NCAC 02U .0201(c) or .0202 c , submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® At a minimum, the specifications shall include the following items:
® Table of contents with each section/page numbered.
® Detailed specifications for each treatment and storage unit, as well as all piping, valves, equipment (i.e., pumps, blowers,
mixers, diffiusers, flow meters, etc.), audible/visual high water alarms, liner material, etc. (For conjunctive facilities,
include only those treatment units, in addition to existing units, that are needed in order to produce reclaimed water.)
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
® Materials (i.e., concrete, masonry, steel, painting, 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, including leakage, pressure and liner testing.
® 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.
F. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02U .0201(c) or .0202 c submit engineering calculations that have been signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® At a minimum, the engineering calculations shall include the following items:
® Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations hi Application Item V.I. were determined (NOTE: "black box" calculations are unacceptable). (For
coniunctive facilities, include only those treatment units, in addition to existing units, that are needed to produce reclaimed
water.)
® Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.). (For
conjunctive facilities, include only those treatment units, in addition to existing units, that are needed in order to produce
reclaimed water.)
® Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, etc.
® Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

G. Water Balance (For Non -Conjunctive application packages that include new or modified reclaimed water storage units to be
located on the property of the reclaimed water generator):
❑ Per 15A NCAC 02U .0202(k), submit a water balance that has been signed, sealed and dated by a qualified professional and
includes at a minimum:
❑ The water balance should be nun over at least a two year iteration, should consider precipitation into and evaporation from
all open atmosphere storage impoundments, and should use variable number of days per month and include:
❑ Precipitation based on the 8014 percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
❑ Soil drainage based on the geometric mean of the in -situ KsAT tests in the most restrictive horizon and a drainage coefficient
ranging from 4 to 10% (unless otherwise technically documented).
❑ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
❑ Depth to the SHWT and lateral groundwater movement.
❑ Nutrient limitations and seasonal application times to ensure reclaimed water is applied at appropriate agronomic rates.
❑ Note: Guidance on completing a water balance for non -conjunctive systems is available in the Water Balance Calculation
mlic—N-1.
H. Residuals Management Plan (Ail Application Packages with new, expanding or replacement wastewater treatment systems):
® Per 15A NCAC 02U .0802, submit a Residuals Management Plan that shall include, at a minimum:
® A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled, processed,
stored, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals. NOTE: Per 15A NCAC 02U .0402(n), a minimum of 30 days of residual
storage shall be provided for non -conjunctive reclaimed water systems.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposallutilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application. NOTE: Per 15A NCAC 02U .0202(i), a written commitment is not required at
the time of this application; however, it shall be provided prior to operation of any permitted facilities herein.
® If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed. NOTE: If an on -site restaurant or other business with
food preparation is contributing wastewater to this system, an oil/grease disposal plan shall be submitted.
Distribution System Monitoring Plan (All application packages):
❑ Include a distribution system monitoring plan for verifying that reclaimed water standards (15A NCAC 02U .0301) will be met
at the utilization site(s). At a minimum, the following items shall be included:
❑ Specify the sampling locations within the distribution system that will provide data representative of the reclaimed water
delivered to users.
❑ The number of sampling locations should be equivalent to approximately 25 percent of the service connections to the
reclaimed water distribution system; or 5 locations, whichever is fewer. In no case shall fewer than two locations be
sampled.
❑ Monitoring shall include samples of: fecal coliform, pH, and total residual chlorine.
INSTRUCTIONS FOR FORM: RWG 06-16 &s SUPPORTING DOCUMENTATION Page 3 of

Site Map (All Application Packages):
® Non -Conjunctive Systems
® Per 15A NCAC 02U .0202(d), submit standard size and 11 x 17-hnch site maps that have been signed, sealed and dated by
a North Carolina licensed Professional F,nydneer and/or Professional Laud Surveyor.
❑ For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
® At a minimum, the site map shall include the following:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief
and showing all facility -related strictures and fences within the wastewater treatment acid storage areas.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent,
and perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all treatment and storage
sites.
® Setbacks as required by 15A NCAC 02U .0701(a) and (b).
® Site property boundaries within 500 feet of all treatment and storage units.
® All habitable residences or places of public assembly within 500 feet of all treatment and storage units.
❑ Conjunctive Systems
❑ Per I SA NCAC 02U .020 I (d), submit standard size and 11 x 17-hnch site maps that have been signed, sealed and dated by
a North Carolina licensed Professional Engineer and/or Professional Land Surveyor.
❑ For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
❑ At a minimum, the site map shall include the following:
❑ A scaled map of the site showing all facility -related structures and fences within the wastewater treatment and
storage areas.
❑ Location of features in 15A NCAC 02U .0701 (a) and (b), to the extent needed to determine compliance with
setbacks.
K. Education Program (All New Generators)
® Per I SA NCAC 02U .0501, provide documentation of a program of education and approval for all reclaimed water users. At a
minimum this material shall include:
® Definition of reclaimed water.
® Information on the proper use of reclaimed water.
® Examples of improper uses of reclaimed water.
® Clarification that reclaimed water is not for drinking.
® Clarification that reclaimed water cannot be discharged to surface waters and should not be allowed to runoff from the
utilization areas.
® Address any other environmental and/or public health protection measures.
® Methods to be used to provide employees educational material in a language they can understand.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWG 06-16 & SUPPORTING DOCUMENTATION Page 4 of 4

State of North Carolina
Department of Environmental Quality
:<
Division of Water Resources
15A NCAC 02U — RECLAIMED WATER SYSTEMS — GENERATION
Division of Water`Resoarces FORM: RWG 06-16
I. CONTACT INFORMATION:
1. Applicant's name: Cervini Farms, Inc
2. Signature authority's name: Chris Cervini (per 15A NCAC 02T .0106) Title: President
3. Applicant's mailing address: P.O. Box 32660
City: Detroit State: MI Zip: 48232-
Telephone number: 519 322-1959 Email Address: chriscnns lakesideproduce.con�
4. Consulting Engineer's name: Mark Brooks License Number: 026539 Firm: C-
3125
Mailing address: 17 Arlington Street
City: Asheville State: NC Zip: 28801-
Telephone number: 8�) 2324700 Email Address: mbrooks a,brooksea.com
11. FACILITY INFORMATION
1. Reclaimed water generating facility name: Lakeside Produce
Facility's physical address: 648 Ladson Road
City: Mills River State: NC Zip: 28759- County: Henderson
2. Facility Coordinates: Latitude: 35° 22' 00" Longitude: -820 33' 0 1 "
Datum: Unknown Level of Accuracy Unknown Method of Measurement Address matching
3. USGS Map Name: Horse SItoe NC
4. Information for nearest waterbody a:
Stream Index No.: 6- 47.5 Stream Classification: W
a To determine the waterbody stream index number and its associated classification, dowiiload the current classifications list
at the following web address: https:/hicdenr.s3.aniazonaws.conl/s3fs-
public/Water%200uality/Aquifer%20Protection/LAU/Agreements/WSCA%2008-13 Rdf.
5. Facility status: Proposed
6. Reclaimed water utilization will be:
® Non -Conjunctive —reclaimed water utilization is required to meet the wastewater disposal needs of the facility.
Conjunctive — reclaimed water option is not necessary to meet the wastewater disposal needs of the facility and other
wastewater utilization or disposal methods are available at all times (I5A NCAC 02U .0103(3)).
For Conjunctive, what is the alternate wastewater disposal method?
❑ NPDES Permit No.
❑ Other (specify):
FORM: RWG 06-16 Page l of 9

III. INFORMATION ON RECLAIMED WATER GENERATION:
1. What is the origin of the influent (i.e., school, residential, hospital, municipality, industry, etc.)? housing, commerical
bathrooms
2. Reclaimed water generating capacity for this project: 7010 gallons per day (GPD)
3. What is the wastewater type? ® Domestic or D Industrial (See 15A NCAC 02T .0103(20)
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
Has a wastewater chemical analysis been submitted in accordance with
Instruction C? ❑ Yes or ❑ No
4. How was the influent flow rate determined? ® 15A NCAC 02T .0114 or ❑ Representative Data
5. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes or ® No
6. Provide the required information in the table below to document design flow pursuant to 15A NCAC 02T .0114:
Establishment Type
Daily Design Flow a
No. of Units
Flow
Work houses
60 gal/bed
96
5760 GPD
greenhouse day workers
25 gaUworker
J 25
1250 GPD
gay
GPD
gall
GPD
gay
GPD
gall
GPD
Total
7010 GPD
IV. TREATMENT AND STORAGE UNIT SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minhnum distance in feet from the treatment units, storage units, and utilization areas to each item listed
(distances greater than 500 feet may be marked N/A):
Setback Parameter
Treatment Units/
5-dayU set Storage
Final Effluent Storage
Units
Required
Actual
7Required 17
Actual
Any habitable residence or place of assembly under separate
ownership or not to be maintained as part of the project site
100
449
Any private or public water supply source
100
368
100
441
Surface waters (streams — intermittent and perennial,
perennial waterbodies, and wetlands)
50
72
50
85
Any well with exception of monitoring wells
100
931
100
441
Any property line
50
165
50
365
2. Do the treatment and storage units comply with all setbacks found Lithe river basin rules (15A NCAC 213.0200)?
® Yes or ❑ No If no, list non -compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? ❑ Yes or ®No
✓ If yes, have these waivers been written, notarized signed by all parties involved and recorded with the County Register
of Deeds? ❑ Yes or ❑ No
✓ If yes, has the required Non -Discharge Wastewater System Waiver (FORMI: NDWSVq been included with this
application package? ❑ Yes or [] No
FORM: RWG 06-16 Page 2 of 9

V. RECLAIMED WATER CHARACTERISTICS:
1. Complete the table below by filling in the estimated influent concentrations and design effluent characteristics (15A NCAC 2U .0301):
Design Effluent
Estimated
Design Effluent
Geometric Mean
Design Effluent
Monthly Average
Daily Maximum
Parameter
Influent
Concentration
Actual
Required
Actual
Required
Actual
Required
BODs
350m I
5 m I
10 mg/I (Type 1)
' t
,'' F .:`
10 mg/1
15 mg/1(Type l)
5 mg/l e 2)
`
10 m (Type 2)
TSS
250 mg/l
5 mg/I
5 mg/l (Type 1)
7 -�
10 mg/1
10 mg/i (Type 1)
5 mg/1(T e 2)
4
. _
10 m (Type 2)
4 mg/I (Type 1)
r
3
6 mg/1(Type 1)
NH3-N
60 mg/l
1 mg/l
1 m e 2)
` r
..
2 MVI
2 m (Type 2
NO3 N
0 mg/I
8 mg/l
ti 4
y
Yx Y
i
Y j x
NOZ-N
Omg/I
1 mg/l
t.�'�.•x'i
{•r ` r
�
`T `�
-1•� - "'
�.- '-�.
: r
a t..
�
Total Nitrogen
50 mg/1
9.5 mg/l
4 mg/l (wetland}
augmentation only)
I mg/I (wetland
g
;
Total Phosphorus
5 mg/1
5 mgjl
augmentation only)
TKNc
xxr
1m
a t
' g
zvs
Y
7u' ' .,... fit' "c�'
gn
K ' 4j 4.1 ;ct,
�� s..... .., ..
...-..: 1 .•.,I. - _� »,
�ti: # d h 4
� x� }
Turbidity
r" z
"
� a
ti
5 NTU
1O NTU (Type 1)-
e
5 NTU (Type 2
Fecal Coliformc ®
OR
1000000/100
3
L
3
I4/100 ml (Type l)
25/100 m4 (Type 1)
E. Cali ❑
nil
c {
3/100 ml
31100 ml (Type 2)
25/] 00 nil
25/100 mI (T)Te 2)
(choose one)_.=.X
Coliphage - (Type 2 only)
1000000/100
' s
5/100 mI
51100 nil (Type 2)
25/100 all
25/100 ml ('Type 2)
, 5.
Clostridium perfmgen - (Type 2 only)
1000000/100
x .'
51100 ml
51100 ml (Type 2)
25/100 m1
25/100 ml (Type 2)
nilfi
2. Have calculations or historical data been provided to justify the design effluent values shown in Item V.I. above? (See Application Instruction F)? ® Yes ❑ No
If No, please explain:
FORM: RMIG 06-16 Page 4 of 9

VI. RECLAIMED WATER SYSTEM DESIGN CRITERIA (15A NCAC 02U .0401 or .0402)
1. Plan sheet number where instrumentation for continuous monitoring/recording for turbidity/particle count is shown: N-4.2
2. Plan sheet number where instrumentation for continuous flow recording is shown: N-4.2
3. What is the method of preventing public access to the treatment facility and five day upset basin? fence
✓ Plan sheet number where restricted access method is shown: N4.2
4. Is there an automatically activated standby power supply onsite? ® Yes ❑ No
✓ If Yes, plan sheet number where standby power supply is shown: Not shown, plantwide backup Dower provided with
ATS
✓ If No, what other means will be used to prevent improperly treated wastewater from entering the storage, distribution, or
utilization system?
5. Will a certified operator of a grade equal or greater than the facility classification be on call 24 hrs/day? ® Yes or ❑ No
6. What classification of reclaimed water does the generator intend to provide per (I 5A NCAC 02U .0301)?
❑ Type I — 15A NCAC 02U .0301(b); or
rype 2 - 15A NCAC 02U .0301(a) - (Note: Type 2 required for indirect contact irrigation of food chain crops where the
food product will not be peeled, skinned, cooked or thermally processed prior to human consumption.)
Are the following design criteria met for Type 27
✓ Dual disinfection systems containing both LTV disinfection and chlorination (or equivalent dual disinfection processes)
provided pursuant to 15A NCAC 02U .0401(h) or .0402 ? ® Yes ❑ No
✓ Has documentation been provided to show that the combined treatment and disinfection processes are capable of the
following pathogen reductions pursuant to I SA NCAC 02U .04010) or .0402 r ?
➢ log 6 or greater reduction of E. coli ® Yes ❑ No
➢ log 5 or greater reduction of Coliphage ® Yes ❑ No
log 4 or greater reduction of Clostridium perfringens ® Yes ❑ No
❑ Other — I SA NCAC 02U .0301(c) — reclaimed water will be produced by an industrial facility, will be used at the facility
in the industry's process, use area has no public access, and the use will not result in employee exposure.
Items V1.7.—VI.15. are for NON CONJUNCTIVE SYSTEMS — If you checked "Conjunetive" in Item I7.6., skip to Section VII:
7. Is aerated flow equalization provided with a capacity of at least 25% of daily system design flow? ❑ Yes or ® No
✓ If no, how does the Applicant intend on complying with 15A NCAC 02U .0402(b)? Equalization is not aerated. Influent
is anaerobic. Does provide for 25% storage of DDF )
8. Are dual facilities provided for all essential treatment units? ® Yes or ❑ No
Note: This refers to any unit process whose loss would likely render the facility incapable of meeting require performance
criteria including aeration, clarification, filtration, disinfection, pumps, blowers, etc. (See 15A NCAC 02T .01030 6))
✓ If no, how does the Applicant intend on complying with _I5A NCAC 02U .0402(c)?
9. Is automatic flow diversion to a 5-day upset pond provided in the event of plant upset? ® Yes or ❑ No
10. Does the treatment facility include any bypass or overflow lines? ❑ Yes or ® No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges:
11. Are multiple pumps provided wherever pumps are used? ® Yes or ❑ No
✓ If no, how does the Applicant intend on complying with 1 SA NCAC 02U .0402(k)?
FORM: RWG 06-16 Page 5 of 9

VI. RECLAIMED WATER SYSTEM DESIGN CRITERIA (Continued)
12. Are any treatment or storage units located within the 100-year flood plain? ® Yes or ❑ No
✓ If Yes, which units are affected? None - site is filled 14' above BFE (Note that water tight seals or a minimum of two feet
protection from the 100-year floodplain is required.)
✓ If No, then provide the distance to the nearest flood zone: (feet); and provide the typical elevation at the edge of the
flood zone: (feet)
13. How many days of residuals storage are provided? N/A (Note: 30 days required per 15A NCAC 02U .0402(11))
14. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)?
❑ Yes, ® No, ❑ N/A — To be permitted separately, or ❑ N/A — Gravity fed
VII. DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE TREATMENT FACILITY
1. Type of treatment system (extended aeration, MBR, SBR, etc): anoxic pretreatment with recirculating fixed media filtration,
and tertiary disc filtration.
2. Provide the requested treatment unit and mechanical equipment information (For conjunctive facilities, include only those
treatment units, in addition to existing units, that are needed to produce reclaimed water):
a. PRELIMINARY/PRIMARY TREATMENT: ❑ New Units, ❑ Modified Units ® N/A
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (it)
/ S acin s in
Volume
(gallons)
Plan Sheet
Number
Specification
I Pa a Number
Select
Select
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT ® New Units, ❑ Modified Units ❑ N/A
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (it)
Volume
(gallons)
Plan Sheet
Number
Specification
Pa a Number
Anoxic Basin
2
precast septic
tanks
22x10x6
8000
N-5.1
13
Post Flow Equalization
1
precast tank
20x10x4.5
6500
N-5.1
14
Tertiary Filters
4
EZ Treat
16.lx7.5x3.2
2865
N-5.2
15
Tertiary Filters
2
disc filters
1.5"
NA
N-5.3
19
Select
Select
Select
FORM: RWG 06-16 Page 6 of 9

VH. DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE TREATMENT FACILITY (Continued)
C. DISINFECTION ❑ New Units, ❑ Modified Units ❑ N/A
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Number
Specification
Page Number
Ultraviolet
8
EZ Set
3011
1.5
N-5.4
19
Select
Select
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: minutes (NOTE: 30 minutes
minimum required), and indicate at what treatment unit chlorine contact occurs:
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: 8, number of lamps per bank:
1 and maximum disinfection capacity: 70.4 GPM.
d. RESIDUALS TREATMENT ❑ New Units, ❑ Modified Units ® N/A
Treatment Unit
Number
of Units
Manufacturer
or Material
Dimensions (ft)
Yolume
(allons
Plan Sheet
Number
Specification
Page Number
Select
Select
Select
C. PUMPS ® New Units, ® Modified Units ❑ N/A
Location
Number
Purpose
Manufacturer/
Capacity
Plan Sheet
Specification
GPM
TDH
of Pumps
Type
Number
Page Number
EQ
2
Equalization
Zoeller
30
12
N-5.1
14
Recirc Tank 1
4
recirculation
Sta-Rite
42
68
N-5.2
17
Recirc Tank 2
4
recirct ation
Sta-Rite
42
68
N-5.2
17
Recirc Tank 2
1
Alkalinity
feed
Sta-rite
20
110
N-5.2
20
Post media
disc
recirculation
2
filtration
Sta-rite
15
130
N-5.3
18
feed
BLOWERS ❑ New Units, ❑ Modified Units ® N/ACr PA /10H
Location
No, of
Units Serve)
Manufacturer /
T e
Capacity
Plan Sheet
Number
Specification
I Pa a Number
Post Turbidity
Meter
2
final pump to
irrigation
tank/upset pond
Sta-Rite
28/108
N-5.3
21
FORM: RWG 06-16 Page 7 of 9

VII. DESIGN INFORMATION FOR NEW OR MODIFIED PORTIONS OF THE TREATMENT FACILITY (Continued)
g. MIXERS ❑ New Units, ❑ Modified Units ® N/A
Location
No. of
Mixers
Units Served
Manufacturer /
Type
Power
h)
Plan Sheet
Number
Specification
Page Number
h. FLOW METERS, OTHER RECORDING DEVICES & RELIABILITY ® New Units, ❑ Modified Units ❑ N/A
Number
Maximum
Plan
Specification
Device
of Units
Capacity
Manufacturer
Location
Sheet
Page
Number
Number
Effluent Flow Measuring Device
1
120 gpm
BadgerMetcr
afterrtdose
N-4.2
21
tak
Select
Select
Select
Select
Select
DISTRIBUION PUMP / DOSING TANK (IF APPLICABLE): ® New Units, ❑ Modified Units ❑ N/A
Plan Sheet
Specification
Reference
Reference
Internal dimensions (L x W x H or cp x H)
10.5 ft
1 5.33 ft
5 ft
N-5.3
21
Total volume
280 W 2094 gallons
N-5.3
talcs
Dosing volume
9g ft3 733 gallons
N-5.3
talcs
Audible &visual alarms
t • _
f s
N-5.3
21
44
Equipment to prevent irrigation during rain events
Y
FORM: RWG 06-16 Page 8 of 9

VIII. DESIGN INFORMATION FOR EARTHEN STORAGE IMPOUNDMENTS: 15A NCAC 02U .0402
IF MORE THAN ONE IMPOUNDMENT PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any earthen reclaimed water storage impoundments located at the generator site? ® Yes or ❑ No
✓ If no, then strip the remaining items in Section VIII.
2. What is the storage impoundmenttype? Select
3. Storage Impoundment Coordinates (degrees, minutes, seconds): Latitude: _° _' _" Longitude:
Datum: Select Level of accuracy: Select Method of measurement: Select
4. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
✓ If Yes, has the required NPDES penmit been obtained to authorize the discharge of reclaimed water? ❑ Yes or ❑ No
➢ Provide the NPDES permit number : or the date when NPDES application was submitted:
5. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? [] Yes or ❑ No
6. Is the impoundment designed to receive surface runoff? ❑ Yes or ❑ No
✓ If yes, what is the drainage area? 112, and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
7. Will the reclaimed water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
8. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
✓ If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater
than I x 10-7 cm/s? ❑ Yes, ❑ No or ❑ N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface water
or groundwater standards will not be contravened? ❑ Yes or ❑ No
✓ If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom elevation,
how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
10, if applicable, provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No or ❑N/A
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
❑ Clay
Synthetic
Top of embankment elevation:
2081 ft
❑ Other
❑ Unlined
Liner hydraulic conductivity:
0 cm/s
Freeboard elevation:
2079 ft
Hazard class:
Medium
Toe of slope elevation:
2079 ft
Designed freeboard:
2 ft
Impoundment bottom elevation:
2075 ft
Total volume:
9792 ft3
73249 gallons
Mean seasonal high water table depth:
2056 ft
Effective volume:
4789.3 ft3
35826.7 gallons
Embankment slope:
3 : 1
Effective storage time:
5 days
Top of darn water surface area:
2978 ft2
Plan Sheet Reference:
N-4.3
Freeboard elevation water surface area:
2020 ft2
Specification Section:
3.5
Bottom of impoundment surface area:
453 ft2
FORM: RWG 06-16 Page 9 of 9

Professional Engineer's Certification:
I, %' attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied hi the engineering plans, 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 NC General Statutes 143 215.6A and 143-215.613, any person who knowingly makes any false statement, representation,
or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as
well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: .......
Applicant's Certification (signing authority must be in compliance with 1.5A NCAC 021' .0106):
(signing authority name --- PLEASE
ISISIOGNT
(title)
attest that this application for _ CER U I N ( W f ` I J
(facility name)
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 h; an immediate enforcement action that may include civil penalties,
injunctive relief, and/or crinimal prosecution. I will make no claim against the Division of Water Resources should a condition of this
permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has ngrge n convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstandicivil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule,, d do not h e any o erdue amival fees wider Rule 15A NCAC 02T .0105. Note: In accordance with NC General
Statutes 143-215.6A�u 1 3-21 .6B, any person who knowingly makes any false statement, representation, or certification in any
application package hal b gui y of a Cla s 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties
up to $25,000 per A ati 111
f
Signature: 1 / I�� 1 / Date:
FORM: RWG 06-16 Page 10 of 9

State of North Carolina
Department of Environmental Quality
Division of Water Resources
'' = <.-•:- = =: ° ` ' 15A NCAC 02U — RECLAIMED WATER SYSTEMS — NON -CONJUNCTIVE UTILIZATION
Division of Water Resources INSTRUCTIONS FOR FORM: RWNC 06-16 & SUPPORTING DOCUMENTATION
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 additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quali(y Permitting Section's Non -Discharge Permitting Unit wehsite.
General — This application is for projects involving the non -conjunctive use of reclaimed water. Non -conjunctive use means that
reclaimed water utilization is required to meet the wastewater disposal needs of the facility (the reclaimed water utilization
is not optional). Unless otherwise noted, the Applicant shall submit one original and two conies of the application
and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information (FORM: RWPI) form.
Note that use of reclaimed water for the purpose of wetland augmentation requires submittal of FORM: RWWA.
A. Non -Conjunctive Use of Reclaimed Water (FORM: RWNC 06-16) Application (All application packages):
® Submit the completed and appropriately executed Non -Conjunctive Use of Reclaimed Water (FORM: RWNC 06-16) form.
Please do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions,
attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to
which they refer.
® The user name in Item II.1. shall be consistent with the user name on die plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 8 of this form shall be signed, sealed and dated by a North Carolina licensed
Professional Engineer.
® The Applicant's Certification on Page 8 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. 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).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
B. Property Ownership Documentation (All Application Packages involving new or expanding uses of reclaimed water):
® Per 15A NCAC 02U .0202(f), the Applicant shall provide property ownership documentation for all reclaimed water utilization
sites. Property ownership documentation shall consist of one (or more) of the following:
® Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Ali easement running with the land specifically indicating the intended use of the property and meeting the requirements
of 15A NCAC 021, .0107(f), or
❑ A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat or
survey map.
0.3
AUG z9zo,9 D
Water Quality Regional Operations
Asheville Regional Offie©
Dr, L.0
NCDEQ,D WR
2 2 AUG 2019
Non -'Discharge
Permitting Unit
INSTRUCTIONS FOR FORM: RWNC 06-16 & SUPPORTING DOCUMENTATION Page] of4

C. Soil Evaluation for Non -Conjunctive Irrigation Systems (For application packages including new irrigation areas not previously
approved)
❑ Per _l5A NCAC 02U .0202(b), submit a soil evaluation of the irrigation site(s) that has been signed, sealed and dated by a North
Carolina Licensed Soil Scientist and includes at a minimum:
❑ The report shall identify all the proposed irrigation sites with project name, location, and include a statement that the areas
were reconunended for the proposed reclaimed water utilization activity.
❑ A field description of soil profile, based on examinations of excavation pits and auger borings, within seven feet of the
land surface or to bedrock describing the following parameters by individual diagnostic horizons:
❑ Thickness of horizon ❑ Texture ❑ Color and other diagnostic features
❑ Structure ❑ Internal drainage ❑ Depth, thickness, and type of restrictive horizon(s)
Presence or absence and depth of evidence of seasonal high water table (SHWT)
❑ Provide all soil boring logs performed at the site.
❑ Annual hydraulic loading rates shall be based on in -situ measurements of saturated hydraulic conductivity in the most
restrictive horizon for each soil mapping unit.
❑ Maximum reclaimed water application rate for each irrigation area.
❑ A representative soils analysis (Standard Soil Fertility Analysis) conducted on each irrigation site. The Standard Soil
Fertility Analysis shall include the following items:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
❑ A soil reap delineating soil mapping units within each utilization site and showing all physical features, location of pits
and auger borings, legends, scale, and north arrow.
❑ Guidance on completing soil evaluations for non -conjunctive reclaimed water systems is provided in the Soil Scientist
Evaluation Policy.
D. Agronomist Evaluation (For application packages that include new irrigation areas not previously approved):
❑ Per i SA NCAC 02U .0201(h) or .0202 i submit an agronomist evaluation that has been signed, sealed and dated by a qualified
professional and includes at a minimuun:
❑ Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
❑ Plant available nitrogen calculations for each cover crop using the expected effluent concentrations and appropriate
mineralization and volatilization rates.
❑ Historical site consideration, soil binding and plant uptake of phosphorus.
❑ Seasonal irrigation restrictions, if appropriate.
❑ Management plan for all specified crops.
E. Hydrogeologic Report (For systems treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02U .0202(e), submit a detailed hydrogeologic investigation that has been signed, sealed and dated by a North
Carolina Licensed Geologist a North Carolina Licensed Soil Scientist or a North Carolina licensed Professional Engineer and
includes at a minimum:
❑ A description of the regional and local geology and hydrogeology based on research of literature for the area;
❑ A description, based on field observations of the site, topographic setting, streams, springs, and other groundwater
discharge features, drainage features, existing and abandoned wells, rock outcrops, and other features that may affect
the movement of treated wastewater;
❑ Changes in lithology underlying the site;
❑ Depth to bedrock and occurrence of any rock outcrops;
❑ They hydraulic conductivity and transmissivity of the affected aquifer(s);
❑ Depth to the seasonal high water table;
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic/hydrogeologic
features;
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationnship of the system to groundwater receptors, grotmdwater discharge features,
and groundwater flow media;
❑ A mounding analysis to predict the level of the seasonal high water table after reclaimed water augmentation.
❑ A mounding analysis to predict the level of the seasonal high water table after reclaimed water augmentation.
❑ Note: Guidance on completing Hydrogeologic Evaluations is provided in the Hydrogeologic Investigation and Reporting
Policy, the Groundwater Modeling Policy, and the Performance and Analysis of Aquifer Slug Tests and Pumping Tests
Policy.
INSTRUCTIONS FOR FORM: RWNC 06-16 & SUPPORTING DOCUMENTATION Page 2 of 4

F. Water Balance (For all application packages that include wet -weather storage located at the non -conjunctive user site, changes in
flow, or changes in storage):
❑ Per I SA NCAC 02U .0202(k), submit a water balance that has been signed, sealed and dated by a qualified professional and
includes at a minimum:
❑ The water balance should be run over at least a two year iteration, should consider precipitation into and evaporation from
all open atmosphere storage impoundments, and should use variable number of days per month and include:
❑ Precipitation based on the 801 percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a
minimum of 30 years of observed temperature data.
❑ Soil drainage based on the geometric mean of the in -situ KsAT tests in the most restrictive horizon and a drainage
coefficient ranging from 4 to 10% (unless otherwise technically documented).
❑ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
❑ Depth to the SHWT and lateral groundwater movement.
❑ Nutrient limitations and seasonal application times to ensure reclaimed water is applied at appropriate agronomic
rates.
❑ Note: Guidance on completing a water balance for non -conjunctive systems is available in the Water Balance Calculation
PRE C—Y .
G. Engineering Plans (All Application Packages):
® Per 15A NCAC 02U .0202(c)(1), submit standard size and I I x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional EnOneen
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
® Location and details of all distribution piping, valves, flow meters, etc.
® Plan and profile views of all onsite storage units including inlet and outlet (if applicable) structures.
❑ The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
❑ Each nozzle/emitter and their welted area influence, and each irrigation zone labeled as it will be operated.
❑ Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
® For irrigation of food chain crops, plans shall clearly show the method of irrigation (i.e. direct or indirect).
❑ For automated irrigation systems, provide the location and details of the precipitation/soil moisture sensor.
® 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 specifications. However, tine plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
H. Specifications (All Application Packages):
® Per 15A NCAC 02U .0202(c), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional En>hE neer.
® At a minimum, the specifications shall include the following items:
® Table of contents with each section/page numbered.
® Detailed specifications for tine proposed reclaimed water utilization system, including all piping, valves, pumps, flow
meters, high water alarms, cross connection controls, etc. For irrigation systems, include details for spray heads mid/or
drip emitters.
® Detailed specifications for any onsite storage units, including dimensions, storage volume, liner requirements, etc.
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilfing, compacting, fencing, seeding, etc.)
® Materials (i.e., concrete, masonry, steel, painting, 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, including leakage, pressure and liner testing.
® 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.
1. Engineering Calculations (All Application Packages):
® Per I SA NCAC 02U .0202(c), submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional En ig neer.
® At a minimum, the engineering calculations shall include the following items:
® Total and effective storage calculations for each storage unit;
® Friction/total dynamic head calculations and system curve analysis for each pump used;
® Manufacturer's inforniation for all pumps, flow meters, spray heads/emitters, etc;
® Flotation calculations any storage units constructed partially or entirely below grade;
® For irrigation systems, demonstrate the designed maximum, precipitation and annual loading rates do not exceed the
recommended rates;
❑ For non -irrigation uses, demonstrate how reclaimed water usage was determined.
INSTRUCTIONS FOR FORM: RWNC 06-16 & SUPPORTING DOCUMENTATION Page 3 of

J. Site Map (All Application Packages):
® Per 1 SA NCAC 02U .0202(d), submit standard size and 11 s 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Surveyor.
❑ For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
® At a minimum, the site map shall include the following:
® A scaled map of the utilization site with topographic contour intervals not exceeding 10 feet or 25 percent of total site
relief and showing all facility -related structures and fences within the reclaimed water storage and utilization areas.
❑ Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all reclaimed water storage and
utilization sites.
® Setbacks as required by 15A NCAC 021J .0701.
® Site property boundaries within 500 feet of all reclaimed water storage and utilization sites.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RWNC 06-16 & SUPPORTING DOCUMENTATION Page 4 of 4

State of North Carolina
Department of En«romnentaI Quality
DiAsion of Water Resources
blvislon of 'Water Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — NON -CONJUNCTIVE UTILIZATION
FORM: RWNC 06-16
I. CONTACT INFORMATION:
1, Applicant's name: Cervnni Fanns, Inc.
Mailing address: P.O. Box 32660
City: Detroit State: M1 Zip: 48232-
Telephone number: 519 322-1959 Email Address: saieeshn e,lakesideproduce.com
2. Signature authority's name: Chris Cervini (per I SA NCAC 02T .0106) Title: President
3. Consulting Engineer's name: Mark Brooks License Number: NCO26539
Associates, P.A.
Mailing address: 17 Arlinaton Street
City: Asheville State: NC Zip: 28801-
Telephone number: (828 232-4700 Email Address: [e-mail]
4. Consulting Soil Scientist's name: N/A License Number: Firm:
Mailing address:
City: State: Zip: -
Telephone number: (_) _- Email Address:
5. Consulting Geologist's name: N/A License Number: Finn:
Mailing address:
City: State:
Zip:
Telephone number: (--) _-
Email Address:
6, Consulting Agronomist's name: N/A Firm:
Mailing address:
City: State:
Zip: -`
Telephone number: (_) =
Email Address:
1:1. USER INFORMATION
1. Reclaimed water user name(s): Same as applicant
City: Mills River State: NC
Zip: 28759-_
Firm: Brooks Engineering
User facility physical address: 648 Ladson Road
County: Henderson
FORM: RWNC 06-16 Page 1 of 9

2. Facility status: Proposed
3. What is tite proposed beneficial use(s) of the reclaimed water in accordance with 15A NCAC 02U .0101(a) ?
(Check all that apply)
❑ Irrigation (non food crop) ® Irrigation (food chain crops) ❑ Industrial process water make up
❑ Cooling towers ❑ Chiller/Boiler makeup ❑ Urinal/Toilet flushing (non-residential)
❑ Fire protection (non-residential) ❑ Other (specify):
4. Amount of reclaimed water to be used: 7010 gallons per day
5. Does the reclaimed water source facility already have a permit for generation of reclaimed water? ❑ Yes or ® No
✓ If Yes, list permit number:
✓ IfNo, then the Reclaimed Water Generation application (FORM: RWG) must also be included in this package.
IL USER INFORMATION (Continued)
6. Explanation of how usage volume was calculated: NCACO2T .0114 - 96 people in work camp and 50 employ
7. In accordance with 15A NCAC 02U .0501(a)(2) and (b)(2), how will the public and/or employees be notified about the use of
reclaimed water? signs on irrigation water tankage
8. Specify the location within the application package where examples of notification materials can be found: Sheet N-1
III. UTILIZATION AREA SETBACKS (15A NCAC 02U .0701)
1. Provide the actual mininnum distance in feet from the storage twits and utilization areas to each item listed (distances greater
than 500 feet may be marked NIA):
Final Effluent Storage
Setback Parameter
Utilization Areas
Units
Required
Actual
Required
Actual
Any private or public water supply sourceRN
'
tt=t
`
100
441
Any property line
--r-4y
w `, }
OEM -
F -.
50
365
s
Any well with exception of monitoring wells
100
>500
100
441
Surface waters (streams — intermittent and perennial,
100
NA
50
NA
perennial waterbodies, and wetlands) classified as SA
Surface waters (streams -- intermittent and perennial,
25
>150
50
125
perennial waterbodies, and wetlands) not classified as SA
2. Do the utilization areas and storage units comply with all setbacks found in the river basin rules 0 5A NCAC 2B .0200)?
® Yes or ❑ No
✓ If no, list non -compliant setbacks:
3. Are any setback waivers required ht order to comply with 15A NCAC 02U .0701? ❑ Yes or ®No
✓ If yes, have these waivers been written, notarized signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
✓ if yes, has a Non -Discharge Wastewater System Waiver (FORM: NDWSW) been included with this application package?
El Yes or❑No
FORM: RWNC 06-16 Page 2 of 9

IV. DESIGN CRITERIA FOR UTILIZATION AND DISTRIBUTION SYSTEMS (15A NCAC 02U .0402 and .0403)
1. Fill in the table below to indicate the location in the plans and specifications where the following items can be located:
Distribution System Design Element
Plan Sheet
Specification Page
Number
Number
Labeling of valves, storage facilities, and outlets to inform the public or
employees that reclaimed water is not untended for drinking in
N-3.1
21
accordance with 15A NCAC 02U .0403(b)
Identification of piping, valves, and outlets as reclaimed water
(i.e., color coding purple, labeling, taping, etc.) in. accordance with 15A
N-3.1
7
NCAC 02U .04031c) a
Method of securing valves and outlets the permits operation by
N-3.1
21
authorized personnel only in accordance with 15A NCAC 02U .0403fd)
Hose bibs locked for use by authorized personnel in accordance with
15A NCAC 02LJ .0403fe)
N-5.4
NA
a. Identification of existing unndergrotutd distributions systems shall be incorporated within 10 feet of crossing any water line
or sanitary sewer line.
2. Will potable water be used to supplement the reclaimed water system? ® Yes or ❑ No
✓ If yes, what cross connection control measures will be taken in accordance with 15A NCAC 021J .0403(fl? Effluent
pumped to tank contianing only recycled water, not potable water.
Plan Sheet Number Specification Page Number
✓ If yes, is documentation that the proposed cross -connection control measures have been approved by the Division of
Environmental Health's Public Water Supply Section included in this application package? ❑ Yes or ® No
3. What is the method to provide power reliability? Facility wide backup generator with ATS on main panel
4. Will a certified operator of a grade equal or greater than the facility classification be on call 24 inrs/day? ® Yes or ❑ No
5. Will each utilization area be equipped with a flow meter to measure the volume of reclaimed water used? ® Yes or ❑ No
FORM: RWNC 06-16 Page 3 of 9

V. DESIGN INFORMATION FOR EARTHEN STORAGE E%IPOUNDMENTS: 15A NCAC 02U .0401
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any earthen reclaimed water storage impoundments located at the utilization site(s)? ® Yes or ❑ No
✓ If no, then skip the remaining items in Section V. and proceed to Section VI.
2. What is the storage impoundment type? Operational Storage only
✓ For required wet weather storage, does the amount of storage provided meet or exceed the amount of required storage
calculated in the Water Balance (Instruction F)? ❑ Yes or ® No
3. Storage Impoundment Coordinates (Decimal Degrees): Latitude: ° Longitude: - °
4. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ® No
✓ if Yes, has the required NPDES permit been obtained to authorize the discharge of reclaimed water? ❑ Yes or ❑ No
➢ Provide the NPDES permit number : or the date when NPDES application was submitted:
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ® No
If yes, what is the drainage area? ft2
6. is a liner provided with a hydraulic conductivity no greater than 1 X 10 ' cm/s? ® Yes or ❑ No
If No, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
7. What is the depth to bedrock from the earthen impoundment bottom elevation? >15' ft
✓ If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater
than I x 10a cm/s? ❑ Yes, ❑ No or ® N/A
Y If Yes, has the Applicant provided predictive calculations or modeling demonstrating that surface water or
groundwater standards will not be contravened? ❑ Yes or ❑ No
✓ If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ® N/A
8. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom elevation,
how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)? Impouundment all in fill
9. If applicable, provide the specification page references for the Iiner installation and testing requirements: 20
10. if the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ® Yes or ❑ No
11. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Luier type:
❑ Clay
®Synthetic
Top of embankment elevation:
2081 ft
❑ Other
I ❑ Unlined
Liner hydraulic conductivity:
0 cm/s
Freeboard elevation:
2079 ft
Hazard class:
Medium
Toe of slope elevation:
2079 ft
Designed freeboard:
2 ft
Impoundment bottom elevation:
2075 ft
Total volume:
9792 V
73249 gallons
Mean seasonal high water table depth:
2056 ft
Effective volume:
4789.3 ft'
35826.7 gallons
Embankment slope:
3 : I
Effective storage time:
5 days
Top of dam water surface area:
2978 ft'
Plan Sheet Reference:
N-4.3
Freeboard elevation water surface area:
2020 ftZ
Specification Section:
3.5
Bottom of impoundment surface area:
453 ft2
FORM: RWNC 06-16 Page 4 of 9

r
VI. DESIGN
INFORMATION FOR NON -CONJUNCTIVE IRRIGATION SYSTEMS
1. Will reclaimed water be used for irrigation? ® Yes or ❑ No
✓ If no, then skip the remaining items in Section VI., and proceed to Section VII.
2. The irrigation system is: ❑ existing ® proposed
3.. The irrigation system is: D, rip
4. Does the irrigation area contain any subsurface drainage structures? ❑ Yes or ® No
✓ If yes, where does the drainage system discharge?
5. Provide the minimum depth to the seasonal high water table within the irrigation area: NA
NOTE: The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
6. Provide the equipment information below for spray and/or drip systems:
Spray Utilization Design Element
Plan Sheet
Number
Specification
Page Number
Wetted diameter of nozzles
ft
Wetted area of nozzles
ft'-
Nozzle capacity
gpm
Nozzle manufacturer / model
/
Drip Utilization Design Element
Plan Sheet
Number
Specification
I Page Number
Wetted area of emitters
R,
Distance between laterals
ft
Distance between emitters
ft
Emitter capacity
gpm
Emitter manufacturer / model
/
7. If applicable, provide the location of each design element in the specifications and engineering plans for irrigation dosing
systems:
Utilization Pump Tank
Plan Sheet
Specification
Number
Page Number
internal dimensions (L x W x H or (p x H)
ft
ft
ft
Total volume
ft, gallons
Dosing volume
ft3 gallons
Audible & visual alarms
Equipment to prevent utilization during rain events
FORM: RNVNC 06-16 Page 5 of

VI, DESIGN INFORMATION FOR NON -CONJUNCTIVE IRRIGATION SYSTEMS (Continued)
S. Provide the following information for each irrigation zone within the system:
Zone
Latitude'
Longitude •
Area
(fe,
Recommended
Loading Rate b
(ialbr)
Recommended
Loading Rate b
(In/yr)
Design
Precipitation
Rate b(inlhr)
Design Annual
Loading Rate b
(in/yr)
Soil
Series
Crop
Type
Waterbody
Stream Index
No, e
Clamiftealion
' Level oraccuracy? Select Method ofineasurement?Select Datum? Selec
b. For seasonal loading rates, list appropriate months.
Instructions for determining the svaterbody stream index number and its associated classification can he found hen:
h11n.;/huJenrs],antatonatts.comis3h•nuhliclR'aicm°o2ftUoalih/Aooiter°e201'rotcctionml AlArlemmcnts/1VSCA°'�OOR•Il mpd1'
FORM: RWNC 06-16 Page 6 of 9

VI. DESIGN INFORMATION FOR NON -CONJUNCTIVE IRRIGATION SYSTEMS (Continued)
9. Provide the following cover crop information to demonstrate the reclaimed water will be applied at or below agronomic rates:
Cover Crop
Soil Series
%Slope
Nitrogen Uptake Rate
r
Phosphorus UptakeIbs/ac•
Rate bs/ac•yr
Tomatos
NA
0
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained: Grower
b. Proposed nitrogen mineralization rate:
c. Proposed nitrogen volatilization rate:
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: ft2
e. Minimum irrigation area from the Agronomist Evaluation's phosphors balance: ft2
f. Minimum irrigation area fiom the water balance: ft2
VII. LOCATION INFORMATION FOR NON -CONJUNCTIVE UTILIZATION AREAS (other than irrigation)
1. Will reclaimed water be utilized for purposes other than irrigation? ❑ Yes or ® No If No, slip this Section.
2. Provide the following information for all other reclaimed water utilization sites (non -irrigation):
Site ID
Latitude'
Longitude e
AlIowable Use
Waterbody
Stream Index No. b
Classification b
0 1 11
_ 0 1 11
0 1 11
_ 0 1 11
0 1 it
- 0 1 it
0 1 11
- 0 1 11
0 1 It
- 0 r u
0 I 11
- 0 1 11
0 1 r1
- 0 1 rr
0 1 11
- 0 1 r1
0 1 rr
- 0 1 11
0 1 If
- 0 r It
o r 11
a r n
a Level of accuracy? Select Method of measurement? Select Datum? Select
b. Instructions for determining the waterbody stream index number and its associated classification:
littus://ncdenr.s3.amazonaws.com/s3fs-ixiblic/Water%2OOuality/Aquifer%2OProlection/I AU/Aerecments/WSCA%2008 13 udf
FORM: RWNC 06-16 Page 7 of 9

VIII. IRRIGATION OF FOOD CHAIN CROPS
1. Will the system be used to irrigate food chain crops? ® Yes or ❑ No
2. If Yes, please complete the flowchart below by checking the appropriate yes/no responses. If No, skip this Section.
Will the portion of the crop intended for
human consumption be peeled, skinned,
cooked, or thermally processed prior to
human consumption?
Yes
Type 1 reclaimed water
allowed pursuant to (I M
NCAC 02t.J .0301(b)), for
direct or indirect contact
irrigation.
No
Will the irrigation activity result in the
direct contact of reclaimed water on
the portion of the crop intended for
human consumption (direct contact
irrigation)?
Yes
This activity is not allowed
without further shidy pursuant
to 15A NCAC 02U .1401(a)(5).
No
Type 2 reclaimed water
allowed pursuant to
15A NCAC 02U .0301(a), for
indirect contact irrigation.
3. What type of notification will be provided at the irrigation site(s) to inform the public about the use of reclaimed water in.
accordance with 15A NCAC 02U .14019 yes,
FORM: RWNC 06-16 Page 8 of 9

Professional Engineer's Certification:
1, YeAZ& attest that this application for
has been reviewed by me and is accurate, complete
and consistent with the information supplied in the engineering plans, 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 tinder my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: Ill accordance with NC General Statutes
143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application
package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T .0106):
nERVINI ?16S I DQ\j 7-
(signing authority name —PLEASE PRINT) y (title)
attest that this application for ` 1g U
(facility name)
has been reviewed by me and is accurate and complete to the best of uny 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. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachna ,e not included, this application package will be returned to me as incomplete. I further certify
that the applicant or ny affiliate ha not b en convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, d es of have an o no'
g civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active complian a scl edu e, and o not ha a any overdue annual fees under Rule 15A NCAC 02T .0105. Note: In accordance with NC
General Statute 143- 15 6A an 143-215. B, any person who knowingly makes any false statement, representation, or certification in
any application packs a hall b guilty of Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up to 25,00 r vio tion.
Signature:
Date: �l9 11 C L 01
Q3
FORM: RWNC 06-16 Page 9 of 9

I
Planning & Project Management / Civil Engineering
Surveying / Environmental Engineering & Services
ROODS 17 Arlington Street / Asheville NC 28801
ENGINEERING ASSOCIATES www.brool(sea.com / 828-232-4700
LAKESIDE PRODUCE GREENHOUSE FACILITY
HENDERSON COUNTY NORTH CAROLINA
RHCLAIME® WASTEWATHR Sy TEM
SPEC/F/CAT/®RJS
PREPARED FOR:
LAKESIDE PRODUCE
1 32 ELLI❑T ST.
LEAMINGTON, ❑NTARIO, NSH 1 A4
CANADA
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
yt tt1tx0t11 11[pill,
_
DE Q/�$�
ERCvIVED
T
AUG 2019ar
itting Unit
ORIGINAL: AUGUST IS, 201 9
SROOKS ENGINEERING ASSOCIATES PROJECT NO.: 474S 1 8

_ TABLE OF CONTENTS
1.0 System Summary & Project Information.....................................................................1
1.1 Summary & Design Parameters......................................................................... 1
1.2 Contacts............................................................................................................ 4
1.3 Scope & Qualifiers............................................................................................. 4
2.0 Piping & Collection System.........................................................................................6
2.1 Location of Sanitary Sewage Systems ............................
2.2 Sizing & Material................................................................................................. 6
2.3 Burial..................................................................................................................................7
2.4 Steep Slope Installation
2.5 Trenching & Installation 8
2.6 Testing..................................................................................................................9
2.7 Grease Traps.......................................................................................................11
2.8 Grinder Pumps...................................................................................................12
2.9 Valvin
3.0 Treatment System..........................................................................................................13
3.1 Treatment System Overview..............................................................................13
3.2 Equalization System..........................................................................................14
3.3 Aerobic Treatment System................................................................................15
3.4 Backup Generator..............................................................................................20
3.5 5-day Upset Storage..........................................................................................20
3.6 Final Dosing Tank...............................................................................................21
3.7 Final Storage Tank.............................................................................................22
3.8 Security...............................................................................................................22
4.0 Site Preparation.................................................................................................22
4.1 Clearing & Grubbing
4.2 Seeding & Mulching...........................................................................................23
4.3 Erosion Control..................................................................................................22
5.0 Inspection And Monitoring Proceedings.........................................................24
5.1 Pre -Construction Meeting..................................................................................24
5.2 Intermediate Inspection of the System...............................................................24
-' 5.3 Final Inspection & Start-Up................................................................................24
5.4 Operation & Maintenance...................................................................................25
5.5 Residuals Management Plan..............................................................................25
5.6 Education Program
6.0 Product Information Sheet
6.1 Flow Diagram for Hydroponic Irrigation System
6.2 Submittal Sheets for Precast Tanks & Effluent Filters
6.3 Submittal Sheets for EZ Treat & UV System
6.4 Submittal Sheets for Pumps
ii

I
11 1.0 SYSTEM SUMMARY & PROJECT INFORMATION
1.1 Summary & Design Parameters
These specifications and accompanying engineering plans are for a reclaimed wastewater
treatment system to serve the Lakeside Produce greenhouse facility located in Henderson
County North Carolina. The facility is to be built in two phases with Phase 1 consisting of 18.98
acres of greenhouse and Phase 2 consisting of 11.87 acres of greenhouse. As part of the
facility two work camp bunk houses are to be built each housing 48 seasonal workers. These
Specifications and Engineering Plans are for both Phases of construction.
The treated wastewater is to be utilized in the hydroponic irrigation system in the greenhouses.
1
The hydroponic system utilizes a flowing tray system to grow tomatoes. No irrigation water is
sprayed on the fruit. Irrigation water continuously flows in a tray system through the soil media
and root system for the plants. Only the plant roots come in to contact with the irrigation water.
I
The irrigation water is a closed loop whereby flowing water that has been through the
hydroponic tray system is collected, filtered, disinfected, and replenished with the growth
formula (nutrients, etc). Refer to Section 6.1 for a flow diagram of the hydroponic system. The
J greenhouses need on average 10 liters/mvday (0.24542 gal/sf/day) of greenhouse for "make-up
water" (water taken up by plants or last through evapotranspiration) daily. The make-up water is
to be supplied by a combination of well water, the public water system supplied by the City of
Hendersonville, and reclaimed wastewater. The water requirements for each phase are
identified below.
Add9
No.
Flow/Unit
Irrigation
% by
Water Requirements
Units
Units
gal
Water pd
Reuse
Phase 1 Irrigation system Make-up Water
ft2
829818
0.24542
203,657
3.4%
Phase 2 Irrigations stem Make-up Water
ft3
514879
0.24542
126,364
2.1 %
The proposed Design Flow is 7,010 based on the flow rates as depicted below from NCAC 02T
.0114.
iii

PHASE 1
USE
Units
No.
Units
Flow/
Unit
Design Flow
d
Work Camps with toilets
beds
96
60
5760
Non -camp Greenhouse Workers - Daily
per
50
25
1250
Total
7010
The design effluent parameters are based upon NCAC O2U Type 2 standards as follows.
EFFLUENT — Type 2
Average
Daily
Max.
BOD5 (mg/1)
5
10
TSS (mg/1)
5
10
NHs (mg/1)
1
2
Fecal Coliform (col/100 mL)
3
25
Coliphage (col/100 ml-)
5
25
Clostridium (col/100 mL)
5
25
Turbidity NTU)
5
5
I
The wastewater treatment facility (WWTF) consists of anoxic septic tank treatment, an EZ
TreatTm recirculating fixed media aerobic treatment system, disc filtration, and UV disinfection.
The treatment system design provides for duplicity of all major components to allow for
operation during maintenance of major components.
1.2 Contacts
Engineer — Mark Brooks, PE, Brooks Engineering Associates [phone]
Owner Contact — Sajeesh Nambiar, Lakeside Produce [phone]
EZ Treat — Mike Stidham [phone]
1.3 Scope & Qualifiers
This specifications manual is intended only for the use of permitting and construction of the
intended wastewater treatment facility. Any changes to these plans and specifications shall be
approved by the Project Engineer. Any changes in layout of equipment not approved shall
release the Engineer of any potential liability associated with the system.
The maintenance and operation of the system are to be in accordance with the Operation &
Maintenance Plan provided as a separate document. Monitoring requirements and discharge
4
J

J
limitations are detailed in the NCDEQ Non -discharge Permit. Operational Agreement shall be in
accordance with 15A NCAC 02T .0115.
Notify Engineer in sufficient time to permit inspection of underground work before backfilling is
initiated. A final inspection shall be required with the Owner, Engineer, NCDEQ representative,
and Contractor. Only the set of engineering plans with revision labeled "RELEASED FOR
CONSTRUCTION" shall be utilized for construction.
All specifications are subject to North Carolina Laws and Rules for Waste Not Discharged to
Surface Waters 15A NCAC O2U — Reclaimed Water regulations and North Carolina State
Plumbing Code and North Carolina State Electrical Code, where applicable.
Specific component manufacturers are specified on the engineering plans and herein. The
specific component manufacturers are identified only to set a standard for performance and
quality. "Or Equal" substitutions are allowed but only as approved as such by the project
engineer. In the event that the Owner or Contractor or another supplier proposes an alternate
component to the specified manufacturer or component type, certain procedures must be
followed. If proposing an alternate, the Contractor (supplier) must submit, no less than 15
business days in advance of the bid date (if during the bid review period) or 15 days prior to the
need for installation. If needed, the contractor must provided a system hydraulic analysis based
on the proposed component (including pipe sizes, flows, velocities, retention times, etc.), a list
of exceptions to the governing specifications herein and/or demonstration of compliance to of
these specifications. 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 or installation 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).
5

2.0 PIPING & COLLECTION
The collections system consists of the tankage and pump systems located at the bunkhouses
and forcemain to convey the raw wastewater to the treatment facility. Plumbing for the packing
house and offices is to be conveyed to the initial WWTF manhole under a gravity flow system
but the service line location is unknown at this juncture.
2.1 Location Of Sanitary Sewage Systems
The setbacks for wastewater treatment and storage facility are per 15A NCAC 02U .0700 and
summarized below:
TREATMENT & STORAGE• SETBACKS
(feet),
Any private or public water supply source
100
Surface Waters
50
Wells, with the exception of monitoring wells
100
Property Line
1 0
_. These setbacks are depicted on the Engineering Plans and shall be maintained in construction.
J 2.2 Sizing & Material
Gravity flow pipe and fittings shall be SDR 35 Schedule 40 PVC with solvent -cemented or
gasketed joints (ASTM D3034) for all gravity lines. Gravity lines shall maintain a minimum slope
of 1/8-inch fall per lineal foot. No public gravity sewer main conveying wastewater shall be less
than 8 inches in diameter. No private gravity sewer main conveying wastewater shall be less
than 6 inches in diameter. Individual residential gravity sewer main lines shall not be less than 4
inches in diameter. Building sewers shall be in accordance with the state plumbing code and
J approved by the local building inspector.
Pressure sewer lines shall be Schedule 40 SDR 21 PVC with gasketed joints (ASTM D-2241) of
a size as specified on the Engineering Plans. Line sizes will vary depending upon flow and shall
be sized to insure a fluid velocity of greater than 2 feet per second but no greater than 8 feet per
second unless provisions are made for securing pipes (anchors and thrust blocks). Line
materials shall be based upon calculated line pressures not exceeding the specified working
pressure for a specified pipe material.
C

JPiping from the final dose tank to the Return irrigation water tank (reclaimed water distribution
piping and valves) shall be colored purple (Pantone 522 or equivalent) and embossed, or
integrally stamped "CAUTION: RECLAIMED WATER — DO NOT DRINK". The warning shall be
on offsite sides of the pipe and repeated every three feet or less. Identification shall be at least
- three inches wide with white or black lettering.
2.3 Burial
Bedding and installation shall be consistent with ASTM Standard F 667. These specifications do
not cover interior or initial building connections. The following are general location and
separation guidelines:
♦ Typically a 3-foot minimum cover shall be maintained on all sewer lines.
♦ Sewer transfer lines from top -feed manifolds down to drip lateral lines may be buried
less than 3 feet as all lines shall be installed to drain to the drip irrigation laterals and
will de -pressurize between doses.
♦ Sewer lines may cross a water line if 18 inches clear separation is maintained, with
the sewer line passing under the water line. The sewer line shall be constructed of
_l ductile iron pipe and the water line shall be constructed of ferrous material equivalent
to water main standards for at least 10 feet on either side of each crossing.
J ♦ Sewer lines may cross a storm drain if at least 12 inches of clear separation is
maintained or the sewer pipe is of ductile iron or encased in ductile iron pipe for at
least 5 feet on either side of the crossing.
♦ Sewer lines may cross a stream if at least three feet of stable cover can be
maintained with a horizontal boring or the sewer line is of ductile iron pipe or
encased in ductile iron pipe for at least 10 feet on either side of the crossing and
protect against the normal range of high and low water. Please refer stream impact
permitting regulations and requirements before initiating any stream crossing.
I ♦ A minimum separation of 100 ft from any well is required unless the sewer line is
Jconstructed of pipe materials meeting water main standards. The minimum
separation shall not be less than 25 ft from a private well or 50 ft from a public well.
2.4 Steep Slope Installation
Sewers on 20 percent slopes or greater shall be anchored securely with concrete, or equal, with
the anchors spaced as follows:
a. Not greater than 50 feet center to center on grades 21 % to 35%;
_I
b. Not greater than 35 feet center to center on grades 35% to 50 %; and
7

Jc. Not greater than 25 feet center to center on grades 50% and over.
Mechanical joint restraints (MegalugTM or equivalent) may be substituted for slope anchors.
Mechanical joint restraints must be used on all pipe joints in steep slope conditions if
substituted.
2.5 Trenching
i
J Trench excavation shall conform to the line, depth and dimensions shown on the engineer plan
details. The trench shall be properly braced and shored so that workmen may work safely and
efficiently. If unstable conditions are encountered, the Engineer shall be notified in order that
proper bedding materials may be selected. Trench excavation or excavation for pipelines shall
consist of excavation necessary for the construction of sewers, conduits and other pipelines and
all appurtenant facilities thereof, pipe embedment materials, and pipe protection, insulating and
i sleeving in ductile iron pipe, as called for on the plans. It shall include site preparation,
_I backfilling and tamping of pipe trenches and around tanks and the disposal of waste materials,
all of which shall conform to the applicable provisions of these specifications. When muck,
quicksand, soft clay, swampy or other material unsuitable for foundations or subgrade are
encountered which extend beyond the limits of the excavation, such material shall be removed
and replaced with pipe foundation material as specified in the engineering drawings. Surface
drainage shall not be allowed to enter excavated areas.
Rock encountered in trench excavation shall be removed for the overall width of trench which
shall be as shown on the plans. It shall be removed to a minimum depth of three (3) inches
below the bottom of the pipe. Clean compacted backfill shall replace the excavated rock.
The pipe material listed above shall be installed in accordance with the manufacturer's
recommendations and the requirements of these specifications. All sewer lines shall be laid to
jthe line and grade shown on the plans. No deviations from line and grade shall be made, unless
they have been approved by the Engineer. The pipe interior shall be kept clean before and after
laying by means approved by the Engineer. Pipe ends shall be plugged at the end of each work
day or when work is temporarily stopped. The plugs shall be watertight so that water and debris
will not enter the pipe.
All backfilling shall be done in such manner as will not disturb or injure the pipe or structure over
or against which it is being placed. Any pipe or structure injured, damaged or moved from its
E3

proper line or grade during backfilling operations shall be opened up and repaired and then re-
backfilled as herein specified. Typically backfilling shall be conducted in lifts of no greater than
3 inches and compacted to a minimum 95% Standard Proctor. The Contractor shall be
responsible for insuring adequate testing is performed and demonstrate compliance with these
specifications. Typically testing shall be performed approximately every 500 feet of piping. Any
sections of piping demonstrating excessive trench settlement shall be excavated and re -
compacted and backfilled. Excessive settlement is indicated by the grade above the piping
trench being lower than the undisturbed adjacent natural grade.
The Contractor shall replace all surface materials and shall restore paving, curbing, sidewalks,
gutters, shrubbery, fences, sod, and other surfaces disturbed, to a condition equal to that before
the work began, furnishing all labor and materials incidental thereto as provided elsewhere in
these specifications.
-1 2.6 Testing
All gravity sewer lines shall be tested by Low Pressure Air Exfiltration Testing with the following
steps.
1. All branch fittings and ends of lateral stubs shall be securely plugged at each
manhole. All stoppers shall be adequately braced when required.
2. Air shall be slowly supplied into the plugged pipe line until the internal air pressure
reaches 4.0 pounds per square inch or 4.0 pounds per square inch greater than the
- average back pressure of any ground water that may submerge the pipe. At least
two minutes shall be allowed for temperature stabilization before proceeding further.
3. Calculate the pressure drop as the number of minutes for the air pressure within the
pipeline to drop from a stabilized pressure of 3.5 to 2.5 psig.
4. The time allowed for mixed pipe sizes of varying lengths should be calculated as
described in ASTM C828-76T.
5. The following times are for one pipe size only:
Pipe Size (inches)
Time, T
sec/100 ft
Allowable Air Loss, Q.
ft3/min
6
42
2.0
8
72
2.0
10
90
2.5
12
108
3.0
15
126
4.0
18
144
5.0
21
180
5.5
24
216
6.0
N

---]
1 27 252 6.5
-_ 30 288 7 7.0
6. The pipe line shall be considered acceptable if the time interval for the 1.0 psi
pressure drop is not less than the holding time listed in the following table.
-I 7. If the test fails, the Contractor will be required to locate the cause of the failure, make
necessary repairs, and repeat all testing of the line until the test.is passed.
For pressure sewer lines the following Hydrostatic Testing Procedure shall be utilized.'
J 1. As a minimum, all sewer force mains shall be tested in accordance with the
i
Hydrostatic Testing Requirements of AWWA C600.
J 2. After pipe has been laid and backfilled, all newly laid pipe or any valve section
thereof shall be subject to a hydrostatic pressure of not less than 150 psi or 1-1/2
times the working pressure, whichever is greater. The duration of the pressure test
shall be two hours. Each valve section of the pipe shall be slowly filled with water.
All air shall be expelled from the pipe while the pipe is being filled and before the
J
application of the specified test pressure. Taps may be required at points of, highest
elevation. These taps are to be tightly plugged after completion of the test.
3. The test pressure shall be applied by means of a pump connected to the pipe in a
manner satisfactory to the Project Engineer. The pump, pump connections, gauges,
J and all necessary apparatus and labor shall be furnished by the Contractor. The
1 Contractor shall calibrate the gauges in the presence of the Design Engineer.
4. A test shall be made only after a part or all of the backfilling has been completed and
at least 36 hours after the last concrete thrust block has been cast with high -early
J strength cement or at least seven (7) days after the last thrust block has been cast
using standard cement.
5. Any cracked or defective pipes, fittings, or valves discovered during hydrostatic
pressure tests shall be removed and replaced with sound material and the test
i
repeated until satisfactory to the Design Engineer. No payment shall be made for
the removal and replacement of defective pipes and appurtenances.
6. Leakage shall be defined as the quantity of water that must be supplied into the
newly laid pipe, or any valved section thereof, to maintain pressure within 5 psi of the
specified test pressure. Leakage shall not be measured by a drop in pressure in a
_. test section over a period of time.
7. Allowable leakage shall not exceed the following U.S. gallons per hour reported in
Table 1:
Table 1. Allowable leakage per 1000 ft of pipeline (gph)
10

Avg. Test Pressure (psi)
NOMINAL PIPE DIAMETER (INCHES)
_ 3 4
6_
8
10
12
260 0.36 0.47
0.71
0.95
1.19
1.42
225 0.34 0.45
0.68
0.90
1.13
1.35
200. 0.32 0.43
0.64
0.85
1.06
1.28
175 0.30 0.40
0.59
0.80
0.99
1.19
160 0.28 0.37
0.55
0.74
0.92
1.10
126 0.25 0.34
0.50
0.67
0.84
1.01
1 100 0.23 0.30
0.45
0.60
0.75
0.90
Ji If the pipeline under test contains sections
of various
diameters, the allowable leakage will be
J
the sum of the computed leakage for each
size.
Alternatively, no pipe installation will be accepted if the leakage is greater than that determined
by the following formula:
In inch -pound units,
L _ SDJ
J 133,200
Where:
L = allowable leakage, in gallons per hour
S = length of pipe tested, in feet
D = nominal diameter of the pipe, in inches
P = average test pressure during the leakage test, in pounds per square inch
j (gauge)
1 The Contractor shall notify the Project Engineer when the work is ready for testing, and all
testing shall be done in the presence of a representative of Brooks Engineering. All labor,
equipment, water, and materials, including meters and gauges, shall be furnished by the
Contractor at his own expense.
Low pressure pneumatic testing of pressure sewer lines in incremental stages of construction is
recommended to insure leaks are not occurring. Final testing shall be in accordance with the
hydrostatic testing described above.
2.7 Grease Traps
Grease traps are to be installed at each bunkhouse and connected to the waste plumbing line
for the kitchen only. No sanitary sewage is to to be tied to the grease traps. Both grease traps
are to be 1500 gallon precast tanks meeting specifications outlined in Section 3.1. A sanitary
tee is to be installed as shown in the engineering plans.
11

I2.8 Grinder Pumps
Pre -assembled grinder pump systems are to be utilized to pump the grease trap effluent and
sanitary waste to the WWTF. Duplex systems are specified. System are required to have
minimum 1.5 HP motors providing a minimum of 34 gpm at 48 feet TDH. Refer to Section 6.4
-� for specified systems.
2.9 Valving
IValving shall be consistent with material types and sizes of piping as shown on the Engineering
Plans. All high points in pressure distribution lines should have air release valves and low
points ("bellies") should have pressure cleanouts. Sufficient isolation should be incorporated to
allow for line maintenance without having to shut down the entire distribution system.
Air release valves must be mechanical lever air/vacuum relief valves (not flapper type). Specific
ARV sizes and types are indicated in the Engineering Plans.
All valves in traffic areas shall be placed in traffic -rated vaults with steel lids. Non -traffic rate
valve vaults may be utilized in irrigation and non -traffic areas.
12

3.0 TREATMENT SYSTEM
The wastewater treatment system consists of septic tanks for initial anoxic treatment and solids
removal, equalization, EZ Treat recirculating fixed media treatment systems, disc filtration, and
UV disinfection.
3.1 Solids Settling and Anoxic Treatment
Design
The influent raw wastewater is pumped to a series of septic tanks for the initial solids removal
and anoxic treatment. A total of 16,000 gallons of tankage is provided with two 8,000 gallon
septic tanks in series, each with an effluent filter. The first filter will remove solids up to 1/16
inch and the second will remove solids up to 1/32 inch.
JTankage
All septic tanks are precast concrete. All tanks shall conform to criteria in 15A NCAC 18A
.1952-.1954. All tanks should be installed on a 8-inch minimum layer of No. 57 washed stone
aggregate to protect against any differential settlement. Place bell ends of pre -cast sections or
l the groove end of the concrete facing down. In preparation for making joints, all surfaces of the
J portion of the section to be jointed and the factory -made jointing materials shall be clean and
dry. Each joint, seam, and pipe penetration inside and outside of joints shall receive liberal
Japplications of non -shrink grout as well as liberal amounts of bitumastic waterproof sealant.
Lifting holes and other penetrations of the pre -cast structure wall shall be sealed with non -
shrinking grout. Grout connections as necessary to make smooth and uniform surfaces on the
J
inside of the structure. Before placing any tank into operation, remove any dropped grout, sand
or other imperfections and obstructions from the interior of the structure. Specifically, the inside
walls of the tank shall be smooth and uniform. Smooth -finish inverts so that wastewater flow is
1 confined and directed through the inlet and outlet pipes with easy transition. Tanks shall be
JI backfilled in accordance with the applicable specifications herein before described. All pipe
J penetrations shall be through Press -Seal Cast -A -Seal 402 or approved equal. All joints (mid -
seam, top -seam) shall be sealed using Concrete Sealants butyl sealant #CS-102 meeting
ASTM C-990. Contractor and supplier shall note the bottom connection locations and cast -in -
place rubber boot requirement on all bottom tank interconnections. All service access openings
will be a minimum of 24 inches unless otherwise noted in the Engineering Plans.
13

1 A 24-hour static water test, in accordance with ASTM standards, shall be performed on all
J precast tanks in order to insure they are water tight.
J a. The testing shall be performed in the presence of the local health department.
b. Each tank shall be filled with water and the initial water level shall be measured.
JC. At the end of the 24-hour period, the level of the water shall be measured again.
d. The LHD shall pass the tank if the water level did not drop more than 0.5 inches
or if the total volume of the displaced water is less than 1 percent of the total
effective liquid capacity of the tank.
e. Tanks may also be leak -tested by applying a vacuum of 5-inches of Hg with riser
l assemblies in place.
J f. Each failed tank shall be tested again. In the event that the tank does not pass
the second test, the Contractor shall remove and replace the tank at no
additional cost to the owner.
3.2 Equalization System
Design
The equalization system is designed to store peak flow periods (two hours) and equalize the
flow dose to the tertiary treatment system over an approximate 12 hour time frame.
Tankage
A 6,500 gallon precast concrete equalization tank is specified. A Refer to tankage specifications
in Section 3.1. Tank sizing based on providing the required float switch placement with
dedicated floats providing functions as described below.
RED. OFF: Placed to allow for minimum pump submergence
TIMER ON: Placed to provide a minimum of 25% of the DDF for EQ storage.
LAG ON: Placed for sufficient separation from TIMER ON float. Starts both pumps
simultaneously.
ALARM: Placed for sufficient separation from LAG ON float and to allow for
required emergency storage. Auto -dialer used so required storage is 4
hours of Daily Design Flow.
Pumps
The EQ Tank utilizes a duplex submersible pump system will dose the tertiary treatment. The
pumps are duplex submersible centrifugal effluent pumps, Zoeller Mighty -Mate 1/3 HP single
14

Iphase 230 volt model (refer to the Calculations & Submittals for pump specification sheets) or
- equal. The flow rate from the EQ pump is calculated to be 30 gpm. If the flow rate is measured
to exceed 30 gpm, the pump should be throttled with the valving.
Control Panel
The duplex panel must alternate pumps each cycle. The timer settings are the same for each
pump. The flow rate must be adjusted to the specified 30 gpm by throttling the gate valve on
the pump discharge system. The timer settings are based on delivering the 7,010 gallon DDF to
the pretreatment system over 24 cycles in a 24 hour period and a total of 12 hours/day.
The duplex control system shall meet the requirements set forth in NCAC .1952(D). The panel
shall be NEMA 4X stainless steel watertight enclosure and shall be a 4 float time dosing system
with run/rest times as specified on the Engineering Plans. The controller shall alternately
actuate the duplex pumps and both pumps shall activate with a high level (LAG) condition.
Audible visible alarm required.
The panel shall be equipped to send a signal on an alarm condition to a centralized cellular
auto -dialer (RTU) located in the irrigation pump building that will call the operator in a high level
condition. The auto -dialer must be proven to work with the local cellular service and shall be
J
made for interior control panel mounting applications and shall be equipped with a backup
battery. The unit shall be capable of data logging for pump events Refer to Section 6.6 for the
recommended auto -dialer submittal sheets.
Float Switches
Floats are to be set at the levels specified in the engineering plans prior to the final inspection.
Sealed mercury control floats or similar devices designed for detecting liquid levels in pump tank
-i effluent shall be provided to control pump cycles. A separate level sensing device is provided to
activate the high-water alarm. Float switch placement is to be set accurately consistent with the
levels depicted in the engineering drawings.
3.3 Aerobic Treatment System
Design
The proposed aerobic pretreatment system is a series of EZ Treat 4L Big EZ system model
recir
culating fixed media filters. The model 1200 system is NSF/ANSI Certified for Standards 40
(30/30 standard), 245 (50% nitrogen reduction) and 350 (reuse level treatment). The 4L model
15

Iwas reviewed by NSF and certified for "proportionality scale -up" of the 1200 model for the 4L
model as NSF does not certify units over 1,000 gpd. Note: NSF certifications are provided in
ISection 6.3.
I The 4L units are designed to treat for 3200 gpd of domestic strength influent for NSF 245/350
effluent quality. The sizing of components is based on the calculated organic loading and
conservatively estimated removal rates. Refer to the calculations process design calculations
Idesign parameters supporting the sizing of pod/filter requirements.
EZ Treat System
The system consists of four (4) EZ Treat model 4L media pods for the entire project. The EZ
Treat fixed media system is based on the principals of a recirculating sand filter but with media
that allows for more surface area. The media also protects against compaction and loss of
surface area as the media is buoyant. The system is designed with 1 and 1/3 of 2 pods
recirculating back to the recirculation tank and 2/3 pod with forward flow through the bypass
valve (allows for 100% recirculation during no flow conditions) from recirculation tanks. Process
calculations are provided in the Calculations & Submittals submittal.
The E-Z Treat treatment system consists of a pump/recirculation tank (sized by E-Z Set
Company standards) and four (4) E-Z Treat Model 4L media pod(s). The effluent entering the
JRecirculation Chamber is dosed to the media pod by the duplex recirculation pumps. Each
duplex pump system is connected to a pod that are dosed alternately. The pump doses at a
rate of 40.5 gpm (27 nozzles at 1.5 gpm/nozzle).for 4 minutes and rests for 25 minutes. This
cycle is continuous for each pump. The forward flow consists of 18 nozzles (27 gpm) every
other pod dose cycle. During low flow periods when no flow is entering the recirculation tank,
the bypass valve opens and the recirculation is 100%.
J Ji EZ Treat Model 4L Media Pod
The recirculating tank influent and recirculated effluent is sprayed over the media mattress using
a spray manifold with 27 evenly spaced wide-angle spray nozzles. The nozzles are
J manufactured of brass with a free passage of 0,0625 diameter. The run rest times are variable
based on the system performance. The resulting spray will deliver approximately 41 gpm
through each media pod for a total dose of 164 gallons. The Recirculation Pump doses at a
schedule of 4 minutes on, 25 minutes off with a 5:1 recirculation ratio. Each pod is dosed
individually with the same dose/rest schedule.
16

The media mattress measures 112 feet square by 2 feet thick. The mattress is fabricated from a
non -biodegradable, chemically resistant, loose -weave polypropylene material. The openings in
the weave allows for effluent and air flow while containing the media. The media inside the
mattress is a uniform styrene material. The lightweight, non -biodegradable material spheres
have a specific gravity of approximately 0.02. The biological contact surface area of the media -
filled mattress is 65,000+ square feet. The specific gravity of this material is (1) light enough to
prevent compaction which results in a loss of effective surface area, and (2) provides a
reduction in channeling across the media (short-circuiting). Effluent passes through the media
and enters the channeled bottom of the pod. The effluent gravity feeds back to the Recirculation
Tank through a 4-inch pipe and in to a bypass/splitter valve. The splitter valve direct the pod
leachate back to the recirculation tank in a low water condition and to the final dose tank in a
high water condition. The daily recirculation ratio is based on the run/rest settings for the
recirculation pumps and can be adjusted as needed. The E-Z Treat units shall be installed in
accordance with the manufacturer's recommendations and as shown on the contract drawings.
Tankage
Refer to tankage specifications in Section 3.1. Tank sizing based on the manufacturer's
recommendation at least 1 x daily flow rate in total for recirculation.
Recirculation Pumps
The E-Z Treat recirculation pumps shall be Stay-RiteTm brand submersible vertical turbine STEP
50 Series Pumps (1.0 HP, 3 stage) for operation at 41 gallons per minute with the E-Z set spray
nozzle head requirements, or equivalent.
Float Switches
Floats are to be set at the levels specified in the engineering plans prior to the final inspection.
Sealed mercury control floats or similar devices designed for detecting liquid levels in pump tank
effluent shall be provided to control pump cycles. A separate level sensing device is provided to
activate the high-water alarm. Float switches shall providing the required float switch placement
with dedicated floats providing functions as described below.
TIMER OFF/ON: Placed to allow for minimum pump submergence.
ALARM: Placed above the bypass line.
17

IControl S stem
The Control Panel for the E-Z Treat System will consist of: (1) high/low water alarm and (2)
monitoring system. The control panel shall be an E-Z Treat No. 2, RCS1220B Duplex panel.
I The panel shall have a low level on/off timer and a high/low water alarm. The control panel
shall be in a NEMA 4X enclosure, installed in accordance with the manufacturer's
recommendations, and within 10 feet of the E-Z Treat unit. The NEMA IV rated enclosure,
fabricated of heavy gauge steel, and provided with a rigid door designed for locking. All switches
shall be clearly identified, and all internal wiring shall be factory installed. All wire and conduit
required between the treatment plant electrical control enclosure and the electrical power
service shall be furnished by the purchaser. Wiring and conduit between the plant control panel
Iand the blowers, mixers and pumps, and between the plant panel and special accessory
equipment, when required, also shall be furnished and installed by the owner.
No splices may be placed in the pump tank or riser. All splices shall be made above ground in a
NEMA 4X junction box. Control and alarm circuits shall be on separate circuits. The
audible/visual alarms shall be external to any structure.
The panel shall be equipped to send a signal on an alarm condition to a centralized cellular
Iauto -dialer (RTU) located in the irrigation pump building that will call the operator in a high level
condition. The auto -dialer must be proven to work with the local cellular service and shall be
' ( made for interior control panel mounting applications and shall be equipped with a backup
battery. The unit shall be capable of data logging for pump events Refer to Section 6.6 for the
1 recommended auto -dialer specification sheets. The auto -dialer shall be provided by EZ Treat.
_I Effluent Bypass Valve
The effluent bypass valve shall be by E-Z Set and shall be installed in accordance with the
manufacturer's recommendations and as shown on the contract drawings.
Interconnectinq Piping
All interconnecting supply and return piping and cleanouts are to be schedule 40 PVC sized as
indicated on the engineering plans. EZ Treat does not supply the piping so this shall be the
responsibility of the installation contractor. All supply piping shall be thoroughly flushed prior to
connection to the distributing valves and/or EZ Treat pods and PVC shavings and debris will
cause the system to malfunction.
18

Disc Filtration
' The disc filtration shall be dual units, each housed in an E-Z Treat headworks unit. The filter
shall be a 1.5" BioDisc unit with automatic backwashing based on pump cycles. The disc
Ifiltration shall run on a 4 minutes on and 10 minutes off cycle. The flush valve will open, and
dose valve will close, for 15 seconds at the end of each dose cycle. The panel shall be capable
' of also be capable of controlling the two solenoids after the turbidity meter from a signal reading
off of the turbidity meter panel. This is a custom panel to be provided by EZ Treat.
The disc filtration system must be feed by a separate pump tank. The tank shall meet the
specifications outlined in Section 3.1. The float switches shall have a single low level off
' switch/time dose activate switch. The controls shall be in a NEMA 4X UL certified control panel
for a duplex pumping system. The pump shall be duplex Sta-Rite 0.5 HP 20 GPM STEP model
Npumps as specified in the engineering drawings. The pump rate will need to throttled to 15 gpm
(use the weir in the turbidity vault to evaluate). Refer to the cut -sheets for product
recommendation.
Stilling well & Turbidity Monitor
The disc filtration system effluent shall flow in to a stilling well with a 30 degree V-notch weir. A
continuous reading turbidity meter shall be mounted in the well vault sending readings to a
! remote reading panel that can transmit an electrical signal based on a set meter reading. At
turbidity readings of greater than 5 NTU the panel shall send a signal to the control panel for the
two solenoid valves provided as part of the control panel for the disc filtration system. This is a
custom panel to be provided by EZ Treat. The valve controlling flow to the final dose tanks shall
close and the valve controlling flow to the upset pond dose tank shall open in a turbid/upset
event. Refer to Section 6.3 for submittals on the turbidity meter.
U. V. Disinfection
The U.V. disinfection system for each treatment plant shall be an EZ-Set 80 gallon per minute
disinfection system (Model 800) with eight (8) chambers of 30" SanitronTM germicidal bulbs
(model GPH793T5L) with UV-C light. Each lamp shall have a UV output of 254 nanometers at
J100 hours and a nominal intensity of 3,700 mW-sec/cm2. Each chamber is rated for 8.8 gpm to
provide a 5 log disinfection. The eight bulb system has 100% redundancy as 4 bulbs will provide
6 log reduction for the 15 gpm for which the system is being fed.
19

Chemical Feed
For this application a calcite feed system is proposed as an additional application to be utilized if
alkalinity is found to be limiting in the nitrification process. The calcite feed system consists of a
dedicated 0.5 HP vertical turbine 20 gpm dose pump dosing a EZ treat model 600 unit filled with
calcite. The pump is on its own timed dose panel that is to be adjusted based on the alkalinity
needs of the system.
3.4 Backup Generator
The Lakeside Produce facility has the entire operations on a backup generator as grow lamps
are powered by electrical feed. The WWTF shall be provided an automatic transfer switch that
shall provide the necessary backup power for all components. The calculated backup power
requirements is 41 M.
3.5 5-day Upset Storage
Pond
Any effluent not meeting the 5 NTU turbidity limit shall be directed from the final dose tank via
automated solenoid valves to a lined storage pond with 5 days of daily design flow storage
capacity plus two feet of freeboard. The pond is to be lined with a 60 mil reinforced
polyethylene (RPE) liner and shall be constructed such that no stormwater runoff is received in
the pond. Effluent stored during upset conditions should be visually monitored. Release of
effluent back into the WWTP should be facilitated only upon restoration of the WWTP back to
normal operating conditions. The release of effluent back in to the WWTP should be controlled
-I by manual operation of the outlet valve to the initial septic tank. The valve has been sized such
that the system will not be inundated with water even if the valve is fully opened. The 1/2" line
draining the pond is sized to allow only 15 gpm to drain back into the pump tank (at pond full
level), prohibiting a high water condition in the tank. Drainage should be monitored by the plant
operator to insure a high water condition is not experienced.
The RPE liner shall have seams thermo-fusion sealed be anchored and sealed to internal
structures in accordance with manufacturer specifications and ASTM D 6497-02. The liner shall
be tested in accordance with manufacturer specifications and ASTM D 6392-08.
20

3.6 Final Dosing Tank
Properly treated effluent shall be pumped to the hydroponic irrigation system recyc e tank where
it is further treated and primed as irrigation water. The line for the make-up water that comes in
to this tank has an air gap such that no recycled irrigation water or treated wastewater can
cross -connect or back siphon in to the potable water system. -
Refer to tankage specifications in Section 3.1 for the final dose tank. The pump shall be duplex
Sta-Rite 1.5 HP 50 GPM STEP model pumps as specified in the engineering drawings. Tank
sizing is based on providing the required float switch placement with dedicated floats providing
functions as described below. Refer to Section 3.2 for control panel requirements.
RED. OFF: Placed to allow for minimum pump submergence.
PUMP ON: Activates pump cycle until float switch drops down.
LAG ON: Activates the second duplex pump to run continuously until the float drops
down.
ALARM: Placed for sufficient separation from LAG ON float and to allow for
required emergency storage. Auto -dialer used so required storage is 4
hours of Daily Design Flow.
3.7 Final Storage Tank for Hydroponic Irrigation
All fully treated effluent shall be transferred to the Final irrigation Water storage tanks. The
tanks are provided as part of the hydroponic irrigation system for the greenhouse facility. The
tanks shall be clearly labeled in English and Spanish as such:
WARNING: TREATED WASTEWATER. NONPOTABLE. DO NOT DRINK!
A totalizing flow meter shall be placed in a separate vault on the 2" line to the final storage tank,
after the solenoid valves for the upset condition.
3.8 Security
The entire treatment system area, including the 5-day upset pond, shall be secured by 6'
privacy fencing with locking gate and signage indicating "Entry by Authorized Personnel Only".
21

I 4.0 SITE PREPARATION
1
4.1 Clearing & Grubbing
As the site is placed entirely on fill, no grubbing or clearing is necessary.
4.2 Final Cover
Final cover inside the fenced area is to be a clean stone gravel.
I4.3 Erosion Control
These specification and accompanying engineering plans shall not be construed as engineering
Iplans for erosion control or for erosion control permitting. However, during the construction of
the project, the Contractor shall be required to take the necessary steps to minimize soil erosion
Iand siltation of rivers, streams, lakes and property. The Contractor shall comply with the
applicable regulations of the appropriate governmental agencies in regard to soil erosion control
and sedimentation prevention.
I Temporary and permanent erosion control measures shall be accomplished at the earliest
practicable time. Temporary erosion control measures shall be coordinated with permanent
measures to insure economical effective and continuous erosion control during the life of the
project. Temporary erosion control measures shall include, but are not be limited to the use of
temporary berms, dams, dikes, drainage ditches, silt ditches, silt fences, vegetation, mulches,
mats, netting or any other methods or devices that are necessary. Erosion control measures
installed by the Contractor shall be suitably maintained by the Contractor, until the site is fully
stabilized.
Where excavation is adjacent to streams, lakes or other surface waters, the Contractor shall not
place excavated materials between the excavation and the surface waters. Where live streams
are crossed by the project, the Contractor shall exercise particular care to minimize siltation of
the stream. Temporary erosion control measures shall be constructed. These may include but
not be limited to use of coffer dam in the stream, dikes, diversion ditches and/or temporary
sediment traps at the top of the banks, and silt fences on all creek banks. All temporary erosion
control measures shall be acceptably maintained until permanent erosion control measures are
established.
22

Where runoff on natural ground may cause erosion of the trench or erosion of the backfill in the
trench, the Contractor shall construct temporary erosion control measures. These may include
but not be limited to diversion ditches, check dams and silt basins or other suitable erosion
control measures. Permanent seeding of disturbed areas shall be accomplished at the earliest
practicable time.
23

5.0 INSPECTION AND MONITORING PROCEDINGS
5.1 Pre -Construction Meeting
A pre -construction meeting shall be scheduled which shall include the contractor, the NCDEQ
DWQ representative, the engineer or his representative, the system(s) manufacturer
representative and the certified operator. Scheduling this meeting shall be the responsibility of
the installation contractor and all parties shall receive a minimum of one week's notice prior to
the meeting date scheduled. Any changes to the plans requested by the contractor or DWQ
representative will be discussed at this meeting and responded to within 3 working days by the
engineer.
5.2 Intermediate Inspection of the System During Construction
The engineer or an employee of the engineer's firm under direct supervision by the engineer
shall periodically inspect the system installation to verify if the installation is in accordance with
the approved plans. The engineer will not be available to observe the entire installation of all
components but shall inspect the installation with sufficient frequency to reasonably insure that
the quality and methodology of construction was of sufficient consistency to infer the quality and
accuracy of construction of all components. The contractor shall be responsible for keeping the
engineering informed as to the construction schedule for installation of all major system
components.
It is the contractor's responsibility to submit to the engineer evidence of purchase and
installation of all specified components. Submittal of critical components such as pumps and
tanks are required.
j 5.3 Final Inspection & System Start -Up
The engineer must receive all Submittals at least one week prior to final start up and inspection.
_I
Submittals must include cut -sheets for all product specific components, tanks, and piping
installed. The contractor shall be responsible for scheduling the final inspection and start-up with
BEA, NCDEQ and an owner's representative. No wastewater shall be introduced in to the
system prior to final start-up and inspection.
24

EZ Treat Start-up Procedures
Start-up testing shall be required for all electrical and pressurized components of the WWTP.
IStart-up procedures in the EZ Treat O&M Manual shall be followed. Potable water shall be
utilized for all start-up procedures. All system components shall be started and run in
"automatic" mode. Testing of all alarm components to insure operation in accordance with
intended function shall be checked and recorded. The potable water shall be run through the
system until influent has run through the system from the EQ Tank through the WWTP
Idischarge, through all monitoring and disinfection and in to the dose tank. Functionality of all
components shall be checked.
5.4 Operation & Maintenance
Operational monitoring and inspection requirements shall be provided in a separate O&M
document. Regulatory monitoring and inspection shall be outlined in the Permit to Operation.
5.5 Residuals Management
As part of routine O&M procedures, sludge levels are to be checked in the septic tanks and
Recirculation Tanks. As sludge levels approach 1/3 of the tank volume sludge is to be removed
by a vacuum truck and hauled to a permitted POTW facility. The designated facility is the City
of Hendersonville wastewater treatment facility. This facility is an approved residual
disposal/utilization site that provides sludge stabilization in accordance with EPA requirements
40 CRF 503 and 40 CFR Part 257 Appendix II. The facility has sufficient excess capacity and
routinely accepts hauled waste from septage transporters.
5.6 Education Program
The facility ownership shall provide the necessary education to protect workers from direct
J contact with the reclaimed water. The education program shall include at a minimum:
0 Definition of reclaimed water and locations on site where reclaimed water is found.
• Information on the property use of reclaimed water and examples of improper use of
reclaimed water.
• Clarification that reclaimed water is not for drinking.
• Clarification that reclaimed water can not be discharge to surface waters and should not
be allowed to runoff from the utilization area.
All education shall be provided in mandatory safety meeting and in printed material.
Classes and material shall be provided in English and Spanish.
25

I 6.0 PRODUCT INFORMATION SHEETS
6.1 Flow Diagram for Hydroponic Irrigation System
6.2 Submittal Sheets for Precast Tanks & Effluent Filters
6.3 Submittal Sheets for EZ Treat & UV System
6.4 Submittal Sheets for Pumps

6.1 Flow Diagram for Hydroponic Irrigation System

0-100%
i
' WASTE WATER SILO
302M3 (09.IOx4,64ril
i
LOCAL SEWER
FLOOR DRAINAGE
OVERFLOWPIT
0-100%
CITY 'WATER SILO
WATER SUPPLY (BY CLIENT) L.35M3 (010,92%4,6LM)
OVERFLOW'
0-100%
z
a
F
DIRTY DRAIN SILO TOMATO
302M3 (09,IOx4,64M) -
OVERFLOW - -
IN
z
E
0-100 %
DIRTY RAIN SILO CUCUMBER
? 302M3 (09,10A,64M)
rh I
WELL PATER Sit
WATER SUPPLY L35M3 (010,92XL,
(BY CLIENT) ,
OVERFLOW
CLEAN DRAIN SILO T
302M3 (e4,i0xc,!
UV
DISINFECTION
UNIT FLUSH
CLEAN DRAIN SILO CU
302M3 (09,10XILJ
UV
DISINFECTION.
UNIT I FLUSH
OVERFLOW
FRESH WATER
DIRTY DRAIN WATER
CLEAN DRAIN WATER
FLUSH WATER

1
Subject:
Irrigation - Flowchart
Project
Lakeside NC
Stolze Agro Int'I B.V.
South Essex
Bandil'kweg 22,2676 W Maasdijk NIL
Mils River
P.O. Box 22, 2676 ZG Maasdijk NL
North Caroline
3779
Tel : [phone]
USA
Fax [phone]
STOdde'LZE
Drawing no:
19PAG0003 WOO
E-mail [e-mail]
Website: www.stolze.nl
Drawn by: Cgg
iPaper slza: A2
Status ❑X Offef
QDBAw1NGB AND DESIGNS Bywtue of the copyright. laitl tlown in
Dale : 25/07/2019 i Modified : 7/25/2019 Carmengarciagil
In PfegresS
Intematianal treaties, these drawings and calculations we the excWslw
Scale . —
Pent M : 11/72015 Carmen Goals Gl
As Built
property of Slolze Agra Intl B.V. - HoDard. Without our definite pennission II
my noway used. mIIIt» usepietl or passed to fparties or eompatdors.

6.2 Submittal Sheets for Precast Tanks & Effluent Filters

PL-625 Test Results:
Testing on the performance of the Polylok PL-625 Effluent Filter took
place at a 140,000 square foot facility located at 3 Fairfield Blvd.
Wallingford, CT. The facility tested, is a light manufacturing and sales
facility with two cafeterias and over 70 employee's.
Testing was performed over a six month period which began in
November 2009 and ran through April 2010. The test sample was
taken at Test Tank #1, (1 of 2 Test Septic Tanks.) Testing was started
when all effluent was diverted thru a valve to the Test Tank #1.
Because of the amount of employees at this facility this test tank
was loaded at approximately 10 times the capacity of a standard
residential 4 bedroom home.
Results of testing are as follows:
PL-625 Features:
• Rated for 10,000 GPD (gallons per day). 7-
• 625 linear feet of 1/32" filtration.
• Accepts 4" and 6" SCHD 40 pipe.
• Built in gas deflector.
• Automatic shut-off ball when filter is removed.
• Alarm accessibility.w
• Accepts PVC extension handle.t f'

I\L IAl1Y11YV VLII V
PREVENT FILTER
FROM FLOATING
PL-525 -625 FILTER HOUSING
PART NO. - 30142-525
30142-625
2.00
[5.1 cm]
OUTSIDE DIAMETER
ACCEPTS 4" SCHD 40 SOCKET 11
[29.,
OPTIONAL BUSHING
(FOR 4" THIN WALL PIPE)
PART NO.30142-R
OR
(FOR 110 MM. PIPE)
PART NO.30142-EUR
OUTLET BUSHING ACCEPTS
4" SCHD 40 & 6" SCHD 40
CEPTS 6"
HD 40 PIPE
R INLET
TENSION
BALL CHECK
L26.7 cmJ
34
3 FABRRELD BLVD.
cm ] mawmaFow, GT. aN@2
5.23
113.3 cm]
LEVEL
33.02
[83.9 cm]
18.31
[46.5 cm]
MODEL EL HOO . pL-025 A 625
EFFLMEHY FILVER
PART No
GaQDC Oa um
mz 7M..6,®89.�Ef®
%@I k�
LABEL ILLUSTRATION
--- PDLYL7lC
0
E�FFLJE�N- FILT E�h"

Series W1 S Access Door
STANDARD FEATURES:
• AUTO —LOCK T-316 STAINLESS STEEL
HOLD OPEN ARM WITH RELEASE HANDLE
• T-316 STAINLESS STEEL HINGES AND ATTACHING
HARDWARE
• T-316 STAINLESS STEEL SLAM LOCK WITH
REMOVABLE KEY
• STAINLESS STEEL COMPRESSION SPRING ASSIST
+BUILT—IN NEOPRENE GASKET TO LIMIT THE
TRANSMISSION OF ODORS
• NON —OZONE DEPLETING BITUMINOUS COATING
*SINGLE LEAF CONSTRUCTION
• 300 LBS. PER SQ. FT. LOAD RATING
(1464 KG. PER SQ. METER LOAD RATING)
*EXTRUDED ALUMINUM CHANNEL FRAME
• RECESSED LIFTING HANDLE
• LIFETIME GUARANTEE
SLAM
LOCK
LA
LIFTING HANDLE
n
II II
I I I
II0
x x I�
i
1 T
J A OPENING 3 3/4"
(95 MM)
OVERALL TYP.
1 1 /2" (38 MM) 1 /4" (7 MM) THICK DIAMOND
ALUMINUM PATTERN ALUM. COVER PLATE
COUPLING
BITUMINOUS
COATING
A OPENING
SECTION A —A
(SEE WEBSITE FOR AVAILABLE STAINLESS
STEEL ACCESS DOOR MODELS AND SIZES.)
STANDARD SIZES
QTY.
OD
MODEL
M
A DIM.
INCHES
(MM)
C DIM.
INCHES
(MM)
UNIT WT.
LBS.
(KG.)
W1 S2424
24 (610)
24 (610)
46 (20)
W1S2430
24 (61o)
30 (762)
51 (23)
W1S2436
24 (610)
36 (914)
61 (28)
W1S2442
24 (610)
42 (1067)
77 (35)
W1S2448
24 (610)
48 (1219)
85 (39)
W1S3030
30 (762)
30 (762)
62 (28)
W1S3036
30 (762)
36 (914)
69 (31)
W1S3042
30 (762)
42 (1067)
77 (35)
W1S3048
30 (762)
48 (1219)
85 (39)
W1S3054
30 (762)
54 (1372)
99 (45)
W1S3060
30 (762)
60 (1524)
102 (46)
W1S3636
36 (914)
36 (914)
78 (35)
W1S3642
36 (914)
42 (1067)
89 (40)
W1S3648
36 (914)
48 (1219)
97 (44)
W1S3654
36 (914)
54 (1372)
107 (49)
W1S3660
36 (914)
60 (1524)
116 (53)
W1S3666
36 (914)
66 (1676)
126 (57)
W1S3672
36 (914)
72 (1829)
135 (61)
W1S4242
42 (1067)
42 (1067)
108 (49)
DETAIL
S.STL. & ALUM.
POSITIVE LOCKING
HOLD OPEN ARM
WITH S.ST. SPRING
ASSIST
T-316 STAINLESS
STEEL HINGES WITH
TAMPER PROOF
FASTENERS
(COVER SHOWN IN OPEN
POSITION)
www.HallidayProducts.com • Phone:[phone] • Fax:[phone] • Sales@ Hal IidayProducts.com
4

Series W2S Access Door
STANDARD FEATURES:
• AUTO —LOCK T-316 STAINLESS STEEL HOLD OPEN ARM WITH
RELEASE HANDLE
•T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE
• T-316 STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY
*STAINLESS STEEL COMPRESSION SPRING ASSIST
*BUILT—IN NEOPRENE CUSHION/GASKET
• NON —OZONE DEPLETING BITUMINOUS COATING
• DOUBLE LEAF CONSTRUCTION
• 300 LBS. PER SQ. FT. LOAD RATING
(1464 KG. PER SQ. METER LOAD RATING)
-EXTRUDED ALUMINUM CHANNEL FRAME
• RECESSED LIFTING HANDLE
*LIFETIME GUARANTEE
A
LIFTING HANDLE
SLAM LOCK
rr-x-x=
F___
II _x x x�l
� �i �11
x
II A �1
�
I 11==_=1 II
II II II �1
II II ��
11
x x x II
A OPENING
OVERALL
A
U J
Z
J
W th
O IL O
U
3 3/4"
(95 MM)
TYP.
1 1 /2" (38 MM) 1 /4" (7 MM) THICK DIAMOND
ALUMINUM PATTERN ALUM. COVER PLATE
COUPLING
BITUMINOUS
DRIP COATING
CHANNEL
WELDED TO L.H. DOOR
A OPENING
SECTION A —A
(SEE WEBSITE FOR AVAILABLE STAINLESS
STEEL ACCESS DOOR MODELS AND SIZES.)
STANDARD SIZES
OTY.
M
MODEL
OD
A DIM.
INCHES
(MM)
C DIM.
INCHES
(MM)
UNIT WT.
LBS.
(KG.)
W2S4242
42 (1067)
42 (1067)
108 (48)
W2S4842
48 (1219)
42 (1067)
115 (52)
W2S4848
48 (1219)
48 (1219)
126 (57)
W2S5442
54 (1372)
1 42 (1067)
124 (56)
W2S5448
54 (1372)
48 (1219)
136 (62)
W2S5454
54 (1372)
54 (1372)
149 (68)
W2S6030
60 (1524)
30 (762)
102 (46)
W2S6036
60 (1524)
36 (914)
116 (53)
W2S6042
60 (1524)
42 (1067)
132 (60)
W2S6048
60 (1524)
1 48 (1219)
148 (67)
W2S6054
60 (1524)
54 (1372)
162 (73)
W2S6060
60 (1524)
60 (1524)
177 (80)
W2S6636
66 (1676)
36 (914)
126 (57)
W2S6648
66 (1676)
48 (1219)
160 (73)
W2S7236
72 (1829)
36 (914)
135 (61)
W2S7242
72 (1829)
42 (1067)
154 (70)
W2S7248
72 (1829)
48 (1219)
171 (78)
W2S7254
72 (1829)
1 54 (1372)
188 (85)
W2S7260
72 (1829)
60 (1524)
203 (92)
DETAIL
S.STL. & ALUM.
POSITIVE LOCKING
HOLD OPEN ARM
WITH S.ST. SPRING
ASSIST
T-316 STAINLESS
STEEL HINGES WITH
TAMPER PROOF
FASTENERS
(COVER SHOWN IN OPEN
POSITION)
www.HallidayProducts.com • Phone:[phone] • Fax:[phone] • Sales@ Hal lidayProducts.com
5

I
6.3 Submittal Sheets for EZ Treat & UV System
J

E Z Val. —TREAT
PO Box 176
Haymarket, Virginia 20168
Re -Circulating Synthetic Sand/Gravel Filter
Reuse Independent Testing
BOD-2.6/TSS-1.8/Turbidity-2/Ph-7/Nitrogen Reduction 66%
NSF
Cnttl}led to NSF/ANSI Standard 40
Class I

E-Z Treat Re -Circulating Synthetic Sand Filter System Overview
17
EPA Design Guidelines PR
Figure 1. Typical Recirculating sand filter system
Outflow
INF
Concreto or
liner enclosure, Distribution lines
Septic tank 000PumP
Open sand filter
V —Purnp
RecIrculation1d.osing tank
E-Z TREAT
RECIRCULATION SAND/MEDIA FILTERS
DiSTRIBUTION LINES
,SEPTIC TANK
IRCULATION PUMP
DISCHARGE
-­ - --PUMP
RECIRCULATION/DOSING TANK
1

E-Z Treat System Technology
--' As the U.S. EPA document "Technology Assessment of Intermittent Sand Filters" states:
"Intermittent sand filter filtration of wastewater is not new technology" the concept was employed
in the U.S. in the mid-1800's. "Intermittent sand filters are ideally suited to rural community
clusters, small cluster homes, individual homes and business establishments. They can achieve
1 advanced secondary or even tertiary levels of treatment consistently with a minimum of attention."
(Anderson, et al, 1985) The EPA points out that sand filters operate reliably in a trouble free
manner and the technology is very "fail safe" in that it is inherently stable. The biology of the
system is quite diverse, typically including many trophic levels of microorganisms, and some
macro organisms. (Calaw et al, 1952, Calaway, 1957) These characteristics render the process
inherently resistant to upset and also allow it to readily accommodate sanitations where loading is
highly non -uniform.
Design
Many types of media are used in packed -bed filters. Washed, graded sand was the most
common. Other granular media used include crushed glass, garnet, anthracite, plastic, expanded
clay, expanded shale, open -cell foam, extruded polystyrene, and bottom ash from coal-fired
power plants.
Media characteristics can limit the number of doses possible. Media re -aeration must occur
between doses. As the effective size of the media decreases, the time for drainage and re -
aeration of the media increases. The BOD5loading should decrease with decreasing effective size
of the sand.
Recirculation tank sizing
For single-family home systems, the recirculation tank is typically sized to be equal to .75 to 1
times the design peak daily flow.
Recirculating filter performance
dSingle-family home filters. media: es = 4.0 mm; uc = <2/5. Design hydraulic loading (forward
flow)= 25 gpd/ft2. Recirculation ratio = 5:1. Doses per day = 48. Open surface, winter
operation.
RSFs are extremely reliable treatment devices and are quite resistant to flow variations.
In general, gravel RSF systems are far less prone to odor production than RSFs. Increased
recycle ratios should help minimize such problems. However, power outages will stop the process
from treating the wastewater, and prolonged outages would be likely to generate some odors.
Operating Costs
Power costs for pumping at 3 to 4 kWh/day are in the range of $90 to $120
2

J
The E-Z Treat System incorporates technology resulting from years of independent research in re-
circulation sand bio filtration. Our system applies each area of this technology in a pre -packaged system,
insuring consistent in the field performance reducing BOD, TSS and Total Nitrogen. E-Z Treat System
addresses media size and composition, drainage and ventilation, optimum dosing cycles per hour, depth
of filter media, pre-treatment of effluent, pre -filtering of effluent to insure particle size, even distribution of
effluent over the media and piping design that optimize treatment within the system.
E-Z Treat Loading Rates
In accordance with the EPA Design Guidelines and field testing of the E-Z Treat re -circulating sand/media
Filter Model # 600 can be continuously loaded at 750 GPD and 2 lb BOD Model# 1200 can be
continuously loaded at 1400 GPD and 4 Lb BOD. EPA research and testing has proven that system
designs, such as the E-Z Treat System, will produce a high quality effluent at loading rates in excess 25
gal/ft2/day.
System Overview
Prior to entering the re -circulating pump tank the effluent will be treated in an anaerobic chamber fitted
with an effluent filter; this filter should remove any solids greater than 1/16 inch. The second chamber will
be a re -circulation chamber fitted with a float ball by-pass valve and re -circulation pump. The float ball by-
pass valve connects, inside the re -circulation tank, to the 4 inch return line from the sand filter. The float
by-pass valve maintains a constant liquid volume in the re -circulation tank. The float by-pass valve allows
the effluent to be constantly re -circulated through the sand/media filter discharging only the daily forward
flow volume after it has passed through the filter. In designs using an external splitter box the float by-
pass valve would be eliminated from the re -circulation chamber.
The following are recommended System & Re -Circulation Chamber sizes and Timer Settings for year
round residential properties.
Min.
Number
Timer
Timer
Design
Septic
Re-Circ
of
Number of
Setting
Setting
Flow
Tank
Tank
Units
Units
Mod.#600
Mod.#600
Mod.#1200
Mod.#1200
Min.
GPD
Sizing
Gal.
Mod.#600
Mod.#1200
Min./On
Min./Off
Min./On
Min./Off
300
750
300
1
1
2.5
24
2.5
39
400
750
400
1
1
2.5
20
2.5
28
500
900
500
1
1
2.5
16
2.5
22
600
900
600
1
1
2.5
14
2.5
18
700
1000
700
1
1
2.5
21
2.5
15
800
1000
800
2
1
2.5
18
2.5
13
900
1500
900
2
1
2.5
15
2.5
11
1000
1500
1000
2
1
2.5
13
2.5
9
1100
1500
1100
2
1
2.5
12
2.5
8
1200
2000
1200
2
1
2.5
10
2.5
7.5
1300
2000
1300
2
1
2.5
9
2.5
7
1400
2000
1400
2
1
2.5
8
2.5
6
Note: Tank sizing are not exact and may vary (+ or - 10%) based on availability of locally produced
tanks.
3

Spray Manifold System
To maximize the effectiveness of every cubic inch of the media material, the E-Z Treat Model #600
employs a spray manifold with 8 evenly spaced wide-angle spray nozzles and the Model#1200 employs
12 nozzles. The nozzles are brass construction with a free passage of .0625" in diameter; this large free
passage helps prevent nozzle clogging while maintaining a consistent misting spray. The manifold is
assembled with a pressure gauge and valves allowing for flow rate adjustments.
Filter Media Mattress Material
E-Z Treat synthetic sand filter employs a manufactured synthetic media which is encapsulated in a
mattress like container. The mattress is fabricated from a non -biodegradable; chemically resistant, loose
weave polypropylene material with a weave pattern at 90 degree intersections creating .078 square
openings allowing effluent and air to flow freely while containing the media material.
Polypropylene Mattress Material
Styrene Media
M

1�
1
1 1/2' SUPPLY ' Y"'�
I.
Lsi9140rlJ:110opi.,•,
PROPRIETARY AMDI CONFDIOM
TIE INFORMATION CONTAINED IN THIS
DRAWN IS THE SOLE PROPERTY OF
E-Z TREAT It- ANY
REPR=TI N IN PART OR AS A WHALE
WITHOUT THE WRITTEN PERMISSION OF
E-Z TREAT DWG IS
PROHIBITED,
NEXT ASSY I USED DN
APPLICATION
DIMENSIONS ARE IN INCHES
DRAWN
TOLERANCES,
FRACTIONAL i
CHECKED
ANGULAR' MACH t DOM f
ENG APPR
TWO PLACE DECIMAL t
THREE PLACE DECIMAL t
MFG APPR.
INTERPRET GEOMETRIC
GA'
TOLERANCING PER,
COMMENTS -
DO NOT SCALE DRAWING
1 1/2' MANIFOLD
I
THE BIG EZ 4L
SIZE DWG, NO, REV
SCALE' 160 EIGHT; SHEET 1 OF 1
J
`t
3
1

I
This media is very uniform and provides ample surface area for biological growth. The media also has
enough voids to accommodate good air and liquid flow; these void spaces also allow the passage of very
small solids that would clog many filters. The media is very lightweight making it resistant to compaction
which can lead to poor air and liquid flows, a problem that plagues many media filters. The media
consists of lightweight, non -biodegradable plastic spheres.
Model # E-Z Treat 600
3.25 —�
QI 1 AD PIPE CDz.DD PIPE
87,50
�ensson�=?qs���
�.......... _MODEL - 600
1 .. .. .00
NO. REV
m �' u • f _..__f _ _ __ . , _. T A!. Z TPEAT MODEL- 60D
_. ASSEM3LY.__
SChe 1:24AEIGHT SHEET IOF
E-Z Treat Model# 1200

to pray tg 5yste�s Co."
M
Experts in Spray Technology -
4
1�rtikf� p2'Uj gSjySt6IItSC0: 1N #JS>E2tAto-SPi3A PRODUCTS ReQuesfaFREEPrintedCopy!
k{nme Experts in Spray Technology Catalog 70 U9 7.SOQ 9�.SPRAY or dick liefe
Catalog 70 USSection 13135
Email this Dace
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B5 - FullJet® Spray Nozzles, Standard Spray
Performance Data
*At the stated pressure in psi.
Nozzle Type
Capacity
Spray
Inlet
Standard
Wall
Orific
Max.
Free
(gallons per minute)*
Angle
Con
Type
Mounted
Angle
city
Pass
ity
Da,
n'
(in.)
Size
Nom.
age
Dia.
G
G
(in.)
(in.)
G
G
H
H
D
D
G
GA
G
5
7
10
20
30
40
60
80
100
150
7
20
80
D
A
•
1
.031
.025
.07
.08
.10
.14
.17
.19
.23
.26
.29
.35
-
58
53
•
1.5
.047
.025
.11
.13
.15
.21
.25
.28
.34
.39
.43
.52
52
65
59
•
2
.047
.040
.15
.17
.20
.28
.33
.38
.46
.52
.58
.70
.43.50.46
•
3
.063
.040
.22
.25
.30
.41
.50
.57
.68
.78
.87
1.0
52
65
1 59
1/8
•
3.5
.063
.050
.25
.30
.35
.48
.58
.66
.80
.91
1.0
1.2
43
50
46
•
3.9
.078
.040
.28
.33
.39
.54
.65
.74
.89
1.0
1.1
1.4
77
84
1.79
•
•
•
•
5
.078
.050
.36
.42
.50
.69
.83
.95
1.1
1.3
1.4
1.7
52
65
59
•
6.1
.094
.050
.44
.52
.61
.84
1.0
1.2
1.4
1.6
1.8
2.1
69
7468

•
•
6.5
.094
.063
.47
.55
.65
.89
1.1
1.2
1.5
1.7
1.9
2.3
45
50
46
•
10
.109
.063
.73
.85
1.0
1.4
1.7
1.9
2.3
2.6
2.9
3.5
58
67
61
1/4
•
125
125
_063
91
1.1
1:3
1.7
21
24
2.9
3.3
3.6
4.3.
69
r74
68
•
9.5
.109
.094
.69
.81
.95
1.3
1.6
1.8
2.2
2.5
2.7
3.3
45
50
46
•
15
.141
.094
1.1
1.3
1.5
2.1
2.5
2.8
3.4
3.9
4.3
5.2
64
67
61
3/8
•
20
.156
.109
1.5
1.7
2.0
2.8
3.3
3.6
4.6
5.2
5.8
7.0
76
80
73
•
22
.188
.109
1.6
1.9
2.2
3.0
3.6
4.2
5.0
5.7
6.3
7.6
87
90
82
•
16
.141
.125
1.2
1.4
1.6
2.2
2.7
3.0
3.6
4.2
4.6
5.6
48
50
46
•
25
.188
.125
1.8
2.1
2.5
3.4
4.1
4.7
5.7
6.5
7.2
8.7
64
67
61
•
32
.203
.141
2.3
2.7
3.2
4.4
5.3
6.1
7.3
8.3
9.2
11.
72
75
68
1/2
•
40
.250
.141
2.9
3.4
4.0
5.5
6.6
7.6
9.1
140.
15.
193.
88
91
83
•
50
.266
.156
3.6
4.2
5.0
6.9
8.3
9.5
11.
13.
14.
17.
91
94
86
4
0
4
4
•
2.5
.188
.172
2.1
2.5
2.9
4.1
4.9
5.6
6.7
7.7
8.5
10.
48
50
46
3/4
4.0
.250
.172
3.4
4.0
4.7
6.5
7.8
8.9
10.
12.
13.
16.
67
70
63
7
3
6
4

Spin -Clean Filters
Description
The filters are placed between the pump and dripfield to screen out any debris. The
Spin -Clean type filter is most commonly used with E-Z Set Drip systems. (Other filters
are available).
Body — Two-piece threaded housing with O-ring seal. Molded from chemical
resistant glass reinforced plastic.
Screen - Sintered stainless steel. Sintering is a process in which three pieces of
stainless steel mesh are transformed into one; a perforated plate, 30m then 150
mesh. Screen collars molded from vinyl for long life and durability.
Spin Plate - Directional spin plate is molded of PVC or fiberglass.
Vortex Spin Action - Incoming water is forced through a directional nozzle plate onto
the inside of the stainless steel screen. A centrifugal motion starts inside the screen
chamber, throwing particles outward against the screen. Gravity, moves the debris
down the screen wall to the 3/4" flush outlet at the base of the filter.
To stay clean, the filter flush valve must be partially to fully open allowing debris to flush
away. This can be done with continuous or automatic flushing.
Item
Number
Size
(MPT)
Max. Flow
(GPM)
Max.
Pressure
Width
Height
Size of
flush
port
Area of
filtration
(sq. inches)
AP4E-1
1"
15gpm
150 psi
6"
7"
3/" MPT
23.4
AP4E-1.5
1.5"
45gpm
150 psi
12"
15.5"
3/" MPT
60.8
AP4E-2
2.0"
70gpm
150 psi
12"
16"
3/" MPT
60.8
Note: Filters can be used in parallel to deliver higher flow rates and/or decrease
pressure loss through the filters.
Specifications:
1" Filter:
The Y filter body shall be molded from glass reinforced engineering grade black plastic
with a 1 inch male pipe thread (MIPT) inlet and outlet. The two piece body shall be
capable of being serviced by untwisting and shall include an O-ring seal. An additional
3/4 inch MIPT outlet shall be capable of periodic flushing. The 150 mesh filter screen is
all stainless steel, providing a 28.4 square inch filtration area. The screen collar shall be
molded from vinyl. The 1" filter shall be E-Z Set Drip Spin -Clean filter model number
AP4E-1.
December 2008

r
1.5" Filter:
r The Y filter body shall be molded from glass reinforced engineering grade black plastic
with a 1.5 inch male pipe thread (MIPT) inlet and outlet. The two piece body shall be
capable of being serviced by unscrewing and shall include an O-ring seal. An additional
r 3/4" MIPT outlet shall be capable of periodic flushing. The 150 mesh filter screen is all
stainless, providing a 60.8 square inch filtration area. The outer support shell shall be
woven stainless steel wire, and the inner screen shall be made of stainless steel cloth.
The inner and outer screens shall be soldered together. The screen collar shall be
I molded from vinyl. The 1 Y2" filter shall be E-Z Set Drip Spin -Clean filter model number
ANE-1.5.
2" Filter:
The Y filter body shall be molded from glass reinforced engineering grade black plastic
with a 2 inch male pipe thread (MIPT) inlet and outlet. The two piece body shall be
' capable of being serviced by unscrewing and shall include an O-ring seal. An additional
3/4" MIPT outlet shall be capable of periodic flushing. The 150 mesh filter screen is all
stainless, providing a 60.8 square inch filtration area. The outer support shell shall be
r woven stainless steel wire, and the inner screen shall be made of stainless steel cloth.
The inner and outer screens shall be soldered together. The screen collar shall be
molded from vinyl. The 2" filter shall be E-Z Set Drip Spin -Clean filter model number
ANE-2.
I
IDecember 2008

8
Vo
2 3 4 5 G 7 8 9 10 11
Flow- GPM 1 Vortex Filter
Flow- GPM
1.5" Vortex Filter
10 20 30 40 5 0
Flow- GPM 2" Vortex Filter
8n
NOMWEEN-
ME 0
Flow - GPM
Pressure loss charts for Spin -Clean filters
December 2008

Solenoid Valves
Standard products:
SLV-100-NC
1" Normally Closed Valve
SLV-100-NO
1" Normally Open Valve
SLV-150-NC
1.5" Normally Closed Valve
-� SLV-150-NO
1.5" Normally Open Valve
SLV-200-NC
2" Normaly Closed Valve
SLV 200 NO
2" Normally Open Valve
(Other valves
are also available).
Solenoid valve specification:
A. The Solenoid Valve is electrically operated and used as zone valves, to flush the
dripfield and Vortex filter and to "quick fill" the drip system. When used for zones
and flushing it is normally closed and when used for "quick fill" it is normally
open.
B. The valve shall have a dual ported diaphragm. In operation, the diaphragm ports
constantly flex, inhibiting sand, silt and debris from blocking the valve action.
C. The porting design permits equal pressure on both sides of the diaphragm wall,
^' regardless of line pressure when valve is not operating, and nearly equal
pressure across the wall when operating. This feature prevents diaphragm
"stretching", a common cause of valve failure in valves that are ported through
the seat.
1 D. The DW Valve diaphragm shall be made of nylon fabric reinforced Buna-N
rubber; a grooved rib interlocks with cover and body to prevent leakage.
E. Nylon exhaust orifice shall be non -corrosive and have an opening sized larger
than the diaphragm ports so that any pieces of sand or silt passing through the
diaphragm will not be trapped beneath the solenoid actuator.
-� F. The solenoid shall be constructed of molded epoxy resin having no carbon steel
components exposed thereby eliminating possible external corrosion and
deterioration. The solenoid shall be completely waterproof, with an 0-ring seal,
and comply with NEC Class II circuit requirements for 24VAC operation.
G. The actuator shall be Teflon coated stainless steel and brass with a molded -in
place rubber exhaust port seal; a stainless steel spring assures positive seating.
H. The valve shall have a high strength plastic glass -filled body and cover
designed to operate in heavy duty commercial applications. The valve
shall have stainless steel cover bolts or screws for service access.
I. There shall be a shock cone on diaphragm seat to eliminate water hammer in all
except extreme cases.
J. The valve shall have a flow control stem for throttling the valve from full open to
close positions.
K. The valve shall have an easy -to use, hand operated manual bleed lever control
that bleeds valve to downstream; has stops for open and closed positions.
L. The solenoid valves shall be model number SLV-_ _ _ - _ _ by E-Z Set Drip.
December 2008

Electrical data:
Wiring requires a single lead from the controller to each
solenoid valve, plus a common neutral to all solenoids. (Type
OF wire, UL listed, is typically used).
Standard 24V ACV (50-601-1z)
Current Holding 0.24A 5.76 VA
Current Inrush 0.46A 11.04VA
Maximum allowable loss 4.8 Volts for the 24V AC system.
WIRE
GAUGE
RESISTANCE
(OHM/1000')
MAXIMUM
LENGTH WIRE
18
6.39
800'
16
4.02
1,275'
14
2.58
2,000'
12
1.62
3,200'
10
1.02
5,100'
8
0.641
8,000'
6
0.403
12,750'
4
0.253
20,500'
2
0.158
32,500'
14
12
10
U)
a
O 8
w
c
U3
LU
w 6
c
a
Solenoid valve Flow vs pressure Chart
20 40 60 80 100 200 400
FLOW RATE - GPM
December 2008
600 800

Model No.
Size
FPT)
Length
Height
Width
Weight
PSI
Range
SLV-100
ill4.3"
4.5"
3.0"
12.5 oz
10-150
SLV-150
1.5"
6.3"
7.2"
5.0"
2.2lbs.
10-150
SLV-200
2"
9.0"
7.4"
5.4"
2.97lbs.
7-140
FPT
Pressure rating ANSI: Class 125
ISO: PN 10
Max Temperature 180 degrees F
December 2008

4"I N LET
Lr%lvl r
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF
RP MANUFACTURING LLC. ANY
REPRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITTEN PERMISSION OF
RP MANUFACTURING LLC IS
PROHIBITED.
NEXTASSY I USED ON
APPLICATION
61.40
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL±
ANGULAR: MACH± BEND ±
TWO PLACE DECIMAL ±
THREE PLACE DECIMAL ±
DRAWN
CHECKED
ENG APPR.
MFG APPR.
INTERPRET GEOMETRIC:��..ATOLERANCING PER:
DO NOT SCALE DRAWING
NAME I DATE
UTLET
TITLE:
UV-808 TOP VIEW
SIZE DWG. NO. REV
A
SCALE: 1:50 WEIGHT: SHEET 1 OF 1
J
'i
J

61.50
4" INLET
" OUTLET
UNLESS OTHERWISE SPECIFIED:
NAME
DATE
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL±
ANGULAR: MACH± BEND ±
DECIMAL ±
TWOTHREE PLACE DECIMAL
THREE PLACE DECIMAL
DRAWN
CHECKED
TITLE:
U V - 808 SIDE VIEW -1
ENG APPR.
MFG APPR.
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF
RP MANUFACTURING U.C. ANY
REPRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITTEN PERMISSION OF
RP MANUFACTURING LLC IS
PROHIBITED.
INTERPRET GEOMETRIC
TOLERANCING PER:
Q.A.
COMMENTS:
MATERIAL
SIZE
A
A
DWG. NO.
REV
'
NEXT ASSY
USED ON
FINISH
APPLICATION
DO NOT SCALE DRAWING
SCALE: 1:50
WEIGHT:
SHEET 1 OF 1
0 4 3

6.4 Submittal Sheets for Pumps

Your Peace of Mind is Our Top Priority®
�ZOELLER
Product information presented
here reflects conditions at time
of publication. Consult factory PUMP COMPANY
regarding discrepancies or
inconsistencies. Zoeller Family of Water Solutions -
TECHNICAL DATA SHEET
MIGHTY -MATE SERIES
Cast Iron Models 53,57 and Bronze Models 55,59
Submersible Effluent/Dewatering Pumps
PRODUCT SPECIFICATIONS
COC
G
Horse Power
3/10
Voltage
115 or 230
Phase
1 Ph
Hertz
60 Hz
RPM
1550
Type
Shaded pole
Insulation
Class B
Amps
4.8 - 9.7
a
a
Operation
Automatic or nonautomatic
Auto On/Off Points
7-1/4" (18.4 cm) / 3" (7.6 cm)
Discharge Size
1-1/2" NPT
Solids Handling
1/2" (12 mm) spherical solids
Cord Length
9' (3 m) automatic, 15' (5 m) nonautomatic
Cord Type
UL listed, 3-wire, grounded plug
Max. Head
19.25' (5.9 m)
Max. Flow Rate
43 GPM (163 LPM)
Max. OperatingTemp.
130o F (54° C)
Cooling
Oil filled
Motor Protection
Auto reset thermal overload
J
a
LiJ
CImpellerType
c
Cap
Cast iron or bronze
Motor Housing
Cast iron or bronze
Pump Housing
Cast iron or bronze
Base
Cast iron, bronze or engineered thermoplastic
Upper Bearing
Sleeve bearing
Lower Bearing
Sleeve bearing
Mechanical Seals
Carbon and ceramic
Non -clogging vortex
Impeller
Plastic, cast iron or bronze
Hardware
Stainless steel
Motor Shaft
AISI 1215 cold rolled steel
Gasket
Neoprene
NOTE: See model comparison chart for specific details.
GO:, U SSPN� ou
CtoS8adTested fo Standard UL778 and TOUGHCertified to CSA
Standard C22.2 No. 108
64
101/16,
(25 mm)
SECTION: 2.15.020
FM2778
0515
Supersedes
0315
111T NPT
3 718'
(98 m)
4' (104 mm)
5
i
SK858
© Copyright 2015 Zoeller® Co. All rights reserved.
502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 www.zoeller.com

TOTAL DYNAMIC HEAD
FLOW PER MINUTE
MODEL
53/55/57/59
Feet
Meters
Gal.
Liters
5
1.5
43
163
10
3.0
34
129
15
4.6
19
72
Shut-off Head:
19.25 ft.(5.9m)
uj
uj
W W PUMP PERFORMANCE CURVE
Lu
6 I 20
0
4�
MODELS 53/55/57/59
10 20 30 40 50
LITERS 0 80 160
FLOW PER MINUTE 009897
Model
MODEL COMPARISON
Seal
Mode ;
Volts
Ph
Amps,
HP
Hz
Lbs
Kg
Simplex
Duplex
M53/M55
Single
Auto
115
1
9.7
3/10
60
23
10
1
---
N53/N55
Single
Non
115
1
9.7
3/10
60
23
10
2
3&4
* BN53
Single
Auto
115
1
9.7
3110
60
25
11
* BE53/BE57
Single
Auto
230
1
4.8
3/10
60
24 / 30
11/13
*
—
D53
Single
Auto
230
1
4.8
3110
60
23
1 10
1
--
E53/E55
Single
Non
230
1
4.8
3/10
60
22
10
2
3 & 4
M57/M59
Single
Auto
115
1
9.7
3/10
60
29/33
13/15
1
--
N57/N59
Single
Non
115
1
9.7
3110
60
28 / 29
12 / 13
2
3 & 4
* BN57
Single
Auto
115
1
9.7
3/10
60
30
13
*
--
D57/D59
Single
Auto
230
1
4.8
3/10
60
30 / 33
13/15
1
—
E57/E59
Single
Non
230
1
4.8
3/10
60
28 / 29
12 / 13
2
3 & 4
E59
Single
Non
230
1
4.8
3/10
60
29
13
2
3 & 4
arrrgre prygyudcK SwrTCa rncruoea.
SPECIAL MODEL FEATURES
Additional cord lengths are available in 15' (5 m), 25' (8 m) and 35' (11 m). 50' (15 m) cord lengths available for 230 V units only.
BE and BN models include a piggyback variable level pump switch.
Model 53: cast iron switch case, motor and pump housing, a plastic impeller and base. Model 57: all cast iron construction with a cast iron impeller.
Model 55: bronze switch case, motor and pump housing, a plastic impeller and base. Model 59: bronze construction with a bronze impeller.
Optional pump stand (P/N 10-2421).
SELECTION GUIDE
1. Integral float -operated mechanical switch, no external control required.
2. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477.
3. See FM0712 for correct model of Electrical Alternator.
4. Variable level control switch 10-0743 used as a control activator with electrical alternator (3) or (4) float system.
OPTIONAL PUMP STAND P/N 10-2421
• Reduces potential clogging by debris
• Replaces rocks or bricks under the pump
• Made of durable, noncorrosive ABS
• Raises pump 2" (5 cm) off bottom of basin
• Provides the ability to raise intake by adding sections of 1'/2" or 2"
(DN40 or DN50) PVC piping
• Attaches securely to pump
• Accommodates sump, dewatering and effluent applications
NOTE: Make sure float is free from obstruction.
isy assembly"
np & discharge pipe
not included.)
A CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be
followed including the most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA).
© Copyright 2015 Zoeller® Co. All rights reserved.
502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 4N11-1961 1 www.zoeller.com

STA-RITE®
caus
The STEP Plus® 4" submersible
filtered effluent pumps in 10,
20, 30 and 50 GPM models offer
dependable performance and
value for high pressure filtered
effluent applications.
These STEP Plus pumps will
handle "dry run" conditions
where other manufacturers fail.
The 10, 20, 30 and 50 GPM are
industry standard 3-314" in
diameter.
APPLICATIONS
■ Filtered Effluent... for residential,
commercial, and agricultural use.
'SPECIFICATIONS
Shell — Stainless steel
Discharge —
10, 20 and 30 GPM models:
fiberglass -reinforced thermoplastic;
50 GPM models: stainless steel
Discharge Bearing — Nylatron®
Impellers — Delrin®
Diffusers — Polycarbonate
Suction Caps — Polycarbonate with
stainless steel wear ring
Thrust Pads — Proprietary spec.
Shaft and coupling — Stainless steel
300 grade
Intake — Fiberglass -reinforced
thermoplastic
Intake Screen — Polypropylene
Jacketed Cord — 300 Volt "SOOV
jacketed 10' leads (2-wire with
ground); optional 20', 30', 50' and
100' lengths available
Delrin® is a registered trademark of
E.I. DuPont de Nemours and Co.
Nylatron® is a registered trademark
of Polymer Corp. ST.E.P. Plus® is a
registered trademark of Pentair Water.
In order to provide the best products
possible, specifications are subject to
change.
STEPPl�°
SIA-RITE ,EFFLUENT PUMP
FEATURES
Proven "Floating Impeller"
Staging System — Incorporates
1st -in -class performance, sand
handling and thrust management
staging system with the industry
exclusive "dry -run" design element.
Reinforced engineered composites
and stainless steel, offering high
resistance to corrosion and abrasion.
Discharge — Tested -tough, fiberglass -
reinforced thermoplastic, with proven
internal check valve. Large wrench
flats and rope hole.
Shell — 300-grade stainless steel
pump shell offers high corrosion
resistance.
Shaft — Hexagonal 3/8", 300-grade
stainless steel pump shaft; offers
generous impeller drive surfaces.
Shaft Bearing — Exclusive self-
lubricating Nylatron bearing resists
wear surface from sand.
Motor Bracket — Tested -tough,
fiberglass -reinforced thermoplastic;
incorporates an integral suction
screen.
Customer Service: [phone] 0 Fax Orders: [phone] 0 www.pumps.com 0 Pentair Water ■ Delavan, WI 53115 USA 0 55594SFS

I
STA—RITE®
L
ORDERING INFORMATION
Catalog
Number
HP
Stages
Max.
Load
Amps
Volts
Phase/
Cycles
Cord
Length
STEP10
T/2
6
10.5
115
1/60
10'
STEP20
1/2
5
10.5
115
1/60
10'
STEP30-05121
112
3
9.5
115
1/60
10'
STEP30X20FF05121
1/2
3
9.5
115
1/60
20'
TEP30X30FT05121
1/2
3
9.5
115
1/60
30'
0-05221
1/2
3
4.7
230
1/60
10'
STEP30X20FP05221
1/2
3
4.7
230
1/60
20'
STEP30X30FT 05221
1/2
3
4.7
230
1/60
30'
TEP30-10221
1
5
9.1
230
1/60
10'
OX20FT10221
1
5
9.1
230
1/60
20'
STEP30X30FT-10221
1
5
9.1
230
1/60
30'
TEP30-15221
1-1/2
6
11.0
230
1/60
10'
TEP30X20F F--15221
1-1/21
6
11.0
1 230
1/60
20'
S EP30X30FT--15221
1-1/2
6
11.0
230
1/60
30'
S P50-10221
1
3
9.1
230
1/60
10'
1jfTk50X20FT-10221
1
3
9.1
230
1/60
20'
STE 50X30FT--10221
1
3
9.1
230
1/60
30'
STEP 0-15221
1-1/2
4
11.0
230
1/60
10'
STEPS X20FT--15221
1-1/2
4
11.0
230
1/60
20'
STEPS 30FT-15221
1-1/2
4
11.0
230
1/60
30'
Final Dose Pump
Pod Recirc Pumps
Pod Recirc Pump
for Alkalinity 8t Disc
Filters & Upset'
Pond
PUMP PERFORMANCE
Catalog
Number
Gallons/Liters
per Minute
Head
(Feet/Meters)
PSI
STEP 10
0/0
255/78
110
5/19
228/69
99
10/38
170/52
74
12.5/47
120/37
52
STEP20
0/0
180/55
78
7.5/28
160/49
69
15/57
135/41
58
20/76
115/35
50
25/95
75/23
32
STEP30.05221&
STEP30.05121
0/0
102/31
44
8/30
100/30
43
16/61
97/30
42
24/91
84/26
36
30/114
68/21
29
36/136
47/14
20
STEP30-10221
0/0
171/52
74
8/30
166/51
72
16/61
162/49
70
24/91
140/43
61
30/114
114/35
49
36/136
78/24
34
STEP30.15221
0/0
206/63
89
8/30
203/62
88
16/61
199/61
86
24/91
176/54
76
30/114
146/45
63
36/136
101/31
44
STEP50-10221
0/0
90/27
39
10/38
86/26
37
20/76
83/25
36
30/114
79/24
34
40/152
71/22
31
50/190
62/19
27
60/227
49/15
21
70/265
27/8
12
STEP50-15221
0/0
120/37
52
10/38
115/35
50
20/76
110/34
48
30/114
104/32
45
40/152
95/29
41
50/190
82/25
35
60/227
65/20
28
70/265
36/11
16
Customer Service: [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5594SFS
2

STA-RITE®
PERFORMANCEPUMP PERFORMANCE
CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE
0 25 50 75 100 0 25 50 75 100
I I I
300 300 ,
250
F 200
W
W
LL
Z
Q 150
W
S
J
H
O- 100
50
I
80
w
s�
�A
60 w
W
Z
40 =
tiA
J
F
O
Disc Filter:
Operating Point
0
250
10200
W
LL
Z
Q 150
W
J
2
L-
0- 100
50
80
10
0 10 20 30 0 10 20 30
CAPACITY GALLONS PER MINUTE Alkalinity Pod: PACrrY GALLONS PER MINUTE
Operating Point
PERFORMANCEPUMP PERFORMANCE
CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE
0 25 50 75 100 125 150 175 0 50 100 150 200 250 300
200
175
F. 150
W
LU
? 125
In
W
= 100
J
F
75
50
25
LmmmIMMIEM
M
m
oMmmm'
-
oGEM
10 20 30 40
CAPACITY GALLONS PER MINUTE
MOM
10
—50
-25
801
lu
nnn. ►.; n-20
®■■nllir.. ■■
- ., nn_n�i■■■ IN
Final..--v�■Iloilomilk ..
Tank
20- �■►
T10■■nn■■■■n■■PIN
i 0
20 30 T 40 50 60 70 80
CAPACITY GALLONS PER MINUTE
Customer Service: [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Delavan, WI 53115 USA ■ S5594SES
3

STA-RITE°
'OUTLINE•
1-1/4" NPT
DISCHARGE
2" NPT DISCHARGE
(50 GPM ONLY)
A 0
0
Jacketed Cord
10,
(Standard)
20', 30', 50', 100'
(Optional)
10 GPM,1/2 HP=12-1/2"
20 GPM,1/2 HP =13-1/4"
30 GPM,1/2 HP=11-1/2"
30 GPM,1 HP =14"
30 GPM, 1-1/2 HP=15-1/4"
50 GPM,1 HP=13-1/4"
50 GPM, 1-1/2 HP=15-1/4"
3-7/8"
0000 ®0
000 000
ffh ff:hlV
10 GPM,1/2 HP = 21-1/2"
20 GPM,1/2 HP = 22-1/4"
30 GPM,1/2 HP = 22-1/2"
30 GPM,1 HP = 27-1/2"
30 GPM, 1-1/2 HP = 30-1/4"
50 GPM,1 HP = 26-3/4"
50 GPM, 1-1/2 HP = 30-1/4"
Dimensions (in inches) are for estimating purposes only.
TI Pentair Customer Service: [phone] ■ Fax Orders: [phone] ■ www.pumps.com ■ Pentair Water ■ Delavan WI 53115 USA ■ S5594SES 12 7
Water 4

Trusted. Tested. Tough' SECTION:2.25.050
OELFM2798
Product information presented ® 0119
here reflects conditions at time
of publication. Consult factory Supersedes
regarding discrepancies or PUMP COMPANY 0118
inconsistencies.
U.S. Patent No. THE
8,562,287 TECHNICAL DATA SHEET
SHARK GRINDER
SHARK, Model 818/819IB20 Single Seal Grinder Pumps
PRODUCT SPECIFICATIONS
'
lOe
Horse Power
1.0 - 2.0
Voltage
115* / 200 - 575
Phase
1 or 3 Ph
Hertz
60 Hz
RPM
3450
Type
Capacitor start / capacitor run or 3 Ph
Insulation
Class B
Amps
6.5-15.5
d-!
d
Operation
Automatic** or nonautomatic
Auto On / Off
Variable level float switch, customer sets
Discharge Size
1-1/4" NPT vertical discharge
Cord Length
20' (6 m) standard
Cord Type
SOW or SCOW multi -wire neoprene
Max. Head
107' (32.6 m)
Max. Flow Rate
46 GPM (174 LPM)
Max. Operating Temp.
130 °F (54 "C)
Cooling
Oil filled
Motor Protection
Auto reset thermal overload (1 Phase)
`W
H
CCQ
IG '
_
Cap
Cast iron
Motor Housing
Cast iron
Adapter
Cast iron
Pump Housing
Cast iron
Upper Bearing
Ball bearing
Lower Bearing
Ball bearing
Mechanical Seals
Carbon/ceramic
Impeller Type
Vortex
Impeller
Engineered plastic with stainless steel insert
Hardware
304 Stainless steel
Motor Shaft
416 Stainless steel
Gasket & Square Ring
Neoprene
Cutter
Type 440C stainless steel hardened to
Rockwell C55-60
NOTE: See model comparison chart for specific details.
*115 Volt is for model 818 only
** Single phase units only
°
Al c
@U`
uwm—
`.
Sp GN
moo_
�Op'i
Tested to UL778 and
cCSAus 22.2108
Standards.
t 4" 7-5/8"
1102 mm] 1
194 mml
-
[165 mm]
4" [102 mm]
.J
4" [10z1 m]
`1-1/4"NPT
n]
SK1621
TYPICAL Z-RAIL® MOUNTED SYSTEM
S.S. LIFTING BAIL
3/4" S.S. OR (NOT INCLUDED
GALV. STL. PIPE. PM 10-0789)
GUIDE RAIL
2" (5 cm) I
UNICHECK 26-3/16" (59 cm)
WEEPHOLE I
5-13/16" (15 cm)
SK2977
© Copyright 2019 Zoeller® Co. All rights reserved.
502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoeller.com

TOTAL DYNAMIC HEAD
FLOW PER MINUTE
MODEL
818
819
820
Feet
Meters
Gal.
Liters
Gal.
Liters
Gal.
Liters
5
1.5
43
163
43
163
46
174
10
3.0
42
159
43
163
46
174
15
4.6
40
151
43
163
46
174
20
6.1
1 37
140
1 43
163
1 46
174
25
7.6
33
125
43
163
46
174
30
9.1
28
106
42
159
46
174
35
10.7
22
83
41
155
46
174
40
12.2
16.5
62
39
148
46
174
50
15.2
32
121
46
174
60
18.3
22
83
43
1 163
70
21.3
12
45
1 36
136
80
24.4
-
-
27
102
90
27.4
16.7
63
100
30.5
7
26
Shut-off Head:
53 ft. (16.2m)
81 ft. (24.7m)
107 it. (32.6m)
154108
MODEL 818/819/820 GRINDER PUMPS, 1.0/1.5/2.0 HP, 1.25" NPT VERTICAL DISCHARGE, 20' CORDS
Model
MODEL COMPARISON
P/N
Mode
Ph -.`:
Amps `:-HPHz
Lbs-
Kg
WM818
818-0006
Auto
115
1
13.6
1.0
60
89
40.3
N818
818-0002
Non
115
1
13.6
1.0
60
88
39.9
WH818
818-0008
Auto
200-208
1
7.7
1.0
60
89
40.3
I818
818-0005
Non
200-208
1
7.7
1.0
60
88
39.9
WD818
818-0007
Auto
230
1
6.5
1.0
60
89
40.3
E818
818-0004
Non
230
1
6.5
1.0
60
88
39.9
F818
818-0018
Non
230
3
6.9
1.0
60
91 / 99
41.0/44.0
J818
818-0017
Non
200
3
7.5
1.0
60
91 / 99
41.0/44.0
G818
818-0020
Non
460
3
3.7
1.0
60
91 / 99
41.0/44.0
BA818
818-0021
Non
575
3
2.7
1.0
60
91
41.0
WH819
819-0007
Auto
200-208
1
12.0
1.5
60
89
40.3
I819
819-0005
Non
200-208
1
12.0
1.5
60
88
39.9
WD819
819-0006
Auto
230
1
10.8
1.5
60
89
40.3
E819
819-0004
Non
230
1
10.8
1.5
60
88
39.9
F819
819-0014
Non
230
3
8.2
1.5
60
91 /99
41.0/44.0
J819
819-0013
Non
200
3
9.2
1.5
60
91 / 99
41.0/44.0
G819
819-0016
Non
460
1 3
4.2
1.5
60
91 / 99
41.0/44.0
BA819
819-0017
Non
575
3
3.2
1.5
60
91
41.0
WH820
820-0005
Auto
200-208
1
15.5
2.0
60
89
40.3
I820
820-0006
Non
200-208
1
15.5
2.0
60
88
39.9
WD820
820-0011
Auto
230
1
13.7
2.0
60
89
40.3
E820
820-0004
Non
230
1
13.7
2.0
60
88
39.9
F820
820-0008
Non
230
3
9.9
2.0
60
91 / 99
41.0/44.0
J820
820-0007
Non
200
3
11.0
2.0
60
91 /99
41.0/44.0
G820
820-0009
Non
460
3
5.0
2.0
60
91 / 99
41.0/44.0
BA820
820-0010
Non 1
575
3
3.9
2.0
60
91
41.0
A CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be
followed including the most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA).
. ©Copyright 2019 Zoeller° Co. All rights reserved.
502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoeller.com

PUMP SYSTEM COMPONENTS
(A) GRINDER PUMP STANDARD FEATURES:
• Tri-slice° two -bladed, high -torque cutter
• Scissor -style cutting action cuts solids down to 7/32"
and smaller
• 1-1/4" NPT vertical discharge
• Carbon/ceramic seal
• Thermal overload protection
• Engineered, glass -filled plastic impeller with
stainless steel insert
• Stainless steel cutter and plate
• Stainless steel motor shaft
• Stainless steel hardware
• 20' (6 m) power cord
Options:
❑ Extra length cords
25' _ 35' 50'
(B) CONTROL PANELS & ALARM SYSTEMS
STANDARD PANEL FEATURES:
• NEMA 4x
• Hand -Off -Automatic (H.O.A.) selector switch
• Lockable hasp
• Audible and visual high water alarm switch with
silent switch
• Dry contacts
• Test switch for alarm and light
• UL listed
SIMPLEX PANELS: (For use with non -automatic pumps)
' ❑P/N 10-4463
1 Ph, 0-7.0 Amps
❑ P/N 10-4465
1 Ph, 7.0-15.0 Amps
❑ P/N 10-1078
3 Ph, 2.5-4.0 Amps, 200-460 V
❑ P/N 10-1080
3 Ph, 4.0-6.3 Amps, 200-460 V
❑ P/N 10-1082
3 Ph, 6.0-10.0 Amps, 200-460 V
❑ P/N 10-1083
3 Ph, 9.0-14.0 Amps, 200-460 V
❑ P/N 10-1134
3 Ph, 2.5-4.0 Amps, 575 V
DUPLEX PANELS: (For
use with non -automatic pumps)
❑P/N 10-4462
1 Ph, 0-7.0 Amps
❑ P/N 10-4464
1 Ph, 7.0-15.0 Amps
❑ P/N 10-1106
3 Ph, 2.5-4.0 Amps, 200-460 V
❑ P/N 10-1108
3 Ph, 4.0-6.3 Amps, 200-460 V
❑ P/N 10-1110
3 Ph, 6.0-10.0 Amps, 200-460 V
❑ P/N 10-1111
3 Ph, 9.0-14.0 Amps, 200-460 V
- ❑ P/N 10-1156
3 Ph, 2.5-4.0 Amps, 575 V
HIGH WATER ALARMS: (For use with automatic pumps)
All alarms come with 15' variable level float switch.
❑ P/N 10-0412 indoor only
❑ P/N 10-0623 indoor/outdoor
❑ WN 10-0126 indoor/outdoor w/ dry alarm contacts
(C) FLOAT SWITCHES
• 3 float switches required for simplex applications
• 3 or 4 float switches required for duplex applications
• Weight optional for high water alarms
❑ P/N 10-0744 Float switch w/ 20' cord
❑ P/N 10-1878 Float switch w/ 35' cord
I ❑ P/N 10-1879 Float switch w/ 50' cord
❑ P/N 10-0689 Weight only
(D) JUNCTION BOXES (optional)
SIMPLEX SYSTEM:
❑ P/N 10-0579 Qwik Box, 115 Volt, 15 Amp Max.
❑ P/N 10-0580 Qwik Box, 230 Volt, 20 Amp Max.
❑ P/N 10-0647 For 3-float outdoor package
DUPLEX SYSTEM:
❑ P/N 10-0648 For 3-float systems
❑ P/N 10-0649 For 4-float systems
(E) PREPACKAGED INDOOR SYSTEM
STANDARD EQUIPMENT
• Fiberglass basin w/ fiberglass anti -flotation ring
• Rust -resistant steel cover (epoxy coated)
• Inspection plate
• Pump access cover (2) for duplex
• (1) 3" Adaptaflex vent seal
• (1) 1-1/4" Adaptaflex discharge pipe seal
• Cord seal
• (1) 4" Adaptaflex inlet pipe seal (field -installed)
• Pump support hardware
• 1-1/4" NPT cast iron check valve (2) for duplex
• 1-1/4" PVC Ball valve (2) for duplex
SIMPLEX SYSTEM:
❑ P/N 32-0011 Automatic models
24" x 36" Fiberglass w/ inspection plate
DUPLEX SYSTEM:
❑ P/N 32-0009 30" x 36" Fiberglass w/ 3 float
inspection plate
❑ P/N 32-0010 30" x 36" Inspection plate basin w/
4 float inspection plate
TYPICAL SIMPLEX INDOOR SYSTEM
OPTIONAL HIGH WATERALARM
(FIELD INSTALLED) 1-114" PVC SLIP X SLIP
TO ALARM PANEL BALL VALVE
(FIELD INSTALLED)
0
- • 1-114" FEMALE NPT
CAST IRON CHECK VALVE
(FIELD INSTALLED)
PUMP SUPPORT I �1-1/4' GROMMET SEAL
HARDWARE
4"RUBBERINLET
PIPE SEAL
(FIELD INSTALLED)
GALVANIZED PIPE
36"
1
—1-114"
GALVANIZED PIPE
ALARM ON
_
OFF
GRINDER PUMP
24"24" NOMINAL
69:f[li
PREPACKAGED AND JOB READY SYSTEMS -'INDOOR
REG.
Grinder (auto or nonauto)
P/N
(A)
Control Panel or alarm
P/N
(B)
Floats and weights
P/N
(C)
Junction Box (optional)
P/N
(D)
Basin, cover and hardware
P/N
(E)
© Copyright 2019 Zoeller® Co. All rights reserved.
502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoeller.com

(F) PREPACKAGED OUTDOOR SYSTEM WITH
Z-RAIL° TECHNOLOGY
• Fiberglass basin with fiberglass anti -flotation ring
• 2" Schedule 80 PVC discharge piping
• 1-1/4" x 2" Z-Rail° disconnect system, epoxy coated
ductile iron
• 3/4" Galvanized rail pipes
• Stainless steel lifting cable and bail
• 2" PVC ball valve (installed)
• 2" cast iron check valve (installed)
• Pre -wired PVC float tree
• (1) 4" rubber inlet pipe seal (field install)
• (1) 2" pipe seal (field install) for electrical conduit
• Solid fiberglass cover with Zoeller imprint
SIMPLEX
❑
24" x 48" (61 x 122 cm)
P/N 33-2054
❑
24" x 60" (61 x 152 cm)
P/N 33-2057
❑
24" x 72" (61 x 183 cm)
P/N 33-2060
❑
24" x 84" (61 x 213 cm)
P/N 33-2063
❑
24" x 96" (61 x 244 cm)
P/N 33-2069
❑
24" x 108" (61 x 274 cm)
P/N 33-2075
❑
24" x 120" (61 x 305 cm)
P/N 33-2078
30" x 48" (76 x 122 cm)
P/N 33-2081
❑
30" x 60" (76 x 152 cm)
P/N 33-2084
❑
30" x 72" (76 x 183 cm)
P/N 33-2087
❑
30" x 84" (76 x 213 cm)
P/N 33-2090
❑
30" x 96" (76 x 244 cm)
P/N 33-2096
❑
30" x 108" (76 x 274 cm)
P/N 33-2102
❑
30" x 120" (76 x 305 cm)
P/N 33-2105
DUPLEX
❑
36" x 48" (91 x 122 cm)
P/N 33-2108
❑
36" x 60" (91 x 152 cm)
P/N 33-2111
❑
36" x 72" (91 x 183 cm)
P/N 33-2114
❑
36" x 84" (91 x 213 cm)
P/N 33-2117
❑
36" x 96" (91 x 244 cm)
P/N 33-2123
❑
36" x 108" (91 x 274 cm)
P/N 33-2129
❑
36" x 120" (91 x 305 cm)
P/N 33-2132
❑
48" x 48" (122 x 122 cm)
P/N 33-2135
❑
48" x 60" (122 x 152 cm)
P/N 33-2138
❑
48" x 72" (122 x 183 cm)
P/N 33-2141
❑
48" x 84" (122 x 213 cm)
P/N 33-2144
❑
48" x 96" (122 x 244 cm)
P/N 33-2150
❑
48" x 108" (122 x 274 cm)
P/N 33-2156
❑
48" x 120" (122 x 305 cm)
P/N 33-2159
FIELD -ASSEMBLED
SYSTEM COMPONENTS
Z-Rail° Disconnect System for 1-1/411 pump
discharges (Rail System discharge is 2" NPT
male thread)
Ductile iron construction
❑ P/N 39-0134 WGT. 43 Ib (19.5 kg)
With stainless steel upper rail support
❑ P/N 39-0135 WGT. 43 Ib (19.5 kg)
Stainless Steel Lifting Bail
❑ P/N 10-0789 Required
Intermediate Stabilizer Bracket for every
121 (3.7 m) of depth
Stainless steel construction
❑ P/N 39-0139
WGT. 6 lb (2.7 kg)
Check Valves
1-1/4" Cast iron NPT female
❑ P/N 30-0163
WGT. 7.5 Ib (3.4 kg)
2" Cast iron NPT female
❑ P/N 30-0152
WGT. 10 Ib (4.5 kg)
Ball Valves
1-1/4" Slip to slip
❑ P/N 30-0165
WGT. 2 lb (0.9 kg)
2" Slip to slip
❑ P/N 30-0167
WGT. 2.5 Ib (1.1 kg)
Stainless Steel Lifting Cable
8' (2.4 m)
❑ P/N 39-0031
WGT. 1 lb (0.5 kg)
12' (3.7 m)
❑ P/N 39-0032
WGT. 1 lb (0.5 kg)
TYPICAL SIMPLEX OUTDOOR SYSTEM
0 0
HIGH WATERALARM
OR SIMPLEX
CONTROL PANEL
(FIELD INSTALLED)
0 0
SOLID FIBERGLASS COVER
OPTIONS
• Steel hatch cover
*Aluminum hatch cover FLOAT TREEASSEMBLY
• Special sizes and configurations (consult factory)
-PREPACKAGED AND JOB READY SYSTEMS.
OUTDOOR
REQ.
Grinder (auto or nonauto)
P/N
(A)
Control panel/alarm system
P/N
(B)
Floats and weights
P/N
(C)
Junction Box (optional)
P/N
(D)
Basin, cover and rail system
t P/N
(F)
2" FLEX BOOT FITTING
(LOCATION VARIES
WITH BASIN DEPTH)
2" SCH. 80 BALLVALVE
2" PVC SCH. 80 PLBG.
314" GUIDE RAILS
7' CAST IRON CHECK VALVE
1.25.2' Z-WUL
FIBERGLASS AFD
2" PIPE SEAL
(FIELD INSTALLED)
4" PIPE SEAL
(FIELD INSTALLED)
ALARM
ON
DFF
'HP GRINDER PUMP
24" MIN. SK3110
© Copyright 2019 Zoeller' Co. All rights reserved.
502-778-2731 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoeller.com

Planning & Project Management / Civil Engineering
Surveying / Environmental Engineering & Services
11 Arlington Street /Asheville NC 28801
BROOKS
ENGINEERING ASSOCIATES www.brooksea.com / 828-232-4700
LAKESIDE PRODUCE GREENHOUSE FACILITY
HENDERSON COUNTY NORTH CAROLINA
RECLAIMED WASTEWATER SYSTEM
CALCULATIONS
PREPARED FOR: ch
LAKESIDE PRODUCE. Gt
1 32 ELLIOT ST.
am..
LEAMINGTON, ONTARIO, NBH :1 A40 e LIP
CANADA cam p rs
00
cv
0
N
FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION
im
11l11 lilt �
ORIGINAL: AUGUST 16, 201
SR01.3KS ENGINEERING_ ASSOCIATES PROJECT NEM 4745113

I
J
1
" TABLE OF CONTENTS
,I
_,
1.0 Calculations
J
1.1
Water and Nutrient Balance
1.2
TDH Calculations
- EQ To Recirc Tank
- Recirc to EZ Treat Pod
- Disc Filter Dosing
- Final Dose Tank to irrigation Tank
- Upset Condition Dose to Upset Pond
- Grinder Pump to WWTF
1.3
i
Tank Size and Float Settings
1.4
WWTF Process Calculations
- Treatment system effluent parameters
- UV System
1.5
Buoyancy
- 8,000 gallon septic tank
- 5,000 gallon pump tank
-1500 gallon pump tank
- 6500 gallon pump tank
- EZ Treat Pod

i
i
1.0 CALCULATIONS
1

1.1 Water and Nutrient Balance

WATER & NUTRIENT BALANCE
WATER BALANCE
Water Requirements
Units
No. Units
Flow/Unit
al
Add'I Irrigation
Water d
% by
Reuse
Phase 1 Irrigation system Make-up Water
ft2
829818
0.245424
203,657
3.4%
Phase 2 Irrigation system Make-up Water
1 W
1 514879
1 0.245424
1 126,364
1 2.1 %
Make water Requirement (10L/m2)
NUTRIENT BALANCE
0.245424 al/sf
Nutrient Requirements For Irrigation System
Units
No. Units
Acres
Lbs./day
% by
Reuse
Phase 1 Total Nitrogen
lb/acre
11
19.05
210
0.70%
Phase 1 Total Phosphorus
lb/acre
4
19.05
84
0.56%
Phase 2 Total Nitrogen
lb/acre
11
11.82
1 130
0.43%
Phase 2 Total Phosphorus
lb/acre
4
11.82
1 52
0.34%
Nutrients Added to Irrigation System by
OSWW
Units
No. Units
m /I
Lbs./da
Phase 1 & 2 Total Nitrogen
gpd
7010
25
1.46
Phase 1 & 2 Total Phosphorus
gpd
7010
8.00
0.47

1.2 TDH Calculations
- EQ To Recirc Tank
- Recirc to EZ Treat Pod
- Disc Filter Dosing
- Final Dose Tank to irrigation Tank
- Upset Condition Dose to Upset Pond
- Grinder Pump to WWTF

EQ Tank to Recirc Tanks
TDH CALCULATIONS
TDH =AH+h,,,
where:
AH = elevation head
hR, = major pipe losses, utilize Hazen Williams equation with equivalent lengths for fittings
h,,, _ (4.727 U d4.87) (Q/C)l.85 where: Q in cfs, L in feet, d in ft.
no user input
user input req'd
Piping:
Diameter = OEM inches (nominal) equals 2.047 inches (ID)
0.1705833 ft.
NODE:
INPUTS
Elevation Head Loss
Major Losses
Equiv. Length
Sum
No. inputs Fittings
Details
Initial Elev.
Final Elev.
L
"C..
(FT)
Eq. Length
1 Pipe
26.0
90 DEG ELL
7
42.00
45 DEG ELL
4
24.00
90 DEG TEE
10
0.00
COUPLING
2
2.50
GATE VALVE
1.3
3.90
GLOBE VALVE
55
0.00
ANGLE VALVE
28
0.00
CHECK VALVE
19
19.00
117.36�
Q (gpm)
hm (feet)
TDH
PSI
Velocity
10
7.00
0.25
7.26
3.1
1.02
20
7.00
0.90
7.90
3.4
2.04
30
7.00
1.90
8.90
3.9
3.07
40
7.00
3.23
10.23
4.4
4.09
50
7.00
4.89
11.89
5.1
5.11
60
7.00
6.85
13.85
6.0
6.13
70
7.00
9.12
16.12
7.0
7.15
80
7.00
11.68
18.68
8.1
8.17
90
7.00
14.52
21.52
9.3
9.20
100
7.001
17.65
1 24.65
10.7
10.22
110
7.001
21.06
1 28.06
12.1
11:24

Recirc Tank to Pod
TDH CALCULATIONS
TDH =AH+hm
where:
AH = elevation head
hR, = major pipe losses, utilize Hazen Williams equation with equivalent lengths for fittings
hn, _ (4.727 U d4.87) (Q/C)1.85 where: Q in cfs, L in feet, d in ft.
no user input
user input req'd
Piping:
Diameter = inches (nominal)
equals 2.047 inches (ID)
0.1705833 ft.
INPUTS
Elevation Head Loss
Major Losses
Equiv. Length
Sum
Details
Initial Elev.
Final Elev.
L
..C"(FT)
Eq. Length
32.7
L
7
42.00
L
Ji
4
24.00
rDEG
E
10
0.00
2
3.00
E,
ANGLE VALVE
1.3
2.60
40
1080.00
28
0.00
CHECK VALVE 19
19.00
1203.30]
Q (gpm)
hm (feet)
TDH
PSI
Velocity
10
13.00
2.54
15.54
6.7
1.02
20
13.00
9.19
22.19
9.6
2.04
30
13.00
19.47
32.47
14.1
3.07
40
13.00
33.16
46.16
20.0
4.09
50
13.00
50.13
63.13
27.3
5.11
60
13.00
70.27
83.27
36.0
6.13
70
13.00
93.49
106.49
46.1
7.15
80
13.00
119.72
132.72
57.5
8.17
90
13.00
148.90
161.90
70.1
9.20
100
13.001
180.99
1 193.991
84.0
1 10.22
110
13.001
215.93
228.931
99.1
1 11.24

Pump Tank To Disc
TDH CALCULATIONS
TDH =OH+hm
where:
AH = elevation head
hm = major pipe losses, utilize Hazen Williams equation with equivalent lengths for fittings
hm = (4.727 U d'-") (Q/C)1.85 where: Q in cfs, L in feet, d in ft.
^�- no user input
- user input req'd
Piping:
Diameter= EEEJMinche=s(nc minal) equals 1.59 inches (ID)
0.1325 ft.
NODE:
INPUTS
Elevation Head Loss
Major Losses
Equiv. Length
Sum
No. inputs Fittings
Details
Initial Elev.
Final Elev.
L
"c.,
(FT)
Eq. Length
1 Pie
23.3
90 DEG ELL _
5
30.00
45 DEG ELL
3
18.00'
90 DEG TEE
7
0.00
COUPLING
1.5
1.50
GATE VALVE
1
3.00
Disc Filter
100
100.00
ANGLE VALVE
22
0.00;
CHECK VALVE
14
14.00
_ 189.821
Q (gpm)
hm (feet)
TDH
PSI
Velocity
10
12.00
1.37
13.37
5.8
1.82
20
12.00
4.96
16.96
7.3
3.63
30
12.00
10.51
22.51
9.7
5.45
40
12.00
17.91
29.91
12.9
7.27
50
12.00
27.07
39.07
16.9
9.08
60
12.00
37.94
49.94
21.6
10.90
70
12.00
50.48
62.48
27.0
12.72
80
12.00
64.64
76.64
33.2
14.53
90
12.00
80.39
92.39
40.0
16.35
100
12.001
97.72
1 109.72
47.5
18.16
110
12.00
116.58.
128.58
55.7
19.98

Final Dose Tank to Irrigation Tank
TDH CALCULATIONS
TDH =AH+hm
where:
OH = elevation head
hm = major pipe losses, utilize Hazen Williams equation with equivalent lengths for fittings
hm = (4.727 U d4.87) (Q/C)1.85 where: Q in cfs, L in feet, d in ft.
no user input
6-mm� user input req'd
Piping:
Diameter = inches (nominal)
NODE:
equals 2.047 inches (ID)
0.1705833 ft.
INPUTS
Elevation Head Loss
Major Losses
Equiv. Length
Sum
No. inputs Fittings
Details
Initial Elev.
Final Elev.
L
"C"
(FT)
Eq. Length
1 Pie
_
6547
90 DEG ELL
7
42.00
4,5 DEG ELL_
4.
24:00
90 DEG TEE
10
0.00
COUPLING,
2
65'.00
GATE'VALVE
1.3
2:60
Nozzles
40
1080A0
ANGLE VALVE
`-
28
0.00
CHECK VALVE
19
19.60
[ 188726[
Q (gpm)
11H
I hm (feet)
TDH
PSI
Velocity
10
78.00
3.99
81.99
35.5
1.02
20
78.00
14.41
92.41
40.0
2.04
30
78.00
30.53
108.53
47.0
3.07
40
78.00
52.01
130.01
56.3
4.09
50
78.00
78.63
156.63
67.8
5.11
60
78.00
110.22
188.22
81.5
6.13
70
78.00
146.63
224.63
97.2
7.15
80
78.00
187.77
265.77
115.1
8.17
90
78.00
233.54
311.54
134.9
9.20
100
78.001
283.86
361.861
156.7
10.22
110
78.00.
338.66
416.661
180.4
1 11.24

Upset Tank to pond
TDH CALCULATIONS
TDH =AH+h,„
where:
AH = elevation head
hn, = major pipe losses, utilize Hazen Williams equation with equivalent lengths for fittings
h,,, _ (4.727 U d4.87) (Q/C)1.85 where: Q in cfs, L in feet, d in ft.
no user input
user input req'd
Piping:
Diameter = MEN inches (nominal)
NODE:
equals 2.047 inches (ID)
0.1705833 ft.
INPUTS
Elevation Head Loss
Major Losses
Equiv. Length
Sum
No. inputs Fittings
Details
Initial Elev.
Final Elev.
L
loci.
(FT)
Eq. Length
1 Pie
90 DEG ELL
='
52.3
7
42.00
45 DEG ELL
4
24.00
90 DEG TEE
10
0.00
COUPLING
2
5.20
GATE VALVE
1.3
3.90
GLOBE VALVE
55
0.00
ANGLE VALVE
28
0.00
CHECK VALVE
19
19.00
146.45)
Q (gpm)
hm (feet)
TDH
PSI
Velocity
10
6.00
0.31
6.31
2.7
1.02
20
6.00
1.12
7.12
3.1
2.04
30
6.00
2.37
8.37
3.6
3.07
40
6.00
4.04
10.04
4.3
4.09
50
6.00
6.10
12.10
5.2
5.11
60
6.00
8.55
14.55
6.3
6.13
70
6.00
11.38
17.38
7.5
7.15
80
6.00
14.57
20.57
8.9
8.17
90
6.00
18.12
24.12
10.4
9.20
100
6.00
22.03
1 28.031
12.1
10.22
110
6.00
26.28
1 32.281
14.0
11.24

Grinder Pump
TDH CALCULATIONS
TDH =OH+hm
where:
AH = elevation head
hn, = major pipe losses, utilize Hazen Williams equation with equivalent lengths for fittings
hm = (4.727 L/ d4.87) (Q/C)1.85 where: Q in cfs, L in feet, d in ft.
no user input
-user input req'd
Piping:
Diameter = inches (nominal)
NODE:
equals 2.047 inches (ID)
0.1705833 ft.
INPUTS
Elevation Head Loss
Major Losses
Equiv. Length
Sum
No. inputs Fittings
Details
Initial Elev.
Final Elev.
L
"C.,
(FT)
Eq. Length
1 Pi a
2023.0'
90 DEG ELL
7
42.00,
45 DEG ELL '`
4
24:00
90 DEG TEE
10
0.00
COUPLING-
2 ��
202.30
GATE VALVE
1.3
1.30
GLOBE, VALVE
55
0.00
ANGLE VALVE
.
28
0.00
dHECKVALVE
19
1900.
, 2311:60]
Q (gpm)
hm (feet)
TDH
PSI
Velocity
10
-1.00
4.89
3.89
1.7
1.02
20
-1.00
17.65
16.65
7.2
2.04
30
-1.00
37.40
36.40
15.8
3.07
40
-1.00
63.71
62.71
27.1
4.09
50
=1.00
96.31
95.31
41.3
5.11
60
-1.00
135.00
134.00
58.0
6.13
70
-1.00
179.60
178.60
77.3
7.15
80
-1.00
229.99
228.99
99.1
8.17
90
-1.00
286.05
285.05
123.4
9.20
100
-1.001
347.69
1 346.691
150.1
10.22
110
-1.001
414.81
1 413.811
179.1
11.24

1.3 Tank Size and Float Settings
4

EQ Pump Tank
6500 gallon Pump Tank Selected
Req'd. EQ Storage (gal) 1752.5 gal
Total Tank Height 54 inches
Storage (gal/ft) 1496.16
Storage (gal/in) 124.68
Pump Off Level 18 inches
Pump Drawdown on Cycle Dose 2.3 inches
Req'd. EQ Storage (in) 14.06 inches
4 Hour Emergency Storage (gal) 1752.50 gal
Req'd. Emergency Storage (in) 14.06 inches
**Req'd EQ Storage = 2 hours peak flow - 2 hours period of pump cycles
Actual Settings
Top Depth from Top Interior
8.OI997.4 inches/gal.
Total Depth (in.) �.o
Total Depth (in.) 14.0 6.01748.1 inches/gal.
Alarm Enable
Total Depth (in.) 3 .0 18.012244.2 inches/gal.
Dose Enable Level
Total Depth (in.) 3�.0 I 4.001498.7 inches/gal.
AGE
Total Depth (in.) 5�.0 1812244 inches/gal.
Tank bottom level
Brooks Engineering Associates, PA p.1 of 1 8/16/2019

Final Dose Tank to Irrigation Tank
TDH CALCULATIONS
TDH = AH + hn,
where:
AH = elevation head
h,, = major pipe losses, utilize Hazen Williams equation with equivalent lengths for fittings
hm = (4.727 U d4'87) (Q/C)1.85 where: Q in cfs, L in feet, d in ft.
no user input
- user input req'd
Piping:
Diameter = inches (nominal)
NODE:
equals 2.047 inches (ID)
0.1705833 ft.
INPUTS
Elevation Head Loss
Major Losses
Equiv. Length
Sum
ings
Details
Initial Elev.
Final Elev.
L
"C"(FT)
Eq. Length
e
654.7
DEG ELL
7
42.00
JJ45'DEG ELL
4
24.00
DEG TEE
10
0.00
UPLING
2
65.00
TE VALVE
1.3zles
40
1080.00
11MANGLE VALVE
28
0.00
CHECK VALVE
19
19.00
1 9887.26)
Q (gpm)
hm (feet)
TDH
PSI
Velocity
10
78.00
3.99
81.99
35.5
1.02
20
78.00
14.41
92.41
40.0
2.04
30
78.00
30.53
108.53
47.0
3.07
40
78.00
52.01
130.01
56.3
4.09
50
78.00
78.63
156.63
67.8
5.11
60
78.00
110.22
188.22
81.5
6.13
70
78.00
146.63
224.63
97.2
7.15
80
78.00
187.77
265.77
115.1
8.17
90
78.00
233.54
311.54
134.9
9.20
100
78.001
283.86
361.86
156.7
10.22
110
78.001
338.66
1 416.66
180.4
11.24

TANK SIZING CALCULATIONS
Disc Filter Dose Pump Tank
1500 gallon Pump Tank Selected
Design Flow
7010 gpd
Total Tank Height
60 inches
Storage (gal/ft)
418.92
Storage (gal/in)
34.91
Pump Off Level
18 inches
Gallons per cycle
160.0 gal.
Pump Drawdown on Cycle Dose
4.6 inches
Estimated Volume to Pressurize
350.0 gal
Pump Drawdown on 3 Cycle Dosing
43.8 inches
Req'd. Emergency Storage 4 hours of recycle doses
224.00 gal .
Req'd. Emergency Storage (in)
6.42 inches
Actual Settings
Top Depth
from
Top Interior
6.0 1 209.5
inches/gal.
Total Depth (in.)
6.0
Peak Enable Level
8.01279.3
inches/gal.
Total Depth (in.) 14.0
Alarm Enable
24.01837.8
inches/gal.
Total Depth (in.) 38.0
Dose Enable Level
41139.6
inches/gal.
Total Depth (in.) 42.0
Off level
181628
inches/gal.
Total Depth (in.) 60.0
Tank bottom level
Brooks Engineering Associates, PA p.1 of 1 8/14/2019

1.4 VWI/TF Process Calculations
- Treatment system effluent parameters
- UV System
r

SUMMARY OF PROPOSED TREATMENT SYSTEM CONTAMINANT REDUCTION
Parameter
Septic Tanks
Influent* Effluent
EZ Treat
Influent Effluent
UV
Influent
Effluent
Sources**
Calculations?
BOD5
350
170.6
171
7.7
NA
NA
1, 2, 4
Provided
TSS
250
50
50
0.68
NA
NA
1, 2, 4
Provided
NH3-N
60
60
60
0.9
NA
NA
3
Provided
NO3-N
0
0
0
8.1
NA
NA
3
Non -empirical,
reduction % from source
NO2-N
0
0
0
0.5
NA
NA
3
Non -empirical,
reduction % from source
TKN
80
70
70
0.9
NA
NA
3
Non -empirical,
reduction % from source
TN
50
50
50
9.5
NA
NA
1
Provided
Total P
10
5
5
5
NA
NA
5
Non -empirical,
reduction % from source
Fecal
1.00E+06
10
6
Provided
*All units are in mg/I
**Sources
1 Calculations based on NSF 345 and 245 Certifications for EZ Treat System
2 Engineering Review., Alternative Onsite Wastewater Systems, Brooks 1996
3 USEPA Onsite Wastewater Treatment Systems Technology Fact Sheet 11 (EPA 625/R-00/008)
4 USEPA Onsite Wastewater Treatment and Disposal Systems Design Manual (EPA 625/1-80-012)
5. Wastewater Engineering Treatment/Disposal/Reuse, Metcalf & Eddy
6 Manufacturer assisted calculations

PROCESS DESIGN CALCULATIONS
Lakeside Produce WWTF Process Calculations
Design Flow Rate
1st 1Q Septic Tank Influent BOD5
2nd 1Q Septic Tank Influent BODS
EZ Treat Recirc Tank Influent BODs
1st 1Q Septic Tank Influent TSS
2nd 1Q Septic Tank Influent TSS
EZ Treat Recirc Tank Influent TSS
7010 gpd
350 mg/1 (35% reduction)
227.5 mg/1 (25% reduction)
170.625 mg/I
300 mg/l (70% reduction)
90.0 mg/1 (50% reduction)
45 mg/I
4L Pods 2
1Q Septic 1Q Septic -
Recirc Tank
8000 8000 8000
4L Pods 2
"Ell
- Dose Tank
> Recirc Tank
8,000 16,400
2 Pod
2 Pod
2 Pod
BODs Process Reduction Influent
Influent
Pod Loading
Effluent
Effluent
% BOD
BOD (mg/1)
BOD (lb)
Rate (Ib/pod)
BOD (lb)
BOD (mg/1)
Reduction
First Recirculation 170.6
10
5.0
1.5
25.6
85.0%
Second Recirculation 25.6
1
0.7
0.4
7.68
70.0%
total
95.5%
Criteria: 1) Septic Tanks will provide total BOD reduction of 51.3%
2) Typical Organic Loading for Pod 200 mg/1
Hydraulic Loading for Pod 3200 gpd
with 112 s.f. of media 28.57 gpd/sf
Resulting Loading Rate (lb BOD per s.f.) 0.08896
Resulting Loading Rate (lb/pod) 5.3
3) Per NSF 350 Certification 90+% Effluent Removal at typical loading rates.
Expressed above assumes 85% of the influent BOD is removed with first recirculation
and 70% removed with second recirculation

PROCESS DESIGN CALCULATIONS
2 Pod
2 Pod
2 Pod
TN Process Reduction
Influent
Influent
Pod Loading
Effluent
Effluent
% TN
TN (mg/1)
TN (lb)
Rate (lb/pod)
TN (lb)
TN (mg/1)
Reduction
First Recirculation
50
3
2.0
0.92
15.8
68.4%
Second Recirculation
15.8
1
0.5
1
9.5
40.0%
Resulting NH3 (10% TN)
0.9
Criteria: 1) Septic Tankage will convert all TKN to NH4
2) Typical TN Loading for Pod 50 mg/1
Hydraulic Loading for Pod 3200 gpd
with 112 s.f. of media 28.57 gpd/sf
Resulting Loading. Rate (lb BOD per s.f.). 0.02224
Resulting Loading Rate (lb/pod) 3.6
3) Per NSF 245 Certification data demonstrates >50% TN removal
Effluent Removal expressed above assumes 50% of the influent TN is removed with
first recirculation and 40% based on the second recirculation
4) >80% of TN will be nitrates, with less than 10% NH3
2 Pod 2 Pod 2 Pod
TSS Process Reduction Influent Influent Pod Loading Effluent Effluent % TSS
TSS (mg/1) TSS (lb) Rate (Ib/pod) TSS (lb) TSS (mg/1) Reduction
First Recirculation 45 3 1.3 1 13.5 70.0%
Second Recirculation 13.5 1 0.4 0 6.8 50.0%
Disc Filtration 6.8 0.4 0.68
Criteria: 1)
Septic Tankage removal rates above
2)
Typical TSS Loading for Pod
70 mg/1
Hydraulic Loading for Pod
3200 gpd
with 112 s.f. of media
28.57 gpd/sf
Resulting Loading Rate (lb TSS per s.f.)
0.031136
Resulting Loading Rate (lb/pod)
5.0
3)
Effluent Removal expressed above assumes 70% of the influent TSS is removed with
first recirculation and 50% based on the second recirculation
based on manufacturer's and NSF data
4)
Disc filtration provides >90% removal

UV Intensity Calculations
Round Housing
Lamp Model: GPH620T5U4
Length, of Lamp = 30
inches
Diameter. of Lamp =
3/4
inches
Nominal Intensity =
3,700
mW-sec/cm2 (at < 3" from lamp centerline)
Arc Length = 27 7/8
inches (length of lamp less 2 1/8")
Effective Intensity =
2,294
mW-sec/cm2 (62% of nominal intensity for wastewater)
Design Dosage =
24,000
mW/cm2 (gives >log-5 reduction for E. coli, log-3 reduction for Rotavirus, Polio)
(treats 1,000,000 MPN/100 mL Total Coliform to 10 MPN/100 mL)
Chamber Diameter =
4
inches
Chamber Volume =
1.516
gallons
Lamp Volume =
0.053
gallons
Net Fluid Volume =
1.463
gallons
Req'd Retention Time =
10.5 seconds
Number of Lamps
8
Max Flow Rate =
8.4 gpm / chamber
Max Flow. Rate for all lamps =
67.14 gpm for 100 MPN/mL effluent
Max Flow Rate from system =
30.00 gpm
Retention Time at Max Flow =
23.42 seconds for 14 MPU/100 mL

1.5 Buoyancy
- 8,000 gallon septic tank
- 5,000 gallon pump tank
-1500 gallon pump tank
- 6500 gallon pump tank
- EZ Treat Pod

IFor Tank: 6500 gal EQ Tank
Soil Depth = 4 ft
Tank Width
11.33
ft
Tank Height
5.83
ft
Tank Length
21.33
ft
Volume of Tank
1410.37 Cubic Feet
Tank Weight (dry)
55,806 Ibs
Up Force from Displaced Water: (assumes water to tank
top) 87,866.1 Lbs
Minimum Tank Water Volume
F- 0 gal
Weight of Water Permanently in Tank
0.0 lbs
Volume of Soil above tank
967.11 Cubic Feet
Soil Density
90 lb/c.f.
Soil Weight
87040 lb
Down Force From Tank, Water and Soil:
142,846.0 Lbs
Factor of Safety: 1.625724
-Factory of Safety OK
Predicted Height of Water at Tank for Bouyancy
9.48 ft

BOUYANCY CALCULATIONS
For Tank: 8000 gal Septic Tank
Soil Depth = 4 ft
Tank Width
11.00
ft
Tank Height
7.50
ft
Tank Length
23.00
ft
Volume of Tank
1897.50 Cubic Feet
Tank Weight (dry)
69,260 Ibs
Up Force from Displaced Water: (assumes water to tank
top) 1.18,214.3 Lbs
Minimum Tank Water Volume
gal
Weight of Water Permanently in Tank
0.0 Ibs
Volume of Soil above tank
1012.00 Cubic Feet
Soil Density
90 lb/c.f.
Soil Weight
91080 lb
Down Force From Tank, Water and Soil:
160,340.0 Lbs
Factor of Safety: 1.356351
-Factory of Safety OK
Predicted Height of Water at Tank for Bouyancy
10.17 ft

BOUYANCY CALCULATIONS
For Tank: 6000 gal Tank
Soil Depth = 4 ft
Tank Width
ft
Tank Height
aft
ft
Tank Length
Volume of Tank
934.93 Cubic Feet
Tank Weight (dry)
51,338 Ibs
Up Force from Displaced Water: (assumes water to tank top)
58,246.1 Lbs
Minimum Tank Water Volume
gal
Weight of Water Permanently in Tank
0.0 Ibs
Volume of Soil above tank
361.92 Cubic Feet
Soil Density
90 lb/c.f.
Soil Weight
32573 lb
Down Force From Tank, Water and Soil:
83,910.8 Lbs
Factor of Safety: 1.440624 -Factory of Safety OK
Predicted Height of Water at Tank for Bouyancy
14.89 ft

BOUYANCY CALCULATIONS
For Tank: 1500 gal Pump Tank
Soil Depth = 4 ft
Tank Width
ft
Tank Height
[:aft
ft
Tank Length
Volume of Tank
436.77 Cubic Feet
Tank Weight (dry)
25,502 Ibs
Up Force from Displaced Water: (assumes water to tank top)
27,210.8 Lbs
Minimum Tank Water Volume
gal
Weight of Water Permanently in Tank
0.0 Ibs
Volume of Soil above tank
291.18 Cubic Feet
Soil Density
90 lb/c.f.
Soil Weight
26206 lb
Down Force From Tank, Water and Soil:
51,708.2 Lbs
Factor of Safety: 1.900284 -Factory of Safety OK
Predicted Height of Water at Tank for Bouyancy
11.40 ft

BOUYANCY CALCULATIONS
For Tank: EZ Treat pods
TANK
Soil Depth = 3 ft
3 feet
Anti-bouyancy collars
Tank Width
7.50 ft
Tank Height
3.17 ft
Tank Length
16.13 ft
Volume of Tank
383.01 Cubic Feet
Tank Weight (dry)
1,250 Ibs
Up Force from Displaced Water: (assumes water to tank top)
23,861.5 Lbs
Minimum Tank Water Volume
DO gal
Weight of Water Permanently in Tank
0.0 Ibs
Volume of Soil above Anti-bouyancy collars
290.25 Cubic Feet
Soil Density
115 lb/c.f.
Soil Weight
33379 lb
Down Force From Tank, Water and Soil:
34,628.8 Lbs
Factor of Safety: 1.451242 -Factory of Safety OK
Predicted Height of Water at Tank for Bouyancy
4.60 ft