WQ0029792_Modification_20210219

Initial Review
Reviewer Thornburg, Nathaniel
Is this submittal an application? (Excluding additional information.)*
r Yes r No
Permit Number (IR)* WQ0029792
Applicant/Permittee J. Alan and Anne L. Campbell
Applicant/Permittee Address 501 Lost Way, Hurdle Mills, NC 27541
Is the owner in BIMS? r Yes r No Is the facility in BIMS? r• Yes r No
Owner Type Individual
Facility Name 501 Lost Way SFR
County Orange
Fee Category Single -Family Residence
Is this a complete
application?*
c Yes r No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review bythe hydrogeologist?* r Yes r No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount $20
Complete App Date 02/19/2021
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Kendall
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Rease provide information on the person to be contacted by NF Staff
Name * Vern Herrington
Email Address*
vern.herrington@macconnellandass
oc.com
Project Information
electronic subntttal, confirmation of receipt, and other correspondence.
Application/Document Type * r New (Fee Required)
c Modification - Major (Fee Required)
r Renewal with Major Modification (Fee
Required)
r Annual Report
r Additional Information
r Other
Phone Number*
919-467-1239
C Modification - Minor
C Renewal
C GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
C Residual Annual Report
C Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
r Wastewater Irrigation
r High -Rate Infiltration
r Other Wastewater
C Reclaimed Water
r Closed -Loop Recycle
C Residuals
IT Single -Family Residence Wastewater
C Other
Irrigation
Permit Number:*
WQ0029792
Has Current Existing permit number
Applicant/Permittee *
J. Alan and Anne L. Campbell
Applicant/Permittee Address*
501 Lost Way, Hurdle Mills, NC 27541
Facility Name *
501 Lost Way SFR
Please provide comments/notes on your current submittal below.
Application Package is for change of treatment system only. Existing spray field will stay as
originally permitted. Project proposes replacing the existing damaged peat filter with new EZ
Treat treatment system. New EZ Treat system will consist of the existing septic tank, new
recirculation tank, new EZ Treat recirculating media filter, new LIV disinfection, and existing
field dosing tank.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.*
(Application Form Engineering Rans, Specifications, Calculations, 13c.)
A88201.00 -Alan & Anne Campbell - 501 Lost Way -
14.61 MB
Conversion to EZ Treat.pdf
Upload only 1 RFdocument (less than 250IVB). IvLRiple documents rust be confined into one RJFfile unless file is larger than
upload limit.
* V By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order
and made payable to the North Carolina Department of Environmental Quality
(NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617

Signature
Submission Date 2/15/2021

P.O. Box 129
Morrisville, NC 27560
[phone]
MacCONNELL & Associates, P.C.
"Engineering Today For Tomorrows Future"
February 5, 2021
Mr. Nathaniel Thornburg
Unit Supervisor
NC DEQ - Division of Water Resources
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Alan & Anne Campbell - Clients
Conversion to E-Z Treat System
MacConnell & Associates Project Number: A88201.00
Dear Mr. Nathaniel Thornburg:
501 Cascade Pointe Lane
Suite 103
Cary, NC 27513
www.macconnelland=oc.com
This project is for submittal of the change of treatments stem(Only) for an existing single
family home permit. Please find enclosed one original and two copies of the application
package. With this letter, we are requesting changes in the existing Single Family Residence
Wastewater Irrigation System Permit (WQ0029792) for 501 Lost Way, Hurdle Mills, North
Carolina.
The following documents are included for your review:
• A check (Via USPS) of $20.00 (Single Family Residence -Major Modification)
• One cover letter (this letter)
• One digital copy of the Application Package
o Form SFRWWIS 06-16
o Application Form SFRWWIS O&M 08-13
o Natural Heritage Program Documentation
o Project Narrative
o Design Calculations
o Project Specifications
o Project Equipment
o Operation and Maintenance Plan
o Existing Permit
o Original Design Package
One digital copy of standard size drawings.

We feel that this submittal is sufficient for you to complete your review. If you have any
questions or require additional information, please contact me at [phone]. Thank you for
your assistance.
Sin
Gar
President
enclosures
cc: Alan & Anne Campbell — Owners
Cory Brantley — Installer

Alan & Anne Campbell
Conversion to E-Z Treat System
501 Lost Way, Hurdle Mills
Orange County, North Carolina
Project Number: A88201.00
Date of Preparation: February 5, 2021
PROJECT MANAGEMENT
- s-J:
�rf fll llFk+l It V
Prepared By:
MacConnell & Associates, P.C.
Full -Service Consulting Engineers
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
Post Office Box 129
Morrisville, North Carolina 27560
Telephone: [phone] Fax: [phone]
0MAcC�
ONNELL
& ASSOCIATES, P.C.

Table of Contents
• Application Forms and Supplemental Documents
• Project Narrative
• Project Specifications
• Design Calculations
• Equipment
• Operation and Maintenance Procedures
• Existing Information

Alan & Anne Campbell
501 Lost Way
Conversion to E-Z Treat System
Application Forms and Supplemental Documents
.GIN05, J
'',,l fil11141tR�`
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
15A NCAC 02T .0600 - SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
FORM: SFRWWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name as appears on deed, contract or Iease agreement: J. Alan Campbell & Anne L. Campbell
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership
3. Signature authority's name: per 15A NCAC 02T .0106(b) Title: _
4. Applicant's mailing address: 501 Lost Way
City: Hurdle Mills State: NC Zip: 27541-
5. Applicant's contact information:
Telephone number: [phone] Fax number: C—) _- Email Address: 2acamu45Ca izmail.com
II. FACILITY INFORMATION:
I . Facility name: 4-bedroom single famiI, hom
2. Facility status: ® Existing or ❑ Proposed
3. Facility's physical address: 501 Lost Way
City: Hurdle Mills State: NC Zip: 27541- County: Orange
4. Wastewater Treatment Facility Coordinates: Latitude: 36' 13' 55" Longitude: -79' 5' 33"
Provide the following latitude and longitude coordinate determination information:
Datum: Unknown Level of accuracy: Unknown Method of measurement: Unknown
5. USGS Map Name:
III. CONSULTANT INFORMATION:
1. Engineer's name: Gary S. MacConnell License Number: 17069 Firm: MacConnell & Associates, PC
Engineer's mailing address: P.O. Box 129
City: Morrisville State: NC Zip: 27560-
Telephone number: 919 467-1239 Fax number: [phone] Email Address:
gory.macconnell(a)macconnellandassoo,com
2. Soil Scientist's name: License Number: Firm:
Soil Scientist's mailing address:
City: State: Zip: -
Telephone number: (_) = Fax number: (_) _ Email Address:
IV. GENERAL REQUIREMENTS - 15A NCAC 02T .0100:
1. Application type: ❑ New ® Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ0029792 and most recent issuance date: November 25, 2014
2. Application fee: $20.00
3. Describe the origin of the wastewater and provide a brief project description: 4-bedroom single fami ly home producing
domestic wastewater. Proposed chance of treatment from neat filter to EZ treat system.
4. Wastewater flow: 480 GPD
FORM: SFRWWIS 06-16 Page 1 of 6

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC 02T .0114, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow
Per Unit
Number
of Units
Flow
4-bedroom single family home
gal/bedroom
120
4
480 GPD
gall
GPD
Total
480 GPD
6. Per 15A NCAC 02T .0105(c)(6), if the project includes any stream or wetland crossings, what is the status of the following
applicable permits/certifications?
Permit/Certification
Date
Droved ate
Permit/Certification No.
Agency Reviewer
Submitted
A
Nationwide 12 or 404
Wetlands 401
7. What is the nearest 100-year flood plain elevation to the facility? 655.6 feet mean sea level. Source: NC FRIS
Are any treatment, storage or irrigation systems located within the 100-year flood plain? ❑ Yes or ® No
If yes, has documentation of compliance with Article 21 Part 6 of Chapter 143 of the G.S. been provided? ❑ Yes or ❑ No
V. DESIGN CRITERIA AND SETBACKS —15A NCAC 02T .0605 & .0606:
1. Provide the estimated influent and designed effluent concentrations from the engineering calculations to verify conformance
with 15A NCAC 02T .0605(b) for the following parameters:
Estimated Influent
Designed Effluent
Minimum Required
Parameter
Concentration
Concentration
Degree of Treatment
(monthly averse
Prior to Storage
Biochemical Oxygen Demand
300 mg/1
6 mg/l
5 30 mg/l
ODs
Total Suspended Solids (TSS)
300 mg/1
4.5 mg/1
<— 30 mg/1
Ammonia Nitrogen (NH3-N)
25 mg/1
2.87 mg/l
5 15 mg/l
Fecal Cohforms
187.5 per 100 ml
5 200 colonies/100 ml
2. Per 15A NCAC 02T .0605(c), is the effluent placed directly in contact with GA classified groundwater? ❑ Yes or ® No
If yes, have predictive calculations demonstrating such placement will not contravene GA groundwater standards been
provided? ❑ Yes or ❑ No
3. Per 15ANCAC 02T .0605(d), are any of the treatment or storage units excavated into bedrock? ❑ Yes or ® No
If yes, has a 10 millimeter synthetic liner been provided? ❑ Yes (Plan Sheet: & Specification Page: ) or ❑ No
4. In accordance with 15A NCAC 02T .0605(e), are any earthen treatment and storage facilities provided? ❑ Yes or ® No
5. In accordance with 15A NCAC 02T .0605(fl, have any by-pass or overflow lines been provided? ❑ Yes or ® No
6. If any treatment, storage or irrigation systems are located within the 100-year flood plain, in accordance with 15A NCAC 02T
.0605 , which systems are affected and what measures being taken to protect them against flooding? NIA
7. In accordance with 15A NCAC 02T .0605(h), has an operation and maintenance plan been submitted? ® Yes or ❑ No
8. In accordance with 15A NCAC 02T .0605(i), how will restricted access to the irrigation system be provided? Fencing surronds
spray disposal field
Are all treatment units and control panels locked to prevent entry? ❑ Yes or ® No
9. In accordance with 15A NCAC 02T .0605(i), do the designed irrigation loading rates (see Application Item VIL4.) exceed the
soil scientist recommended loading rates (see Application Item VIL3.)? ❑ Yes or ® No
10. In accordance with 15A NCAC 02T .0605(k), does the septic tank design adhere to 15A NCAC 18A .1900? ® Yes or ❑ No
FORM: SFRWWIS 06-16 Page 2 of 6

V. DESIGN CRITERIA AND SETBACKS —15A NCAC 02T .0605 & .0606 (CONTINUED):
11. In accordance with 15A NCAC 02T .0605(1), what is the specified method of disinfection? Ultraviolet
If chlorine, specify contact detention time provided: minutes and where contact time occurs:
If UV, specify the number of banks: 1, total lamps: 2 and maximum flow capacity: I0 GPM.
12. In accordance with 15A NCAC 02T .0605(m), has a minimum of five days of storage based on average daily flow between the
pump off float and inlet invert pipe been provided? ® Yes or ❑ No
13. In accordance with 15A NCAC 02T .0605(n), have all tanks containing pumps been provided with audible and visual alarms
that are external to any structure? ® Yes (Plan Sheet: & Specification Page: _, or ❑ No
14. In accordance with 15A NCAC 02T .0605(o), has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: & Specification Page: ) or ❑ No
15. In accordance with 15A NCAC 02T .0605(n), has a minimum of 18 inches of vertical separation between the apparent seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
16. In accordance with 15A NCAC 02T .0605(n), has a minimum of 12 inches of vertical separation between any perched seasonal
high water table (SHWT) and the ground surface been provided? ® Yes or ❑ No
17. In accordance with 15A NCAC 02T .0605(r), does the designed annual loading rate exceed 50 inches? ❑ Yes or ® No
18. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
19. Per 15A NCAC 02T .0606, verify setback compliance by providing the minimum field observed distance (ft) from the facility's
irrigation system and treatment/storage units to each listed setback parameter (Note: Distances greater than 500 feet shall be
marked N/A):
Setback Parameter
Irrigation
_System
Treatment /
StoraLe Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
NIA
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
205
Any private or public water supply source
150
150
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
345
I00
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
345
Any well with exception of monitoring wells
130
150
Any property line
150
51
Top of slope of embankments or cuts of two feet or more in vertical height
195
Any water line from a disposal system
15
Any swimming pool
N/A
Public right of way
N/A
Nitrification field
N/A
Any building foundation or basement
205
20. Are any setback waivers proposed for this facility? ❑ Yes or ® No
If yes, in accordance with 15A NCAC 02T .0606(c), submit the appropriate setback waivers(FORM: NDWSW that have
been notarized, signed by all parties involved and recorded with the County Register of Deeds. Waivers involving the
compliance boundary shall be in accordance with 15A NCAC 02L .0107.
FORM: SFRWWIS 06-16 Page 3 of 6

VI. WASTEWATER TREATMENT & STORAGE FACILITY DESIGN:
1. Type of treatment system: Septic Tank / EZ Treat
2. Provide the requested information for each treatment/storage unit and its associated mechanical equipment:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) I
Spacings in
Volume
al
Plan Sheet
Reference
Specification
Reference
Septic Tank
1
Unknown (Existing)
10' x 5' x 5.04'
1,200
D-101
N/A
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
al
Reference
Reference
EZ Treat
1
EZ Treat
T-3.5" x 4'-1" x 46"
713.4
D-105
N/A
David Brantley &95"
Recirculation Tank
1
x 61" x 58'
1,000
D-102
N/A
Sons
Select
c. DISINFECTION:
Treatment Unit
No. of
Manufacturer or
Dimensions (ft)
Volume
Plan Sheet
Specification
Units
Material
(gal)
Reference
Reference
Ultraviolet
1
EZ Treat
17"(L) x 37"(H) 4"Pie
D- 106
NIA
Select
d. PUMP/STORAGE TANK:
Manufacturer or
No. of
Total
Effective
Effective
Plan Sheet
Specification
Material
Units
Dimensions (ft)
Volume
volume
Stdoarage
Reference
Reference
Unknown
1
10' x 5' x 5. 04'
3,500
2,424
5
D-103
N/A
(Existing)
e. PUMPS:
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
TDH
Recirculation Tank
1
Dose EZ Treat Pod
Sta-Rite Step 30
Submersiable Pump
30
75
D-102
N/A
Field Dosing Tank
1
Dose Spray Field
Zoeller Model 191
20
120
N/A
Existin
N/A
Existin
f. BLOWERS:
Location
No. of
Blowers
Units Served
Manufacturer 1
Type
Capacity
CFM
Plan Sheet
Reference
Specification
Reference
g. MIXERS:
FORM: SFRWWIS 06-16 Page 4 of 6

Location
No. of
Mixers
Units Served
Manufacturer I
IMe
Power
h
Plan Sheet
Reference
Specification
Reference
FORM: SFRWWIS 06-16 Page 5 of 6

VH. IRRIGATION SYSTEM DESIGN:
1. Are there any artificial drainage or water movement structures within 200 feet of the irrigation area? ❑ Yes or ❑ No
If yes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
2. What is the proposed cover crop? Natural Forested Cover
3. Soil Evaluation recommendations:
Soil Series
Fields within Soil Area
Minimum Observed
Depth to SHWT
ft
Recommended
Loading Rate
in/hr
Recommended
Loading Rate
in/ r
NIA
N/A
N/A
N/A
N/A
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
Rate
(in/hr)
Designed
Rate
(in/yr)
1
Latitude
(DM5)
I
Longitude
( ) DMS
Waterbody
Stream Index
No.2
Classification
NIA
NIA
NIA
NIA
NIA
' "
- "
NIA
NIA
❑ / 1r
❑ , rr
❑ r rr
❑ I of
0 1 11
0 r o
O I II
O I 11
❑ 1 11
C r 11
Total
Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
2 For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: hLips:/Yncdenr.s3.amazonaws.com/s3fs-
public/Water'/o20Qjjaljj5 /A uifer%20Protection/LAU/A eements/WSCA%2008-13. df
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
NIA ft
Emitter wetted area:
ft2
Nozzle wetted area:
NIA ftz
Distance between laterals:
ft
Nozzle capacity:
NIA GPM
Distance between emitters:
ft
Nozzle manufacturer/model:
NIA / NIA
Emitter capacity:
GPH
Elevation of highest nozzle:
NIA ft
Emitter manufacturer/model:
/
Specification Reference:
N/A
Elevation of highest emitter:
ft
Specification Reference:
FORM. SFRWWIS 06-16 Page 6 of 6

Professional Engineer's Certification,
I Gary S. MacConnell, PE attest that this application for
(Professional Engineer's name from Application Item 1I1.1.)
4-bedroom single family home (501 Lost Way)
(facility name from Application Rem.U.I.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design_
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Bngineees seal, signature, and date:
i'7 1
SEAL'
a/ub9 -
MAGOO
Applicant's Certification per 15A NCAC 02][.0106(b):
Alan & Anne Campbell
(Signature Authority's name & title from Application Item 1.3.)
4-bedroom single family home (501 Lost Way)
3;l,acility name from Application Item 11,1.)
that this application for
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 ail 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 not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0I05(e).
Note: In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application c e 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, 00 violation.
Signature-�..-..,, _ , . _. _._.. Date:

P.O. Box 129
Morrisville, NC 27560
[phone]
MacCONNELL & Associates, P.C.
"Engineering Today For Tomorrows Future"
Form SFRWWIS 06-16 Clarification
F. Soil Evaluation: No change has been made to the approved irrigation site.
501 Cascade Pointe Lane
Suite 103
Cary, NC 27513
www.macconnellandassoc.com
G. Engineering Plans: irrigation related items are unchecked. This submittal is for change of
treatment only. The original irrigation will be as originally permitted. Please see the original
submittal for approval.
1. Engineering Calculations: auxijiM power source calculations are not required because the site
will be served by a private well. No wastewater will be generated during power failure.
However, the owner may provide themselves with a standby generator as stated in the O&M
manual. If the well is serviced by the generator the treatment system shall be serviced as well.
I. Engincerina Calculations: maximum precipitation and annual loading rates: the loading rates
will remain as original design and originally permitted. Per most -rent permit, the maximum
loading rates are 0.121 inch/hour and 15.63 inches/year.
I. Enizineerina Calculations: Single Family Residence Loading_ Rate Workbook is not applicable.
The irrigation site will be as originally permitted. The loading rate demonstration is based on the
original permit in the calculations section of the application package.
I Site Map: irrigation site related item is unchecked.
V. 15 and 16: All irrigation system is as original design. The SHWT separations will be as
originally permitted.
VII. Irrigation System Design: does not apply to the intension of this submittal. The items under
this section is left as "NIA'.. The irrigation system design shall be as originally permitted.
Please see the original submittal for approval.

PILED
12 FEB 2001, at 11 : 44; 38am
Book. 2197. Page 252 -- 255
Prepared by: William A. Anderson,111, Joyce H. Pearson
3100 Tower Boulevard, Suite 1200 Register of Deeds,
Durham, North Carolina 27707 �� ange County,
Return to: Grantee
Revenue Stamps: S20AL0
STATE OF NORTH CAROLINA 2197 PAGi 252
GENERAL WARRANTY DEED
COUNTY OF ORANGE
THIS DEED made this -1 day of February, 2001, by and between James Hunter
Schofield, an individual unmarried resident of the State of North Carolina, and John C. Schofield,
an individual unmarried resident of the State of North Carolina (hereinafter collectively the
"Grantor"), and J. Alan Campbell and wife, Anne L. Campbell, individual residents of the State
of North Carolina, (hereinafter collectively the "Grantee'), whose address is 5803 Mountain
Island Drive; Durham, North Carolina 27713.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the
receipt of which is hereby acknowledged, has bargained and sold and by these presents does grant,
bargain, sell and convey unto the Grantee in fee simple, their heirs, successors and assigns, all
that certain parcel of real property located in Orange County, North Carolina and more
particularly described as follows:
See attached Exhibit A hereby incorporated by reference.
The aforedescribed property was acquired by James Hunter Schofield and John C. Schofield as
Joint Tenants with the Right of Survivorship, not as Tenants in Common, by virtue of the
instruments of record at Book 2067, Pages 269 and 271, Orange County Registry.
TO HAVE AND TO HOLD the aforedescribed parcel and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee that Grantor is seized of the premises in fee simple,
has the right to convey the salve in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the following exceptions:
1. All matters shown by the plat of survey prepared by ENT Land Surveyors, Inc.
dated January 22, 2001 and entitled "Property of James Hunter Schofield and John
C. Schofield" which plat is of record at Plat Book 91 Page- Orange
County Registry.
2. Declaration of Covenants, Conditions and Restrictions of Property of James Hunter
Schofield and John C. Schofield of record at Book , Page a j Orange
County Registry. ORAME COUNTY aa/lz/zaal
NGHK: 153313.1 sra��Z95QQ
8 Reel Estate
Excise Tax

FEB. -07' 01(WED) 11'47 NEWSOM, GRAHAM ET Al, TEL;9194900873 F. 009
002197 pw253
IN WITNMS WHMWOF, the Clrautar has hereunto set his hand and seal the day aW ywr first
writt a above.
STATE OF
COUNTY OF Dwc1"
SI, a Notary Public of the County and Site aforesaid, certify► that TAMES HUNTM
CHOFMW personally appeared befte me this day and acj=wledged the execution of the
foregoing instrument.
Witness my had and official stamp or seal, this Q day of February, 2001.
Notary Public
My CMmission expires: 9 /19 /20M
cc
STATE OF �
COMM OF
I, a Notary Public of the County and State aforesaid, certify that JOHN C. SCIIC)FIEL.D y
Wson2 appeared before me this day and ac]rnawledSW the =W ti. of ttie lioregoiQg
insftmew.
WitwM my hand and official stamp or seal. this day of Febnary, 2001.
M+ Commission qq� _ � r Notary Pub c
exPirea:
�pTAlq�,
Nt9t[lc:15331a.1
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smKM7 %04
NORTH CAROLINA
DURHAM COUNTY
The foregoing certificatO of
William Thomas Hutchins Jr. and Missv Zemo Notaries Public
of the designated governmental units are
k4mcertified to be correct. This instrument and this certificate are duly registered at the date
and time and in the Book and Page shown herein. This the 12th day of _Feb., 2001.
ORANGE
JOYCE H.. PEARSON, County Register of Deeds
By:
If 46 A W - F ? # ( q I &A-
L-A�W�ssistant Register of Deeds
NGHK. 153313.1

woK M7 PAG, 255
EXHIBIT A
BEGINNING at an iron located at the southeast comer of the property now or formerly belonging
to Addie T. Hughs (see Deed Book 200 Page 981) and running thence South 030 25' 47" West
2111.03 feet to an iron located at the northeast corner of the property now or formerly belonging to
Nelson C. Parker (see Deed Book 192 Page 121); thence running along and with the northern line
of Parker North 831 19' 05" West 1394.24 feet to an iron, which iron is located at the northeast
comer of the property now or formerly belonging to George Hughs O'Brient (see Plat Book 13 Page
89); thence running along and with the northern line of O'Briant North 83' 29' 23" West 1079.43
feet to an iron; thence leaving the northern line of O'Brient and running North 06° 35' 09" East 76.55
feet to an iron; thence running North 40' 02' 00" East 77.13 feet to an iron; thence running South 78°
43' 54" East 160.30 feet to an iron; thence running South 17° 43' 57" East 90.55 feet to an iron;
thence nwning South 83° 29' 23" East 839.88 feet to an iron; thence running South 830 19'05" East
1361.70 feet to an iron; thence running North 03 ° 25' 47" East 448.95 feet to an iron; thence running
South 86° 19' 35" West 113.80 feet to an iron; thence running North 03' 40' 25" West 120.00 feet
to an iron; thence running North 86° 19' 35" East 128.75 feet to an iron; thence running North 03°
25' 47" East 397.32 feet to an iron; thence running North 80' 46' 45" West 357.51 feet to an iron;
thence running North 63 ° 25' l 1 " West 291.74 feet to an iron; thence running North 11 ° 32' 39" East
202.65 feet to an iron; thence running North 12° 54' 58" East 108.57 feet to an iron; thence running
North 440 44' 43" East 29.58 feet to an iron; thence running North 11" 23' 36" West 57.03 feet to an
iron; thence running South 78' 36' 24" West 69.67 feet to an iron; thence running North 42' 22' 27"
West 335.47 feet to an iron; thence running North 09° 19' 20" West 93.10 feet to an iron; thence
running North 610 00' 58" East 112.31 feet to an iron, which iron is located in the southern boundary
of the aforementioned Addie T. Hughs Property; thence running along and with the southern line of
Hughs South 830 29' 57" East to the point and place of BEGINNING and being all of that parcel
shown as Tract A, containing 20.66 acres by the plat of survey prepared by ENT Land Surveyors,
Inc. dated January 22, 2001 and entitled "Property ofJames Hunter Schofield and John C. Schofield"
which plat is of record at Plat Book !K'Z, Page (' $ , Orange County Registry to which plat
reference is hereby made for a more particular description of salve; TOGETHER WITH a perpetual
nonexclusive easement appurtenant for ingress, egress and regress and for the installation,
maintenance and repair of utilities, water, sewer and road improvements over, under, through and
across the 30 foot right-of-way shown as Stone Farm Road by the aforementioned plat; AND ALSO
TOGETHER WITH a perpetual nonexclusive easement appurtenant over, in, through and around
the parcel shown as Pond # 1 by the aforementioned plat, which easement is more particularly
described in the Declaration of Covenants, Conditions and Restrictions of Property of James Hunter
Schofield and John C. Schofield ofrecord at Book `4q 7 , Page, Orange CountyRegistry
to which Declaration reference is hereby made for a more particular escription.
NGHK: 153298.1

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Roy Cooper, Governor
■N■■N
13MENE NC DEPARTMENT OF
■iigi NATURAL AND CULTURAL RESOURCES
■■■an
February 9, 2021
Chrissa MacConnell
MacConnell & Associates, P.C.
1101 Nowell Road
Raleigh, NC 27607
RE: Conversion to EZ Treat System: A88201.00
Dear Chrissa MacConnell:
D, Reid Wilson, Secretary
Walter Clark
Director, division of land and Water Stewardship
NCN HDE-13949
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
htti2s://www.fws.goy/offices/DireCtory/ListOffices.cfrn?statecode=37
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603,
Sincerely,
NC Natural Heritage Program

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Conversion to EZ Treat System
Project No. A88201.00
February 9, 2021
NCNHDE-13949
Element Occurrences Documented Within a One -mile Radius of the Project Area IX fi ie9wtri-r§ it
Group Observation Occurrence
Butterfly 34564 Erynnis martially Mottled Duskywing 1952-07-01 H
Dragonfly or 33764 Somatochlora Coppery Emerald 2004-Pre
Damselfly georgiana
Natural 29395 Xeric Hardpan Forest 2010
Community (Basic Hardpan
Subtype)
Natural Areas Documented Within a One -mile Radius of the Project Area
Jimmy Ed Road Hardpan Forest R2 (Very High)
No Managed Areas are Documented Within a One -mile Radius of the Project Area
H?
l.9
Status
Status
Rank
Rank'3
5-Very ---
Significantly
G3
S2
Low
Rare
5-Very
Significantly
G3G4
Si?
Low
Rare
3-Medium ---
G2G3
S2
C5 (General)
Definitions and an explanation of status designations and codes can be found at httpz-ZZrcnhde.natureserve.or. 1p Data query generated on February 9, 2021; source: NCNHP, Q4 January 2021, Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

It
1\w

Alan & Anne Campbell
501 Lost Way
Conversion to E-Z Treat System
Project Narrative
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.U. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Narrative
Introduction
Own s /Clients
Alan & Anne Campbell
Property Address
501 Lost Way
Hurdle Mills, NC 27541
Facili Bedrooms
Flow Reduction
4
0%
Design Flow GPD
480
Irrigation Type (Spray / Drip)
Surface Spray Irrigation
Alan & Anne Campbell own the property located at 501 Lost Way in Orange County, North
Carolina. The property has an existing surface spray system that uses a peat filter for treatment of
the wastewater. The existing peat filter has been damaged and needs to be replaced/removed.
MacConnell & Associates, PC has been contracted to convert the existing system to an E-Z Treat
treatment system. No changes are proposed to the existing spray disposal system. The E-Z Treat
treatment system will utilize the existing septic tank, new E-Z Treat recirculating media filter, new
E-Z Treat recirculation tank, existing field dosing tank, and the necessary appurtenances.
The proposed wastewater treatment and disposal system does not have any conflicts with existing
utilities in the area. The system also maintains all the buffers required in the 15A NCAC 02T
.0600 rules amended January 1, 2009. The proposed systems shall meet all of the requirements
and specifications outlined in: Innovative Wastewater System Approval No: IWWS-2015-03-R2.
Septic, E-Z Treat Recirculation, and Field Dosing Tank
The proposed wastewater treatment system will provide both anaerobic treatment and solids
removal in the existing 1,200-gallon septic tank. This tank provides greater than 48 hours of
detention providing for adequate anaerobic treatment and solids removal from the wastewater.
Septic tank effluent will drain into the E-Z Treat recirculation tank as wastewater flows into the
septic tank. The septic tank will contain a Polylok PL-68, SIM/TECH STF-110 or approved equal
effluent filter to prevent solids from reaching the E-Z Treat recirculation tank.
The E-Z Treat recirculation tank is a new 1,000-gallon pump tank. The E-Z Treat recirculation
tank will serve as a holding tank for both the septic tank effluent and E-Z Treat treatment unit
effluent. An effluent bypass valve located in the E-Z Treat recirculation tank will separate the
flow once the E-Z Treat treatment unit is dosed. The effluent will be returned to the E-Z Treat
recirculation tank until the bypass valve is closed, the remaining effluent will then flow to a field
dosing tank. Effluent will be recirculated through the E-Z Treat treatment unit until additional
septic tank effluent enters the E-Z Treat recirculation tank causing the bypass valve to close.

The field dosing tank is an existing 3,000-gallon tank. The influent to the filed dosing tank will
be disinfected prior to entering the tank to prevent re -growth within the tank. The field dosing
tank will provide greater than 1 day of storage time per 15A NCAC 18A .1952 (c).
E-Z Treat Treatment Unit
The Model 600 E-Z Treat treatment unit will be used to provide additional treatment to the septic
tank effluent as well as removing any suspended solids not removed by the septic tank. The E-Z
Treat treatment unit includes housing, piped distribution system, sprinkler heads, and styrene
media. The underdrain system will transport the E-Z Treat treatment unit effluent back through
an effluent bypass valve into one of the dosing tanks.
Surface Spray Irrigation System
Surface spray irrigation system shall be as originally permitted and installed.
Ultraviolet Disinfection
The effluent from the E-Z Treat recirculation tank will be disinfected by ultraviolet light prior to
entering the field dosing tank and being irrigated. The ultraviolet disinfection unit shall be by E-
Z Treat (Model E-Z UV 102) or approved equal by engineer.

Project Contacts
Names, addresses, phone and fax numbers of the owner and engineer are as follows:
Owners:
Alan & Anne Campbell
501 Lost Way
Hurdle Mills, NC 27541
Phone: [phone]
Email: [e-mail]
Engineer:
Mr. Gary S. MacConnell, P.E.
MacConnell & Associates, P.C.
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Alan & Anne Campbell
501 Lost Way
Conversion to E-Z Treat System
SEAL
1706
Project Specifications
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Table of Contents for Specifications
Treatment Area and Trench Clearing and Grubbing............................................................................................. I
Wastewater Disposal Area Clearing......................................................................................................................... I
Trenchingand Silt Fencing: .....................................................................................................................................2
Excavationand Backfilling........................................................................................................................................3
Fertilizing, Seeding, & Mulching..............................................................................................................................4
Septic, Recirculation, and Field Dosing/Storage Tank Installation and Testing .................................................. G
PipingInstallation and Testing.................................................................................................................................7
E-Z Treat Recirculation Pump and Control Panel.................................................................................................. 8
E-Z Treat Treatment Unit Installation.....................................................................................................................8
EffluentBypass Valve................................................................................................................................................8
DenitrificationAssembly............................................................................................................................................ 8
UltravioletDisinfection Unit......................................................................................................................................9

Project Specifications
Treatment Area and Trench Clearing and Grubbing
1. The treatment area within the construction limit, unless otherwise noted or where property line
permits, shall be cleared and grubbed of all trees, stumps, shrubs, debris, and brush_
2. Roots, matted roots, stumps, and other vegetable matter shall be removed to 12 inches below
existing ground at the treatment area.
3. In foundation sub -grade areas, the grubbed material shall be removed to 12 inches below the
sub -grade.
4. The cleared and grubbed material shall be removed from the construction site and disposed of
by the Contractor at his expense.
5. The Contractor shall take particular care to minimize soil disturbance and compaction while
clearing and grubbing the areas designated for the wastewater treatment field for the on -site
wastewater treatment system.
6. Vehicular traffic shall be minimized and limited to that equipment required to perform the
activities required in these areas.
7. Only rubber -tire, light -duty equipment shall be used in these areas.
Wastewater Disposal Area Clearing
1. The wastewater disposal area within the construction limit, unless otherwise noted or where
property line permits, shall remove any dead, dying and sickly treas. Any vegetation that is
less than 2 inches in diameter shall cut at ground level and removed.
2. The cleared material shall be removed from the construction site and disposed of by the
Contractor at his expense.
3. The Contractor shall take particular care to minimize soil disturbance and compaction while
clearing the areas designated for the wastewater disposal fields for on -site wastewater disposal
system.
4. Vehicular traffic shall be minimized and limited to that equipment required to perform the
activities required in these areas.
5. Only rubber -tire, light -duty equipment shall be used in these areas
Alan & Anne Campbell
Conversion to EZ Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

Trenching and Silt Fencing:
1. For Pipe Trenches:
a. Excavate trenches to true line and grade as shown on the Contract Drawings, except where
field adjustments are necessary to avoid other underground utilities. All alignment changes
shall be subject to the Engineer's approval.
b. Accomplish trench excavation with equipment suitable for this type of service. If backhoes
or drag lines are used, the size of bucket must be such that the width of trench excavated is
compatible with the diameter of pipe to be installed_
c. Construct sides of the trench as near to vertical as possible, taking into consideration the
type of soil encountered, applicable safety requirements, and the width of area in which the
lines are installed. Operations resulting in wide top dimensions sloping directly to the pipe
shall not be permitted. Trench width from a point one (1) foot above the crown of the pipe
to the bed of the trench shall not exceed the diameter of the pipe bell plus 12 inches on
each side of the bell unless special permission of the Engineer is secured.
d. Excavate the bottom of the trench to assure a firm bearing support uniformly throughout
the length of the pipe_ Excavate a space under and around each bell to relieve it of any
load. Blocking under the barrel or bell will not be permitted. Where ground water
conditions are encountered, the Engineer may require dewatering equipment to be
provided.
e. Remove rock or boulders encountered in the bottom of the trench to a depth six (6) inches
below the grade of the pipe. Place a suitable tamped foundation of earth material to bring
the bottom of the trench to proper sub -grade over rock or boulders.
£ When unstable conditions are encountered at the invert elevation of the pipe and
dewatering or similar measures will not prevent or cure this condition, suitable stabilization
material shall be placed in the trench.
g. When pipe laying is not in progress, plug the open end of the pipe to prevent entry of water,
dirt, tools, or other foreign matter into the pipeline. Do not use the pipe as a means of
carrying groundwater away from the work area.
2. Temporary Silt Fence:
a. Filter fabric to be of polypropylene, nylon, polyester, or polyethylene yard with a minimum
standard strength of 30 pounds per linear inch, a minimum 85 percent filtering efficiency,
and a minimum slurry flow rate of 0.3 gallons per square foot per minute. Fabric should
contain ultraviolet ray inhibitors and stabilizers to provide a minimum construction life of
six (6) months_
Alan & Anne Campbell
Conversion to EZ Treat System
MacConnell & Associates, P.C. Project No.: A88201.00
2

b. Posts shall be of four (4)-inch diameter pine, two (2)-inch diameter oak, or 1.33-pound per
linear foot steel. Wood shall be a minimum six (6) feet in length, and steel posts shall be
at least five (5) feet in length.
c. Install silt fence on low side of stockpiles and undeveloped right-of-ways, parallel to
surface waters, and in locations shown on the Contract Drawings. Extend fence around
approximately 90 percent of the perimeter of the stockpile.
d. Construct silt fence as shown on the Contract Drawings.
Excavation and Backrdfing
1. Excavated materials acceptable as backfill shall be stockpiled in a location approved by the
Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the driplines of existing trees.
2. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights.
3. Protect existing structures, utilities, sidewalks, pavement, and other facilities from damage
caused by settlement, lateral movement, undermining, washout, and other hazards created by
earthwork operations. Protect root systems from damage or dry -out to the greatest extent
possible.
4. Soil materials shall be free of boulders, roots, sod, organic matter, and frozen material.
5. Bedding materials for pre -cast concrete structure installation shall be #57 washed stone to the
dimensions and depth shown on the construction drawings.
6. All excavation is unclassified and includes excavation to subgrade elevations indicated on the
construction drawings regardless of character of materials and obstruction encountered. In the
event that rock is encountered, the Contractor shall remove it at no additional cost to the owner.
7. Stability of excavations shall be maintained by sloping of the sides and shall comply with local
codes, ordinances, and requirements of agencies having jurisdiction. Where space restrictions
prevent sloping of the sides, shoring and bracing of the walls shall be employed in full
compliance with OSHA requirements. In the case of pipe installations, sheeting shall remain
in place until backfilling progresses to a stage where no damage to the pipe will result from
removal.
The Contractor shall attempt to prevent surface and subsurface water from flowing into
excavations. The Contractor shall provide equipment, materials, and work necessary to
dewater any accumulation of water in the excavation to prevent softening of the soils,
undercutting of footings, and changes to the soils detrimental to the stability of the
improvements.
Alan & Anne Campbell
Conversion to EZ Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

9. Excavations for structures shall conform to dimensions and elevations shown on the
construction drawings within a tolerance of plus or minus 0.10 feet and to the standards of
ASTM C891-90.
10. Backfill shall be installed to excavated spaces in 8-inch lifts and tamped by hand or
pneumatically around pipe or structures. Tamping shall be performed evenly on both sides of
pipe and around sides of structures to a depth such that damage to the pipe or structures is
avoided as a result of subsequent methods of compaction. Extreme care shall be exercised in
backfilling operations to avoid displacement of pipe and structures either horizontally or
vertically. Backfill consolidation by ponding water is not permitted. Compaction of each layer
of backfill and the top 6 inches of subgrade shall achieve a 90 percent maximum dry density
as measured by AASHTO method T-99.
11. Remove all waste materials including unacceptable excavated material, trash, and debris and
legally dispose of it off Owner's property. Where settling is measurable or observable at
excavated areas during project warranty period, the Contractor shall remove surface finish, add
backfill material, compact, and replace surface treatment to a quality and appearance matching
adjacent areas of previous work.
12. Site specific excavation and backfilling requirement shall also comply as shown on the
construction drawings.
Fertilizing, Seeding, & Mulching
1. Permanent seeding is required for treatment and trench areas disturbed by construction, except
for areas covered by structures, pavements, etc. Temporary seeding is required for those
treatment areas disturbed by construction and left exposed for periods of 30 days or more
before being brought to final grade and permanently seeded. Fertilizing, seeding and
mulching are not required for wastewater disposal fields.
2. Fertilizer shall be 10-10-10 commercial fertilizer conforming to statutory requirements and
all rules and regulations adopted by the North Carolina Department of Agriculture.
3. Limestone shall conform to all statutory requirements and all rules and regulations adopted
by the North Carolina Department of Agriculture.
4. Seed shall conform to all statutory requirements and all rules and regulations adopted by the
North Carolina Department of Agriculture. Provide seed mixtures as tabulated below.
Deliver seed to the site in original containers bearing the appropriate guaranteed mixtures.
Seed shall show a purity of not less than 90 percent and germination quality of not less than
85 percent_
5. During late winter and early spring, the temporary seed mixture for general areas shall consist
of 120 pounds per acre of Rye (grain) and 50 pounds per acre of Annual Lespedeza (Kobe in
Alan & Anne Campbell
Conversion to EZ Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

Piedmont and Coastal Plain, Korean in Mountains). During summer, the temporary seed
mixture for general areas shall consist of 40 pounds per acre of German millet. In the
Piedmont and Mountains a small -stemmed Sudangrass may be substituted at a rate of 50
pounds per acre. During fall season, the temporary seed mixture for general areas shall consist
of 120 pounds per acre of Rye (grain).
6. The permanent seed mixture for general areas shall consist of 50 pounds per acre of Pensacola
Bahiagrass, 30 pounds per acre of Sericea lespedeza, 10 pounds per acre of Common
Bermudagrass, and 10 pounds per acre of German Millet. Bermudagrass may be replaced
with 5 pounds per acre of centipedegrass. The best seeding dates for this mixture are April
I' through July 151. Other mixtures, as approved or recommended by the Soil Conservation
Service or the North Carolina Agricultural Extension Office, may be used with Engineer's
approval.
7. Mulch all seeded areas, except where jute mesh is required. Use undamaged, air-dried,
threshed small grain straw free of undesirable weed seed. Anchor straw by tacking with
asphalt, netting, or a mulch anchoring tool.
S. Use jute mesh on seeded areas where slope is steeper than two (2) horizontal to one (1) vertical
(two (2) to one (1) slope). Use woven jute yarn weighing approximately 90 pounds per 100
square yards and having 0.75-inch openings.
9. Follow procedures set forth in the publication "Guide for Sediment Control on Construction
Sites in North Carolina" by the Soil Conservation Service of the United States Department of
Agriculture, and as specified herein.
a. Spread a minimum of four (4) inches of top soil over all disturbed areas to the finished
grade as shown on the Contract Drawings.
b_ Remove all grass and weeds and shape the overall area to even out high and low spots_
e. Scarify soil to a depth of three (3) inches and work into a satisfactory seed bed by discing
or through the use of cultipackers, harrows, drags, or other approved means.
d. The preparation outlined above shall not be done when the soil is frozen, wet, or otherwise
in an unfavorable condition.
e. Begin and complete seeding operations, as outlined below, as soon as possible after final
or intermediate grading is completed.
f. Distribute lime and fertilizer, as required, uniformly over the seed bed. Harrow rake or
otherwise work these additions into the seed bed.
g. Distribute seed uniformly over the established seed bed. Lightly rake the surface of the
seed bed in order to cover seed to a maximum depth of 0.25 inch.
h. Compact the seed bed with an approved roller or drag, after covering the seed.
Alan & Anne Campbell
Conversion to EZ Treat system
MacConnell & Associates, P.C. Project No.: A88201.00 5

i. No lime, fertilizer, or seed shall be applied during a strong wind, when the soil is wet, or
when the soil is otherwise unworkable. Should rain follow seeding before rolling is
initiated, the seed bed shall not be rolled.
Septic, Recirculation, and Field Dosing Tank Installation and Testing
Septic tanks shall conform to criteria in 15A NCAC 18A .1952-.1954. The septic,
recirculation/ field dosing tanks should be installed on a 6-inch minimum layer of No. 57
washed stone aggregate.
2. Place bell ends of pre -cast sections or the groove end of the concrete facing down. In
preparation for making joints, all surfaces of the 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 applications of non -shrink grout as well as
Iiberal amounts of bitumastic waterproof sealant.
3. Lifting holes and other penetrations of the pre -cast structure wall shall be sealed with
nonshrinking grout. Pipe connections shall be made so that the pipe does not project beyond
the inside wall of the structure. Grout connections as necessary to make smooth and uniform
surfaces on the inside of the structure.
4. 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 confined and
directed through the inlet and outlet pipes with easy transition_
5. Tanks shall be backfilled in accordance with the applicable specifications herein before
described.
6. All pipe penetrations shall be through Press -Seal Cast -A -Seal 402 rubber connectors or
approved equal.
7. All joints (arid -seam, top -seam) shall be sealed using Concrete Sealants butyl sealant 4CS-102
meeting ASTM C-990.
8. All service access openings will be a minimum of 24 inches. Exceptions may be made on a
case by case basis with E-Z Treat's and engineer's prior written approval. All access openings
shall be fitted with E-Z Set riser assemblies.
9. A 24-hour static water test, in accordance with ASTM standards, shall be performed on all
precast tanks in order to insure they are water tight.
a. The testing shall be performed in the presence of the engineer or his representative_
Alan & Anne Campbell
Conversion to EZ Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

b. Each tank shall be filled with water and the initial water level shall be measured.
c. At the end of the 24-hour period, the level of the water shall be measured again.
d. The engineer 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
assemblies in place.
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.
10. Septic Tank and E-Z Treat Recirculation Tank shall meet the following additional criteria:
a. Minimum liquid depth of 36 inches.
b. Minimurn airspace of 9 inches.
c. Length shall be at least twice as long as the width.
d. Septic tank shall be constructed with a baffle wall dividing the tank interior 2/3' to 1/3'.
The baffle wall shall be constructed to permit passage of effluent through a slot or holes
located between 45 and 55 percent of the interior depth.
11. Septic tank shall be fitted with a Sim Tech STF-110, Polylok PL — 68, or Engineer approved
effluent filter that extends down to 50 percent of the liquid depth of the tank.
I2. Septic tank shall be as specified on the constructions drawings.
Piping Installation and Testing
Piping shall be PVC and of type and size as shown on the construction drawings. Piping shall
be installed with a minimum of three (3) feet of cover unless shown otherwise on the
construction drawings.
2. Piping shall be installed to be able to meet a pressure test whereby the pressure remains
constant for a minimum of two hours, and the allowable leakage is not more than 10 gpd/inch
of pipe diameter/mile.
3. Any line installed under a driveway shall be sleeved in Class 52 Ductile Iron Pipe or encased
in concrete and extend a minimum of 5 feet on either side and unless shown otherwise on the
construction drawings.
Alan & Anne Campbell
Conversion to EZ Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

4. Forcemains installed under streams and driveways shall be sleeved in Class 52 Ductile Iron
Pipe.
E-Z Treat Dosing Pump and Control Panel
1. The E-Z Treat dosing pumps shall be one(1) Sta-Rite Step 30 1/2 horsepower multi -stage
submersible pump for operation on a single phase, 115 Volt service.
2. The control panel shall be an E-Z Treat provided simplex panel. The panel shall have a
recirculation pump load sensor/alarm, two on/off timers, discharge pump alarm, high/low
water alarm, and low water level/run dry pump protection.
3. 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 treatment unit.
4. No splices may be placed in the pump tank or riser. All splices shall be made above ground in
a NEMA 4x junction box.
5. Control and alarm circuits shall be on separate circuits.
6. RMSYS telemetry control panel or equal shall be connected to a phone line. If the local health
department does not have access to the RMSYS website, a direct interface must be provided.
System operator must be able to access the panel directly on site and shall be available with a
24 hour notice to the county in the event a direct connection is necessary.
7. The audible/visual alarms shall be external to any structure.
E-Z Treat Treatment Unit Installation
1. The E-Z Treat Treatment Units shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings.
Effluent Bypass Valve
1. The effluent bypass valve shall be by E-Z Treat and shall be installed in accordance with the
manufacturer's recommendations and as shown on the contract drawings.
Denitrification Assembly
1. Valves and piping back to the front of the septic tank shall be integral with the pod dosing
system_
Alan & Anne Campbell
Conversion to EZ Treat System
MacConnell & Associates, P.C. Project No.: A8820I.00

Ultraviolet Disinfection Unit
1. The ultraviolet unit shall be installed in accordance with the manufacturer's recommendations
and as shown on the contract drawings. The unit shall be by E-Z Treat ( Model E-Z UV 102)
or approved equal by engineer.
2. A visual alarm shall be provided that alerts the homeowner when the primary bulb fails. After
primary bulb failure, the backup bulb shall be good for 10,000 hours. Alarm panel shall be
mounted within 6 feet of ultraviolet casing.
3. Casing shall be filled with water prior to powering up lamps.
Alan & Anne Campbell
Conversion to EZ Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

Alan & Anne Campbell
501 Lost Way
Conversion to E-Z Treat System
Design Calculations
17069
MAGG
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

MacConnell & Associates, P.C.
Project: Alan & Anne Campbell
Project Number: A88201.00
Location: Orange County, North Carolina
Subject: Conversion to EZ Treat System
Date: February 5, 2021
Assumptions And Calculations:
I. Treatment flow is based on unadjusted fl
2. Irriga 'on flow is based on reduced flow
Number of Bedrooms:
Average Daily Flow per Bedroom:
Unadjusted Design Flow:
Flow Reduction:
Adjusted Flow:
Sizing Calculations Per Innovative Approval
Table 1 - Model 600 and Tank Volumes
Minimum Septic Minimum
Design Daily Tank Volum Recirculation/Pump Tank
Flow(and) (oailnnc]
Note•
Input
Calculated
4.0 Rooms Given
120 GPD 15A NCAC 18A .1949
480.0 GPD
0 % 15A NCAC 18A .1949
480.0 GPD
< 480
7 000
1,000
M 1 Model 600 pod
4 Bedrooms
1,000
1,800
1 Model 600 pod
5 Bedrooms
1,250
21000
1 Model 600 pod
6 Bedrooms
1,500
2,200
2 Model 600 pod
601 - 1,500
V=1.170+500
V=1.170+500
I Model 600 pod per 600 gallons
1,501 - 3,000
V=0.75Q+1,125
V=0.750+1,125
1 Model 600 pod per 600 gallons
--mectrcuiationlpump tank minimum size based on total internal tank volume.
Recirculation/Pump Tank Volume = Recirculation Tank(Chamber) Volume + Pump Tank( Chamber) Volume
SEPTIC TANK DESIGN:
Minimum Septic Tank Volume Required:
Septic Tank Volume Provided (Existing):
Sic Tank storage and effective volume calculations:
Septic Tank Total Void Volume = L * W * D:
Tank length:
Tank Width:
Tank Depth:
Total Void Volume:
Septic Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
Tank Width:
Lowest Invert:
Effective Volume:
Septic Tank Storage per Bedroom:
Septic Tank Storage/Detention:
1,000 Gallons
1,200 Gallons
9.5 foot
5.0 foot
5.0 foot
1790.7 Gallons
9.5 foot
5.0 foot
4.2 foot
1,492.3 Gallons
373.1 Gallons
3.1 Days Effective Volume / ADF

E-Z TREAT DESIGN:
Pod Dimension - Length
7.3 Feet
Given
Pod Dimension - Width
4.0 Feet
Given
Pod Dimension - Height
3.3 Feet
Given
Pod Surface Area
28.9 ft2
L x W
Rated Loading Rate per Pod
700.0 GPD
Given
E-Z Treat Pods Required:
0.7
ADFIPod Loading Rate
E-Z Treat Pods Used:
I Pod
E-Z Treat Dose per Pod:
34.0 Gallons
Given
E-Z Treat Volume per Dose
34.0
Dose per Pod x Number of Pods
Re -Circulation Timer On:
2.5 Minutes
Given
Re -Circulation Timer Off:
16.0 Minutes
Given
E-Z Treat Re -Circulation Cycles per Day:
77.8 Cycles
Time per Day / Time per Cycle
Total E-Z Treat Flow per Day:
2,646.5 Gallons
E-Z Treat Volume(Dose x Cycles/Day
E-Z Treat Re -Circulation Ratio:
5.5
E-Z Treat Flow per Day / ADF
Denitrification Gallons Returned:
778.4 GPD
Denitrification Return Setting:
4.0 GPM
E-Z Treat Surface Area:
28.9 ft2
E-Z Treat Loading Rate:
16.6 GPD/ft2
ADF/Surface Area
E-Z Treat Recirculation Pump Selection Shall Be As Shown On Drawings.
Minimum Pump/Re-Circulation Tank Volume Required: 1,800 Gallons
Recirculation Tank Volume Provided: 1,000 Gallons
Field Dosing Tank Provided: 3,000 Gallons
Pump/Re-Circulation Tank Volume Provided: 4,000 Gallons
Recirculation Tank storage and effective volume calculations:
Recirculation Tank Total Void Volume = L * W * D:
Tank length: 7.3 foot
Tank Width: 4.5 foot
Tank Depth: 4.2 foot
Total Void Volume: 1.013.2 Gallons
Recirculation Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length: 7.3 foot
Tank Width: 4.5 foot
Lowest Invert To Tank Bottom: 3.3 foot
Effective Volume: 810.5 Gallons
Recirculation Tank Effective Volume to Pump Off = L * W * Lowest Invert To Pump -Off Elevation:
Tank length:
7.3 foot
Tank Width:
4.5 foot
Lowest Invert To Pump -Off:
L9 foot
Effective Volume:
466.1 Gallons
Recirculation tank is an all -time -filled storage/pump tank.
Field Dosing Tank storage and effective volume calculations:
Field Dosing Tank Total Void Volume= L * W * D.
Tank length: 12.0 foot
Tank Width: 6.0 foot
Tank Depth: 6.5 foot

Total Void Volume:
3.500.6 Gallons
Field Dosing Tank Effective Volume To Tank Bottom = L * W * Lowest Invert To Tank Bottom:
Tank length: 12.0 foot
Tank Width: 6.0 foot
Lowest Invert To Tank Bottom: 6.0 foot
Effective Volume: 3.231.4 Gallons
Field Dosing Tank Effective Volume To Pump Off = L * W * Lowest Invert To Pump Off:
Tank length:
12.0 foot
Tank Width:
6.0 foot
Lowest Invert To Pump Off:
4.5 foot
Effective Volume:
2,423.5 Gallons
Days of Field Dosing Storage (Void Volume/ADF):
5.0 Days
Total System Effective Storage = 4.381.8 Gallons

MacConnell & Associates, P.C.
Project: Alan & Anne Campbell
Project Number: A88201.00
Location: Orange County, North Carolina
Subject: Conversion to EZ Treat System
Date: February5, 2021
Assumptions And Calculations:
Notes:
Input
Calculated
Influent Characteristics:
BOD (5-Day):
300 mg/l
From EPA Design Manual
TSS:
300 mg/1
From EPA Design Manual
NH3:
25 mg/l
N-Organic:
34 mg/l
TKN:
59 mg/l
N-Organic + NH3
NOi + NO2:
1 mg/I
TN:
60 mg/l
TKN + NO3 + NO2
Total Coliforms:
75.000.000 Number
From NSF 350 Approval
Effluent Limits:
Biochemical Oxygen Demand (BOD5):
:53-0 mg/L
Proposed Effluent Limit per 15A NCAC 02T .0605
Total Suspended Solids (TSS):
<30 mg/L
Proposed Effluent Limit per 15A NCAC 02T .0605
Ammonia Nitrogen - NH4-N
<I5 mg/L
Proposed Effluent Limit per 15A NCAC 02T .0605
Total Nitrogen (TN)
QO mg/L
Proposed Effluent Limit per 15A NCAC 02T .0605
Fecal Coliform:
:100 /100 ml
Proposed Effluent Limit Geometric Mean per 15A NCAC 02T .0605
Septic Tank:
Design
BOD Removal:
60.0 Percent
Given
TSS Removal:
70.0 Percent
Given
NH3 Removal:
0.0 Percent
Given
N-Organic Removal:
35-0 Percent
N-Organic Converted to NH3:
50.0 Percent
NO3 +NO2 Denitrified:
90.0 Percent
Total Coliforms Removal:
50.0 Percent
Septic Tank Effluent Concentrations:
BOD (5-Day):
120.0 mg/1
Concentration - Percent Removed
TSS:
90.0 mg/l
Concentration - Percent Removed
NH3:
42.0 mg/l
Concentration - Percent Removed + N-Organic Converted to NHS
N-Organic:
17.0 mg/1
Concentration - Percent Removed - N4)rganic Converted to NHi
TKN:
59.0 mg/1
N-Organic + NH3
NO3 + NO2:
1.0 Mgt]
NO3 + NO2 Effluent + Return from Recirc Tank - Denitrified
TN:
60.0 mg/1
TKN + NO3 + NO2
E. Coliforms:
37,500,000.0 /100 ml
Concentration - Percent Removed
Media Filters (E-Z Treat Pod):
BOD Removal:
95.0 Percent
Given
TSS Removal:
95.0 Percent
Given
NH3 Removal (to Air):
2-0 Percent
Given
NH3 Nitrified to NO3 + NO2:
95.0 Percent
Given
N-Organic Converted to NH3:
95-0 Percent
NO3 + NO2 to Septic for Denitrifrcation:
90.0 Percent
E. Coliforms Removal:
50.0 Percent

TSS:
NH3:
N-Organic:
TKN:
NO3 + NO2:
TN:
Total Coliforms:
Ultraviolet Disinfection:
Design
UV Dosing Rate:
Number of Units:
BOD Removal:
TSS Removal:
NH3 Removal:
N-0eganic Removal:
NOa +NO2 Removal:
Total Coliforms Removal:
E-Z Treat/Re- it Tank EffluentConcentrations:
BOD (5-Day): 6.()0 mg/l
4.50 mg/l
2.87 mg/l
0.85 mg/l
3.72 mg/l
2.05 mg/l
5.76 mg/l
18,750,000.0 / 100 nil
10.0 gpm
1 Units
0 00 Percent
0.00 Percent
0.00 Percent
0.00 Percent
0 00 Percent
99.999000000 Percent
Ultraviolet Disinfection Effluent Concentrations:
BOD (5-Day):
6.00 mg/l
CBOD:
=6.00 mgA
TSS:
4.50 mg/l
NH3:
2.87 mg/l
N-Organic:
0.85 mg/l
TKN:
3.72 mg/l
NOi+NO2:
2.05 mg/l
TN:
5.76 mg/1
Total Coliforms:
187.50 /100 nil
Fecal Coliforms:
< 187.50 / 100 nil
Concentration - Percent Removed
Concentration - Percent Removed
Concentration - Percent Removed + (S.T. Cone. + (N-Organic to NH3) Nitrified)
Concentration -N-Organic Converted to NH3
N-Organic + NH3
NO3 +NO2 S.T. Effluent +Nitrified NH3 - Return to Septic Tank
TKN + NO3 + NO2
Concentration - Percent Removed
Flow Rate
Pump Flow/Dosing Rate
Given
Given
Given
Given
Concentration - Percent Removed
CBOD < BODs as CBOD only measures oxidation of carbons.
Concentration - Percent Removed
Concentration - Percent Removed + (S.T. Cone. + (N-Organic to NH3) Nitrified)
Concentration -N-Organic Converted to NH3
N-Organic + NH3
NOi + NO2 S.T. Effluent + Nitrified NH3 - Return to Septic Tank
TKN + NO3 + NO2
Concentration - Percent Removed
Fecal Coliforms < Total Coliforms < 200 colonies/] 00ml = Okay

Subject: E-Z Treat Pod Flotation
Uplift Calculations
Pod Length =
7.75
ft.
Assume the folowina
densities:
Pod Width =
7.75
ft.
Pod Height =
3.00
ft.
514 Trex Board =
60 # 1 Cu. Ft.
Natural Soil Depth (for Flotation) =
0.50
ft.
Water =
62.4 # 1 Cu. Ft.
Fill Soil Depth (for Ballast) =
2.50
ft.
Soil =
100 # 1 Cu. Ft.
514 Trex Board Length =
8.00
ft.
5/4 Trex Board Width =
0.46
ft.
5/4 Trex Board Thickness =
0.09
ft.
Number of Boards =
4
Determine Upward Forces:
Pod Area =
60.06
sq. ft.
Pod Buried Volume =
30.03
Cu. ft. ITotai Buoyant Force of Basin = 1,874 #
5/4 Trex Board Area =
14.67
sq. ft.
5/4 Trex Board Volume -
1.34
Cu. ft. IlTotal Buo ant Force of Trex Board = 84 #
Soil Area Over 5/4 Trex Board =
14.67
sq. ft.
Soil Volume Over 5/4 Trex Board =
7.33
Cu. ft. IlTotal Buo ant Force of Soil = 458 #
Total Upward Forces = 2,415 #
Determine Downward Forces:
514 Trex Board Area = 14.67 sq. ft.
5/4 Trex Board Volume = 1.34 Cu. ft. Total Weight of Trex Board = 81 #
Soil Area Over 514 Trex Board - 14.67 sq. ft.
Soil Volume Over 5/4 Trex Board = 36.67 Cu. ft. Total Wei ht of Soil = 3,667 #
Total Downward Forces = 3,747 #
Factor of safety = Total Downward = 1.55
Total Upward =
1.55>1.00=OK
`Weight of pod, mattress, and piping are not counted in downward forces.

Subject: E-Z Treat UV Basin Flotation
Uplift Calculations
Basin Diameter = 2.50 ft.
Basin Height = 4.00 ft.
Soil Depth = 3.50 ft.
Concrete Slab Length =
Concrete Slab Width =
Concrete Slab Thickness =
Determine Upward Forces:
Basin Area =
Basin Buried Volume =
Concrete Area =
Concrete Volume =
Soil Area Over Concrete
Soil Volume Over Concrete =
4.00 ft,
4.00 ft.
0.50 ft.
4.91 sq. ft.
Assume the folowing densities:
Concrete = 150 # 1 cu. Ft.
Water = 62.4 # 1 cu. Ft.
Soil = 100 # 1 cu. Ft.
17.18 cu. ft. Total Buoyant Force of Basin = 1,072 #
16.00 sq. ft.
8.00 cu. ft. IlTotal Buoyant Force of Concret( 499 #
s
11.09 sq. ft.
38.82 cu. ft. Total Buo ant Force of Soil = 2,422 #
Total Upward Forces = 3,994 #
Determine Downward Forces:
Concrete Area = 16.00 sq. ft.
Concrete Volume = 8.00 cu. ft. IlTotal Weight of Concrete = 1,200 #
Soil Area Over Concrete = 11.09 sq. ft.
Soil Volume Over Concrete = 38.82 cu. ft. IlTotal Weight of Soil = 3,882 #
Total Downward Forces = 5,082 #
Factor of safety = Total Downward 1.27
Total Upward =
1.27>1.00=OK

Red reula ion Tank (19000 PT 237)
Lid Thickness L 0.33 feet
Lid Hole Diameter 1-11
24.00
inches
Lid Hole Diameter (1-12) - If tank has only one hole, leave
blank.
24.00
(inches)
Lid Hole Diameter (1-13) - If tank has only one hole, leave
blank.
0.00
(inches)
Length of Tank A
7.79
feet
Width of Tank B
4.96
feet
Height of Tank Excluding Lid (C) - This value includes the
base thickness but excludes the lid thickness.
4.50
(feet)
Depth of Bury (Y) - This measurement extends from the
round level to the top of the lid.
1.50
(feet)
Wall Thickness T
0.25
feet
Base Thickness E
0.33
feet
Distance to Groundwater GW
0.00
feet
us ornla ons o a as
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value
ofC -E.
4.17
(feet)
Add concrete inside the tank to make thicker base?
If yes, how much? (U) if no, enter a value of 0. Please note:
The value entered must be less than the inside height of the
0.00
(feet)
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E.
0.33
(feet)
Add concrete below the base of the tank to make thicker
base?
0.00
(feet)
If yes, how much? F If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this
horizontal distance, P. from all four tank walls.
0.00
(feet)
If yes, how much? P If no enter a value of 0.
ummary of Mina) Mei ii arements-after Ballast
CustQmli O.Ons
Final Base Thickness - This measurement is the sum of E
and F.
0.33
(feet)
,Lip Thickness - This measurement is the sum of E and F.
0.33
feet

Total Height of the Tank from the Top of the Lid to the Bottom
of the Base - This measurement is the sum of L, C, and F.
4.83
(feet)
This is equivalent to the sum of L, C - E, E, and F.
Final Inside Height of Tank - This measurement is the value
4.17
(feet)
ofC -E -U.
Final Volume of Tank
135.45
cf
Final Volume of Tank
1013.26
allons
Unit Weight of Water
62.40
Ibl
Unit Weight of Dr ySoil_
110.00
lblcf
Unit Weight of Submerged Soil
47.60
Ibl
Unit Weight of Saturated Soil
120.00
Ib/
Unit Weight of Concrete
150.00
-qLCfLj
a
o onclre a eig ' ue o
Feightof
concrete inside tank used to create thicker
0
(lb)
f extra concrete due toU
Weight of extra concrete on bottom of tank used to create
0
(lb)
thicker base (Weight of extra concrete due to F
Weight of extra concrete due to lip (Weight of extra concrete
0
(lb)
due to P
Wei ht of concrete removed due to lid hole
311(lb)
Sg
gnpr .#e ..gig
Weight of Soil on Lid
2758(lb)
Weight of Soil on Lip
0(lb)
Weight of Lid Alone
1601(lb)
Weight of Empty Tank - This value is the sum of weights of
the body of the tank, the tank lid, the lip (P, if applicable), the
thickened base (F, if applicable), and the extra concrete inside
7361
(lb)
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
Weight of Syst9m Components
Total Weight of Soil on Tank
2758(lb)
Total Weight of Concrete
7361(lb)
Total Wei ht Tank Water in Tank and Soil
10120(lb)

rGravi of Soil, SGactor
Found in Table 1 , f
0.30
a Found in Table 3), e
0.86
Ratio of Lateral to Vertical Earth Pressure (Found in Table 2),
Ka
0.33
Riding Resistance
11971
ib
lAdditional Ballast Required I NONE I (Ib)

Alan & Anne Campbell
501 Lost Way
Conversion to E-Z Treat System
Equipment
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Sox 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

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NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES
DIVISION OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH SECTION
ON -SITE WATER PROTECTION BRANCH
INNOVATIVE WASTEWATER
SYSTEM APPROVAL
INNOVATIVE WASTEWATER SYSTEM NO: IWWS 2015-03-R2
Issued To: E-Z Treat Company
PO Box 176
Haymarket, VA 20168
703-408-2911; Fax; 703-753-5043
Contact: Carl Perry, President
Michael Stidham, Vice President
For: E-Z Treat Model 600 Pretreatment Systems
Approval Date: April 24, 2015
June 15, 2015 Tank Size and Sampling Revisions
January 6, 2017 Addition of Single Bulb UV Unit
In accordance with General Statute 130A-343, 15A NCAC 18A .1969 and .1970, a proposal by E-Z Treat
Company for an approval of subsurface wastewater systems utilizing the E-Z Treat Pretreatment systems
has been reviewed, and found to meet the standards of an innovative system when all of the following
conditions are met:
I. General
A. Scope of this Innovative Approval
1. Design, installation, use, and operation and maintenance guidelines for E-Z Treat
Pretreatment systems to meet TS-I and TS-H effluent standards pursuant to Rule 15A NCAC
18A .1970. Refer to Rule .1970(a) Table VIII —Effluent Quality Standards for Advanced
Pretreatment Systems for treatment performance levels.
2. Operation, maintenance and monitoring requirements for E-Z Treat Pretreatment systems and
associated subsurface systems to ensure the treatment performance standards are met.
B. This Innovative System Approval is applicable to domestic strength sewage systems
(non -industrial wastewater) utilizing E-Z Treat Pretreatment Systems that have a design flow not
exceeding 3,000 gallons per day (gpd).
Use of E-Z Treat Pretreatment systems for facilities with an influent waste strength that exceeds
domestic septic tank quality effluent standards pursuant to Rule 15A NCAC 18A .1970(b) may be
proposed by E-Z Treat Company and a North Carolina Professional Engineer to the Department
for review and approval on a case -by -case basis, prior to permitting by the local health
department (LHD). The system design must include the proposed raw wastewater strength
(BOD5, COD, TN, TSS, fats, oils and grease, etc.), the expected organic loading rate (in pounds

IWWS-2015-03-R2
January 6, 2017
Page 2 of 10
of BOD), and hydraulic loading rate on the pretreatment system, and the calculations, references,
and any other needed information to support the proposed design.
C. Any site utilizing these systems shall have wastewater with sufficient alkalinity to facilitate
biological treatment processes. The influent shall not have a pH or toxins that significantly
inhibit microbial growth.
D. Use of E-Z Treat Pretreatment systems that have a design flow exceeding 3,000 gallons per day
may be permitted after approval by the Department on a case -by -case basis in accordance with
the Large Systems State Review/Approval Process (Rule 15A NCAC 18A.1938).
11. System Description
The E-Z Treat Pretreatment system consists of the following components: a Department approved
septic tank; a recirculation tank (or chamber); single or multiple E-Z Treat Pretreatment pods; and a
final dosing tank (or chamber). Additional treatment may be used to ensure that treatment
performance standards shall be met.
The E-Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components: the first tank is a septic
tank and the second separate tank has a recirculation chamber and final dosing chamber. The three
tank configuration consists of three separate tanks: a septic tank, a recirculation tank, and a final
dosing tank.
III. Siting Criteria
The E-Z Treat Pretreatment systems and associated drainfields shall be sited and sized in accordance
with Rule .1970 for TS-I and TS-II systems. Drip irrigation systems used with E-Z Treat
Pretreatment systems shall be sited and sized in accordance with the manufacturer specific drip
approval. The E-Z Treat Pretreatment systems and associated drainfields shall meet all applicable
horizontal setback requirements and be located to prevent surface/subsurface water inflow/infiltration.
IV_ System Sizing
The system sizing criteria shall be based upon the long term acceptance rate specified in the
appropriate portion of the rules or the Innovative and Experimental system approval for the type of
ground absorption system to be used.
V. Special Site Evaluation
A special site evaluation may be required based on the proposed ground absorption system. Refer to
manufacturer specific drip approvals and Rule .1970(p).
VI. Design Criteria
A. The E-Z Treat Pretreatment system shall be designed in accordance with the following criteria.
1. All tanks, septic, recirculation, and dosing, must be approved by the Department and E-Z
Treat Company specifically for use with the E-Z Treat Pretreatment system.
2. The E-Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components: the first tank is a

IWWS-20IM3-R2
January 6, 2017
Page 3 of 10
septic tank and the second separate tank has a recirculation chamber and final dosing
chamber. The three tank configuration consists of three separate tanks, a septic tank, a
recirculation tank, and a final dosing tank.
3. The E-Z Treat Pretreatment system consists of a septic tank, a recirculation tank/chamber, a
final dosing tank/chamber, and E-Z Treat media pod(s) as specified in Table 1 below.
Table 1 — Model
600 and Tank Volumes
Design Daily
Flow
(gpd)
Minimum
Septic Tank
Volume
(gallons)_(gallons)**
Minimum
Recirculation/Pump
Tank Volume
Number of Media
Pods
< 480
1,000
1,250
1 Model 600 pod
4 Bedrooms
1,000
1,800
1 Model 600 pod
5 Bedrooms
1,250
2,000
1 Model 600 pod
6 Bedrooms
1,500
2,200
2 Model 600 pods
601-1,500
V = 1.17Q* +
500
V = 1.17Q + 500
I Model 600 pod per
600 gallons
1,501— 3,000
V = 0.75Q +
1,125 1
V = 0.75Q + 1,125
1
1 Model 600 pod per
600 gallons
*Q — design daily flow
"Recirculation/pump tank minimum size based on total internal tank volume.
4. Septic tanks will have an inlet sanitary tee and a Department approved, appropriately sized
effluent filter on the outlet end approved by the E-Z Treat Company for use with the E-Z
Treat.
5. The minimum required volume in the recirculation chamber/tank prior to discharge to the
dosing tank/chamber shall be the design daily flow.
6. The recirculation tank/chamber will contain the recirculating splitter valve or an external
splitter box may be used. The recirculation tank/chamber shall have an inlet sanitary tee.
The sanitary tee shall be visible and reachable from the riser opening to serve as the influent
sampling point.
7. When the recirculation tank and dosing tank are combined, the baffle wall between chambers
shall extend to the top of the tank and shall be constructed so that the liquid levels in either
compartment are independent. Liquids will not by-pass between compartments except as
designated by the system's treatment flow path.
8. The final dosing tank must meet the minimum size requirements of Rule .1952(c)(1). For
drip irrigation systems, the requirements of the manufacturer specific drip approval for dosing
tanks shall also be met.
9. A drainback configuration without a pump check valve is required for the force main
supplying the media pod.
10. Recirculation pump shall be either Sta-Rite Model number STEP 20 or manufacturer
approved equal.
11. The E-Z Treat media pod is constructed of a polymer suitable for use in contact with
wastewater. The Model 600 pod is approximately 7 ft 4 inches x 4 ft with a surface area
approximately of 30 square feet and is 42 inches in depth. The pod is fitted with a
weatherproof cover properly secured. The pod is designed and constructed to create channels
down the sidewalls to facilitate air flow. The sidewall channels provide airspace to the
bottom of the pod. The bottom of the vessel is designed to provide total drainage of the
treated effluent back to the recirculation tank/chamber.

IWWS-2015-03-R2
January 6, 2017
Page 4 of 10
12. As the effluent enters the recirculation tank/chamber, this tank/chamber acts to further
separate the septic tank effluent. The effluent entering the recirculation tank/chamber is
charged by the recirculation pump to the media pod(s). The effluent is sprayed over the
media mattress(es) using a spray manifold of evenly spaced wide-angle spray nozzles. The
nozzles are manufactured with a free passage of 0.0625 inches in diameter. The system is set
to recirculate effluent through the media pod on an average of 4 to 6 times prior to discharge.
13. The effluent is sprayed on mattress(es) measuring a total area of 30 square feet. The
mattress(es) are 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(es) are made of a styrene material. The
specific gravity of this material meets the following criteria: light enough to prevent
compaction which results in a loss of effective surface area, and provides a reduction in
channeling across the media (short-circuiting).
14. Effluent passes through the media and enters a schedule 40 pipe located at the bottom of the
pod. The effluent than gravity feeds back to the recirculation tank/chamber and the process is
repeated.
15_ The effluent bypass valve or splitter box is piped to intercept filtered wastewater and deliver
it to the recirculation tank/chamber or the dosing tank/chamber, based on liquid volumes.
16. The Control Panel for the E-Z Treat System will consist of: recirculation pump on/off timer,
discharge pump alarm, and high/low water alarm. Control panels shall meet the requirements
of .1952 and shall be approved in writing by E-Z Treat Company for use in their systems.
17. Separate control and alarm circuits will be provided. The E-Z Treat systems will utilize a
device for the recording of measurements of daily water flows. The device shall provide a
means for determining at least the daily, 7-day, and 30-day flow monitoring requirements of
Rule .1970. This information will be stored in the data logger for drip irrigation systems
(provided by the manufacturer of the drip irrigation control panel). For pressure manifold and
LPP systems, the Aquaworx control panel or manufacturer approved equal shall be used. The
operator in responsible charge (ORC) of the system authorized in writing by E-Z Treat
Company must be able to access the panel directly on site and shall be available to the LHD
with 24-hour notice in the event a direct connection is necessary_
18. The UV disinfection system shall be rated for the appropriate discharge rate from the E-Z
Treat pod. The UV disinfection system will be one of the following:
a. E Z Set LTV- 10005 (single bulb);
b. E-Z Set UV-1000 (dual alternating bulbs); or
c. Other UV systems specifically approved by the Department and E-Z Treat Company.
19. All access riser hatches shall be secured by approved tamper -resistant hardware approved by
the manufacturer or by other means approved by the manufacturer as equal. Riser
construction, attachment to tanks and security systems shall be pre -approved by the
Department and E-Z Treat Company in accordance with the E-Z Treat specific approvals for
the septic tanks and pump tanks, as applicable.
20. Buoyancy calculations shall be completed by a NC Professional Engineer if any parts of the
tanks, pods, or other system components are installed in a seasonal high water table.
Additional ballast may be required.
21. Influent samples shall be taken from the inlet sanitary tee into the recirculation tank. Effluent
samples shall be taken from the final pump doing tank or a spigot or sampling port that is
placed on the force main from the final dosing tank.
B. E-Z Treat Pretreatment systems shall be designed by a designer authorized in writing by E-Z
Treat Company or a NC Professional Engineer. Systems over 1,000 gallons per day shall be
designed by a NC Professional Engineer.

IWWS-2015-03-R2
January 6, 2017
Page 5 of 10
VII. Installation and Testing
A. A preconstruction conference shall be required to be attended by the designer authorized in
writing by E-Z Treat Company, engineer (if applicable), installer authorized in writing by E-Z
Treat Company, and LHD prior to beginning construction of the E-Z Treat Pretreatment system.
B. All E-Z Treat Pretreatment systems shall be installed according to directions provided by E-Z
Treat Company. Additionally, all E-Z Treat Pretreatment systems and components used with, but
not manufactured by E-Z Treat Company shall be installed in accordance with all applicable
regulations and manufacturer instructions.
C. All individuals/companies installing E-Z Treat Pretreatment systems shall be in possession of all
necessary permits and licenses before attempting any portion of a new or repair installation. The
company/individual must be a Level IV installer and authorized in writing by E-Z Treat
Company-
D. Watertightness of the tanks shall be tested by either of the following protocols: 24-hour
hydrostatic test or a vacuum test.
1. Hydrostatic Test- 2
a. Temporarily seal the inlet and outlet pipes.
b. Fill tank with clean water to a point at least two inches above the pipe connections or the
searn between the tank and the riser, whichever is highest.
c. Measure the water level.
d. Allow the tank to sit for 24 hours.
e. Re -measure the water level.
f. If the water level change is 1/2-inch or less or one percent of the liquid tank capacity, the
tank passes the leak test.
g. If the water level change is greater than Ih-inch, any visible leaks can be repaired and the
tank may be topped off with water and allowed to sit for a minimum of one hour.
h. The tank passes the leak test if there are no visible leaks (flowing water or dripping in a
steady stream) and no measureable drop in water level after one hour. Otherwise, the
tank fails the leak test.
2. Vacuum Testa
a. Temporarily seal the inlet and outlet pipes.
b. A vacuum of four (4) inches of mercury should be pulled on the tank and held for five (5)
minutes.
c. During the testing, the tank manufacturer or their representative can seal the tank if it is
found to be leaking.
d. If the tank is repaired, the vacuum must be brought back up to four inches and held for
five minutes.
E. The distribution of flow to the E-Z Treat Pretreatment system and to the septic tank shall be
measured during start-up and set to be in accordance with the system design with start-up settings
recorded.
t Victor D'Amato and 1shwar Devkota, Development of Prefabricated Septic and Pump Tank Construction and Installation Standards for North
Carolina.
1 National Precast Concrete Association, Best Practices Manual Precast Concrete On -Site Wastewater Tanks, Second Edition, October 2005, 24.
3 National Precast Concrete Association, Best Practices Manual Precast Concrete Oat -Site Wastewater Tanks, Second Edition, October 2005, 24.

IWWS-2015-03-R2
January 6, 2017
Page 6 of 10
F. Specified site preparation steps and construction specifications for the ground absorption system
shall be strictly adhered to, including specified depth of trenches in relation to site limiting
conditions, cover material specifications (if needed), trench installation method, etc.
G. The installer authorized in writing by E-Z Treat Company, the engineer or designer authorized in
writing by E-Z Treat Company, and the ORC authorized in writing by E-Z Treat Company shall
conduct an inspection/start-up of the E-Z Treat Pretreatment system and all associated system
components. The LHD personnel will attend and observe the inspection/start-up. During the
inspectiontstart-up to include:
1. System watertightness testing.
2. Control panel operation and alarm settings.
3. Pump model numbers and time clock settings.
4. Pressure head on the E-Z Treat pod wastewater distribution system.
5. Return flow to the septic tank set per design and recorded, when applicable.
6. Riser hatches have tamperproof bolts, and/or riser lock ring.
VIII. Operation, Maintenance, Monitoring, and Reporting
A. E-Z Treat Pretreatment systems shall be classified, at a minimum, as a Type Va system in
accordance with Table V(a) of Rule .1961(b). Management and inspection shall be in accordance
with Rules .1961 and .1970.
B. All E-Z Treat Pretreatment systems require an operation and maintenance agreement between the
system owner and E-Z Treat Company, Inc., its authorized representative, or with an operator
authorized in writing by E-Z Treat Company as per Rule .1970. The system shall be inspected
according to Rule .1961 by a certified subsurface operator authorized in writing by E-Z Treat
Company according. The ORC shall be either an employee of E-Z Treat Company or authorized
in writing by E-Z Treat Company to operate and maintain the system. The operator authorized in
writing by E-Z Treat Company must have proper equipment and training to access and program
the control panels on site.
C. All E-Z Treat Pretreatment systems shall be operated and maintained according to the latest
version of E-Z Treat Company's O&M manual.
D. At each E-Z Treat Pretreatment system inspection the ORC authorized in writing by E-Z Treat
Company shall, at a minimum, observe, monitor, and record the following:
1. Wastewater level in all the tanks.
2. Sludge, scum, and grease levels in all the tanks.
3. Clogging of effluent filter.
4. Watertightness of tanks, risers, and pipe penetrations at the tanks.
5. Operation of pumps, floats, valves, electrical controls, and alarms.
6. Drainfield pump delivery rate (drawdown test), determination of the average pump run time,
and drainfield dosing volume.
7. Any structural damage, accessibility issues, adequate ventilation, excess odors, ponding of
effluent, insect infestations, vegetative growth over the drainfield, or surfacing of effluent on
the drainfield area.
8. Sample of E-Z Treat Pretreatment system effluent collected from the sampling point to check
for effluent clarity and odor and a sample of influent, as required.

IWWS-2015-03-R2
January 6, 2017
Page 7 of 10
9. Readings trom pump cycle counters and run time meters and any water meter readings, as
applicable.
10. Current operational set up for TS-II nitrogen removal enhancement (percent returned to septic
tank), and recommendation for modifications (if needed).
11. System operating conditions, from the review stored data for indication of 7-day and 30-day
flows and flow variances or other abnormal conditions.
E. The ORC authorized in writing by E-Z Treat Company shall also conduct other additional
observations, measurements, monitoring, and maintenances activities as specified in the Operation
Permit and as recommended by the manufacturer.
F. Sampling and Testing
1. All sampling shall be done in accordance with Rule .1970(n)(3) and (5). E-Z Treat systems
shall be sampled annually (senu-annually for systems with a design flow of 1,501 to 3,000
gpd).
2. TS-H systems influent shall be analyzed for TKN.
3. Effluent for all systems shall be tested for effluent CBOD5 and NH4-N. Systems specified to
meet the TS-11 standard shall also have the effluent analyzed for TN (TKN and NO3-N).
Systems designed to meet the TS-11 standard with design flows of 1,501 gpd to 3,000 gpd
shall have the effluent analyzed for fecal coliforms.
4. Additional sampling of effluent or influent may be determined to be necessary by the ORC
authorized in writing by E-Z Treat Company during a system inspection to assist with
troubleshooting or to verify system performance.
5. Effluent samples shall be taken from the final dosing tank/chamber or a sampling port located
downstream from the final treatment process.
6. Influent samples shall be taken from a sampling port located between the septic tank and
recirculation tank/chamber.
7. Adjustments in the monitoring schedule and number of parameters sampled may be proposed
by E-Z Treat Company and approved by the Department pursuant to Rule .1970(n)(3)(B) or
(C).
G. Notification and Performance of Maintenance and Repairs
I. The ORC authorized in writing by E-Z Treat Company shall alert E-Z Treat Company, the
LHD, and the system owner within 48 hours of needed maintenance or repair activities
including but not limited to landscaping, tank sealing, tank pumping, pipe or control system
repairs, media replacement, and/or adjustments to any other system component.
2. System troubleshooting and needed maintenance shall be provided to maintain the pump
delivery rate and average pump run time within 25% of initial measurements conducted
during system startup. The ORC authorized in writing by E-Z Treat Company shall notify
the system owner, E-Z Treat Company, and the LHD whenever the pump delivery rate
efficiency or average pump ran times are not within 25% of initial measurements conducted
prior to system start-up.
3. The septic tank will be pumped as needed upon recommendation of the ORC authorized in
writing by E-Z Treat Company and in accordance with the E-Z Treat Pretreatment system
operation and maintenance instructions. However, at a minimum, the septic tank will be
pumped whenever the solids level exceeds 25% of the tank's total liquid working capacity or
the scum layer is more than four inches thick.
4. The tanks shall be pumped by a properly permitted septage management firm, and the septage
handled in accordance with 15A NCAC 13B .0800.
5. The ORC authorized in writing by E-Z Treat Company shall notify the LHD, E-Z Treat

IWWS-2015-03-R2
January 6, 2017
Page 8 of 10
Company, and the system owner in writing whenever repairs are indicated. All maintenance
activities shall be recorded in the ORC reports provided to the system owner, LHD, and E-Z
Treat Company.
H. Reporting
1. The ORC authorized in writing by E-Z Treat Company shall provide a completed written
report to the system owner, E-Z Treat Company, and the LHD within 30 days of each
inspection. At a minimum this report shall specify:
a. The date and time of inspection,
b. System operating conditions according to Section VH.D, VILE, and VII.F.
c. Results from any laboratory analysis of any influent and effluent samples,
d. Maintenance activities performed since the last inspection report,
e. An assessment of overall system performance,
f. A list of any improvements or maintenance needed,
g. A determination of whether the system is malfunctioning, and the specific nature of the
malfunction,
h. Any changes made in system settings, based on recommendations of the manufacturer,
and
i. A summary report of data retrieved from the control panel verifying actual daily, 7-day,
and 30-day flows, flow variances, and other operating conditions.
IX. Responsibilities and Permitting Procedures
A. Prior to the installation of an E-Z Treat Pretreatment system at a site, the owner or owner's agent
shall file an application at the LHD for the proposed use of this system. After the LHD conducts a
soil and site evaluation, the LHD may issue an Improvement Permit or Authorization to Construct
or amend a previously issued Authorization to Construct allowing for the use of a E-Z Treat
Pretreatment system.
B. The Improvement Permit and Authorization to Construct shall contain all conditions the site
approval is based upon, including the proposed used of the Innovative system. The Operation
Permit will include all conditions specified in the Improvement Permit and the Authorization to
Construct.
C. When a special site evaluation is required pursuant to Rule .1970(p)(1) or a drip approval, as
applicable, an evaluation and written, sealed report from a Licensed Soil Scientist regarding the
site shall be provided to the LHD. The report shall contain the information as specified in Rule
.1970(p)(2) and "Requirements for Submittals of Soil Reports and Pretreatment and/or Dispersal
System Designs". The LHD may request the assistance of their Regional Soil Scientist in
evaluating this report prior to permit issuance.
D. The E-Z Treat Pretreatment system shall be designed by one of the following: a designer
authorized in writing by E-Z Treat Company or a North Carolina Professional Engineer. Systems
over 1,000 gallons per day, or as otherwise required for drip irrigation systems, shall be designed
by a North Carolina Professional Engineer.
E. Prior to issuance of an Authorization to Construct for an E-Z Treat Pretreatment system, a design
submittal prepared by a designer authorized in writing by E-Z Treat Company or a North
Carolina Professional Engineer shall be submitted for review and approval by the LHD. The

IWWS-2015-03-R2
January 6, 2017
Page 9 of 10
design submittal shall include the information required in "Requirements for Submittals of Soil
Reports and Pretreatment and/or Dispersal System Designs".
F. It is recommended that local authorized environmental health practitioners attend a design
training session offered by the manufacturer/authorized representative prior to permitting the
system. Also, at the request of the LHD, a Regional Engineer will review the design.
G. The designer authorized in writing by E-Z Treat Company shall certify in writing that the E-Z
Treat Pretreatment system was installed in accordance with the approved design prior to
Operation Permit issuance.
H. A North Carolina Professional Engineer shall certify in writing that a system designed by an
engineer was installed in accordance with the approved plans and specifications prior to
Operation Permit issuance.
I. For sites required to be evaluated by a Licensed Soil Scientist or Professional Geologist (see
Section V and IX.C), the health department may specify as a condition on the Improvement
Permit and Authorization to Construct that a Licensed Soil Scientist or Professional Geologist
oversee critical phases of the drainfield installation and certify in writing that the installation was
in accordance with their specified site/installation requirements prior to the Operation Permit
issuance.
J. The ORC authorized in writing by E-Z Treat Company shall be present during the final
inspection of the system prior to the issuance of the operation permit. The ORC shall be certified
as a NC Subsurface Operator and authorized in writing by E-Z Treat Company.
K. The LHD issues the Operation Permit after the following:
1. Field verification of installation completion;
2. Receipt of written documentation from the designer authorized in writing by E-Z Treat
Company or the engineer, as applicable, that the system has been designed, installed, and is
operating in accordance with the approved plans; and
3. All necessary legal documents have been completed, including the contract between the
system owner and the ORC authorized in writing by E-Z Treat Company.
K. On an annual basis, E-Z Treat Company shall provide a report to the On -Site Water Protection
Branch including the number and location of new system installations during the previous year,
and effluent data and operator reports for each operational E-Z Treat Pretreatment system
installed in North Carolina under this Innovative Approval. Effluent data should be compiled and
submitted electronically. If available, a web -based system for data posting of laboratory results
should be utilized. These reports shall provide information to the Department based upon the
monitoring data and observations made from the Innovative systems installed pursuant to this
Approval. This should include an assessment of system performance in relation to the established
treatment performance standards; an assessment of physical and chemical properties of the
materials used to construct the system, in terms of strength, durability, and chemical resistance to
loads and conditions experienced, recommended areas of applicability for the system; and any
conditions and limitations related to the use of the system. The report shall also include an
updated list of authorized designers, installers, and ORCs.
X. Repair of Systems

IWWS-2015-03-R2
January 6, 2017
Page 10 of 10
The provisions of 15A NCAC 1 SA .1961 p) shall govern the use of the E-Z Treat Pretreatment
System for repairs to existing malfunctioning wastewater systems.
Approved By: Date:

NSF International
789 N. Dixboro Road, A= Arbor, MI 48105 USA
RECOGNMS
E-Z Treat
Haymarket, VA
AS COMPLYING WITH NSF/ANSI 40, 245, 350 AND ALL APPLICABLE REQUIREMENTS,
PRODUCTS APPEARING IN TM NSF OFFICIAL LISTING ARE
AUTHORIZED TO SEAR THE NSF MARK.
cQuSo.hotl r�tl,�
e�rneeaoa
1�a1QliCY[ o NtlNonnl
.� WK�Xi[Ef im8:�1�mIL'
8utld�rds Lb�itlrcil
This tgfor the is the property &rNSF lntesaaaonnl and must he retuned upon =West. This certificate ramsina valid u long as thin client has products in
Listing for the refctereced standards. Fnr the most ourrcnt and complete Listing infotmtuiem, please acceas NSF's webaiie (ng OF his cliff.
(y 6It
December I ant c
Certificatefk COI73848 - 02
i,nri 13estervelt
Executive Vice President & CTO

0 NSF International
OFFICIAL LISTING
NSF International Certifies that the products appearing on this Listing conform to the requirements of
NSF/ANSI Standard 245 - Wastewater Treatment Systems - Nitrogen Reduction
This is the Official Listing recorded on December 18, 2015.
8-Z Treat
P-0. Box 176
Haymarket, VA 20618
703-753-4770
Facility: Rocky Mo=t, Ne
Rated
Capacity
Model Numbar 0nxIona/Aay
#6D0 600
#1200 1200
Note: Additions shall not be made to thin document without prior evaluation and acceptance by NSF International-
1 of
789N. Dixboro Rout]. Ann Arbor. Michigan 48105-?1733 USA C0173848
1-$00-NSF-MARK / 734-7b9-80f0
µ'w'wmsfora

NSF International
OFFICIAL LISTING
N5P International Certifies that the products appearing on this Listing conform to the requirements of
NSF/ANSI Standard 350 - Ousite Residential and Commercial Water Reuse Treatment Systema
This is the Official Listing recorded on December 18, 2015.
B-Z Treat
P.O. Box 176
KAYMarket, 'VA 20618
703-753-4770
Facility: Rocky [fount, Ne
Rated
Capacity
Hadll Ntior Gallons/Day Classification Type
#600 600 Class R Wastewater
01200 1200 Class R Wastewater
NOTg: Class R Single family residential dwellings
Note: Additions, shall not be made to this document without prior evaluation and acceptance by NSF International.
] of ]
7$91. Dixboro [toad. Ann Arbor, Michigan 48103-9123 US.+, C0173848
1-800-NSF-MARK 1734-769-8010
wu'w.nst:arg

CAST^A-SEAL 402/402F PRODUCT
SPECIFICATION
and SELECTION
Submittal Specification
A flwft pipe-1104trucbire connector shah be ampkryed in the torque-selthlg wrench &Mable from Ow connector manu%clursr.
connection of the sanitary sewer pipe to precesl strictures, The connector Sele dim ofthe proper size connector for the stnxiure and pipe
shah be CAST -A -SEALS 4021402F as manufactured by Press-5eai requirern ni, and installation therenf, shall be in sbid conformance with the
Corporation, Fort Wayne, Indiana, or approved equal. The connector shag recommendations of the wmedx manufacturer. Any dead end pipe stubs
be the will elem nt railed on to assure a flexible, waterttght seal of the pipe fnstaled in connectors shall be restrained from movement per ASTM C 923.
to the precast structure. The wrineclor shah consist of a rubber gasket and The finished connection shah provide sealing to 13 psi (mini -
an extemal take-up damp. mum) and shall accommod* deflection of the pipe to 7 degrees (mfrd-
The rubber gasket element shag be constructed solely of syn- mum) without lass of seal,
theft or natural rubber, and shall meet or exc eW the physical property Vacuum testing shalt be conducted in strict conformance with
requirements of ASW C 923.
The external take-up damp shah be constructed of Series 300
non-magnetic stainless SMI and shah idyl s no welds in its aoristnuc.
Lion. The damp sha)1 be btstahed by torquing ft adjusting screw using a
ASTM C 1244 pricy to backfih. Other testing shah be vonducted in strict
conformance with thw nequiretllerlts of the come*( rrlamftl urer,
CAST46SEAL402
PIPE SIZE PIPEO.D RANGE
WALLTHICKNES5'
APPLICA710M
452JMW
1.25' - 2' (31- 51 MM) 1.5' - 2.75- (311- 70Irma)
2.5' - 5" (04. 750 mm)
STANDARD
�° $1Dg,_ i 7s•mtEl}'
P 8•' `{6�EY 154 i
5�#A _ AkD� ,
452.0402F1
4- (100 mrrO 4.21- 4,71(107 - 119 mm)
2.5- - 4.0• (54 -102 MM)
Closed Face
_ ::ti."•
$�?>lu!) -_ 6�,`;�r:7'Z757 "rl,0mm}"
7..5"'zfi 1ti4;T50mrii}
- 57Ar4QWRb
CAS ADAPTER
3' (75 MM) 3.2" . 3,V (87 .91 mm)
Use with 4" CAST A SEAL
PRODUCTPERFORMANCE
CAST A-SEAL402J402F meets and/or exceeds
all requirements of ASTM C 923, including physical prop-
erties of materials and performance testing, including:
• 13 psi minimum in straight alignment
10 psi at minimum Tangle
10 psi minimum sander shear load of
ISO IbsAn. pipe diameter
CAST -A -SEAL 400402F meets andfor exceeds the
requirements of the following Standards, SpeeMca-
tions, Codes, and Test Methods:
• ASTM C 923 8ia3ncWd SpedAceft for F&_Olent Cionneckm
Between RWmbrced Concrete Manhole Sineiffes, Pipes,
and Laterals
• ASTM C 1544 Standard SpecNbabon for Rsaied
Connectors BWwmn Reinforced Concrete tan -Slue
Wastewater Tanks and Pipes
ASTM C 1478 StandWd SpooffoaBon for Storm Drah ResMard
Connectors Between Reinforced Concrete Storm Seater
Swctum4 Pipes and Laterals
• ASTM C 1244 Standard rest Method for Concrete Sewer
Manholes by the Negative Air Pressure (Vacuum) Test
• IAPMO/ANSI Z1000 Standard far Prefahricated Septic Tanks
• IAPMOIANSI ZI001 Standard for Prefabricated Gravity
Grease Interceptors
NPCA BestPmcdces Manual for Precast Concrete On -Site
1Wasiewtasr Tanks
• NOIWRA Model Code Framework
TYPICAL TEST RFSULTS for CAST-A-SFAL 402i402F Is$ In ASTM C 1644. C 923. and C 14719
Test
ASTM Test MetbW
Test Requirernergs Typical Remit
CHEMICAL RESIS-
NO WEIGHT
TANCE, IN SULFURIC
D s34. AT 22°C FOR
NO WEIGHT LOSS LOSS
ACID and IN
48 HRS
NO WEIGHT LOSS NO WEIGHT
HYDROCHLORIC ACID
LOSS
TENSILE STRENGTH
0412
12W PSI, MIN. 2100 PSI
RRFAK
Q 412
350%, MIN. 525%
D 2240 (SHORE A
x5 FROM THE
HARDNESS
DUROMETFR)
MANUFACTURER'S <2
SPECIFIED HARDNESS
DECREASE OF 15%,
ACCELERATED
D 573, 7031IC
7396 TENSILE
MAX OF ORIGINAL
CHANGE. -14%
OVER AGING
FOR 7 DAYS
ENSILE STRENGTH, DE.ELONGATION
CREASE OF 20%, MAX,
OF EWNGATION CHANGE
D 395 METHOD B
DECREASE OF 25%.
COMPRESSION TEST
AT 701C FOR 22 HRS
MAX. OF ORIGINAL DE- 13%
FLECTION
D 471 IMMERSE IL75
INCREASE OF 1CMI6,
WATER AI3SORPTtON
BY 2-IN.SPECIMEN
NO ISTILLED WATE
MAX,R ORIGINAL 9Y 3.509E
AT 701C FOR 4E hrs
WEIGHT.
OZONE REWSTANCE
D 1171
RATING 0 PASS
LOW TEMP'
sRITTLE POINT
D 745
NO FRACTURE AT 401C PASS
TEAR RESISTANCE
D 524, METHOD 8
200 LBFAN. (MIN.) 450 LSFnN.
Press -Seal beGevss 9 information K accurate as of as pubeeation dale. lnfofmation, specifications, and price&
ate all subject to change without notice. Press -Seat is not responsible for any inadvertent errors. Copyright2012.
63
PhoFax, 2; 0)t436- -7 8 PRESS -SEAL CORPORATION Email: [e-mail]
Pax (z60} 436-140$ Protecting Our Planers Gears fifer Supply Web: www.press-seal.com
190 WJ!2WJ lfdg&—W - MWEC 17WAtM&.d
au

f --.-\
(t�P' ` I'1
w "rCAST-A-SEA402/402i
CAST -A -SEAL 4021402F is a watertight
flexible connector that is cast into the structure
when the concrete is poured. The connector is
folded into the casting position and placed on the
reusable heavy-duty solid plastic mandrel that is
installed directly to the form. After the concrete is
cured, the form is opened, removing the mandrel
from the gasket, but leaving the CAST -A -SEAL
402/402F connector embedded In the concrete.
The gasket is them simply unfolded at the jobsite
and is tightened around the pipe using the sup-
plied stainless steel take-up clamp.
• Simple cast -in design provides flexible
watertight connection.
Eliminates infiltration and exfiltration.
Improves on -site system performance
and minimizes maintenance.
• Protects groundwater from unintended
discharges.
- Use in on -site treatment structures, grease
interceptors, manholes, wet wells, pump
and lift stations, stonTwater structures, or
any application requiring a flexible
watertight connector.
CAST -III[ BOOT -TYPE
CONNECTOR
for 1-1/4" to 8"PVC Pipe
(32 mm -160 mm)
CAST -A -SEAL 4021402F meets or exceeds
all requirements of the following Standards,
Codes, Specifications and/or Test Methods:
ASTM C 1227 1APM0 Z1000
ASTM C 1644 1APM0 Z1001
ASTM C 923 NPCA Best Practices
ASTM C 1244 NOWRA Model Code
ASTM C 1478
Scvn fordkV Here To View More Imb
On This Product Oa The Web!
N
Y • 1
Attach mandrel invert gasket Place gasket Strip form and Invert gasket to outside
to outside form into Casting and mandrel in mandrel, leaving of tank, insert pipe and
wan, position. form and pour. gasket in place. tighten take-up clamp.
Fraw5eal believes ali Wonna&W Jr. accurate as of its publication date. WOrnabon, specifications, and prfcea
area$ subject to change without notice press -Seal is not responsible for any inadvertent errors. CopyrQh1211i2.
Tbone:800-348-7325
Far. [phone]
62
PRESS -SEAL CORPORATION
Protecting Our Planets Clean Water Supply
!SQ A60l:7Oud R�Lshrexf + JSO/JBCJ714,73Aor�ld
EnI4.. [e-mail]
Web: www.gress-seal.com
a�w

E set
by INFILTRATOR
EZset by Infiltrator risers and lids are made from glass reinforced polypropylene,
providing superior strength and durability. They come in green or black and in
20", 24", and 30" diameters making them ideal for use with any concrete or
plastic tank. The slip resistant lids are fastened using stainless steel screws
and can be further secured by installing locking rings.
2011 Riser System
■ 20" x 6" Risers (Green or Black)
20" x 12" Risers (Green or Black)
20" Lids (Green or Black)
20" x 6" Riser
20" x 12" Riser
4
20" Lid
2411 Riser System
■ 24" x 6" Risers (Green or Black)
* 24" x 12" Risers (Green or Black)
■ 24" x 18" Risers (Green or Black)
■ 24" Lids (Green or Black)
s
24" x 6" Riser
4 " x 12 u Risar
24" x 1 B" Riser
Adapter Flange 24" Lid
3011 Riser System
■ 30" x 12" Risers (Green or Black)
■ 30" Lids (Green or Black)
30" x 12" Riser
30" Lid
- Adhesive Sealant
- 20"
Locking Rings
- 20"
Safety Pans
- 24"
Locking Rings
- 24"
Safety Pans
- 24"
Adapter Rings
- 30"
Locking Rings

Al
404�0%ij EZset
125TYP.
MALL lHICKIEss
,125 TYR
WALLTRICKNESS
.125 TYR
WALLTHICKNES5
by INFILTRATOR
20" x 6" Riser Cutaway
24" x 6" Riser Cutaway
24" x 1 S" Riser Cutaway
INFILTRATOR WATER TECHNOLOGIES, LLC ("Infiltrator")
EZset by hlfiRrator LIMITED WARRANTY
ONE (1) YEAR MATERIALS AND WORKMANSHIP LIMITED WARRANTY
(a) This lamed warranty is adended to the and user of an Use by Infiltrator clear and lid system and other accessories.
An EZsat system manufactured by In ifirehor, when installed and opended in accordance with YddesiDes installation
instructions and kcal regulation by a licensed installer., is warranted to your 0) against defectiva matadors end wolkmamhip
for me 0) yam after installation. InStratar %Wl, at its opvan, (g repair the defectiva Product or GU replace the dekcWe
materials. Inhffaskes Ifabllty specftally excludes the cost of a val andfor installation of the EZset system.
(N In order to exercise Its warranty dghts, you must notify IMlltraW in Wilting at Its agmrots headquarters in Old Saybrook.
Connectin ut within fifteen 05) days of the aleged defect.
(c) YOUR E(CLLISIVE REMEDY WITH RESPECTTO ANY AND ALL LOSSES OR DAMAGES RESULTING FROM ANY
CAUSE WHATSOEVER SHALL BE SPECIFIED IN SUBPARAGRAPH (a) ABOVE INFILTRATOR SHALL IN NO EVENT BE
LIABLE FOR ANY CONSEQUENTIAL OR INCIDENTAL DAMAGES OF MY KIND, HOWEVER OCCASIONED, WHETHER BY
NEGUGENCE OR OTHERWISE. SOME STATES DO NCTALLOW THE EXCLUSION OR UMITATION OF INCIDENTAL OR
CONSEQUENTIAL DAMAGES, SD THIS LIMITATION OR EXCLUSION MAY NOT APPLY TO YOU. THIS WARRANTY GIVES
YOU SFBGRO LEGAL RIGHTS AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE.
-jr
INFILTRATOR"
systems inc.
4 Business Park Road
P.P. Box 768
Old Saybrook, CT D6475
860-577-7000• Fax [phone]
-ON-221-4436
W W W.Intittratotwater eom
128TYP.
WALL THICKNESS
'I25TYR
WALLTHKMES8
.125TYP,
WALLTHK304 8
Riser Specifications
20" x 12" Riser Cutaway
24" x 12" Riser Cutaway
30" x 12" Riser Cutaway
(d)THIS LIMITED WARRANTY IS THE EXCLUSIVE WARRANTY GIVEN BY INFILTRATOR AND SUPERSEDES ANY PRIOR,
CONTRARY, ADDITIONAL, OR SUBSEQUENT REPRESENTATIONS, WHETHER ORAL OR WRITTEN. INFILTRATOR
DISCLAIMS AND EXCLUDES TO THE GREATEST EXTENT ALLURED 13Y LAW ALL OTHER WARRANTIES, WHETHER
EXPRESS OR IMPLIED, OR STATUTORY, INCLUDING ANY WARRANTY OF MERCHANTABILITY, FINESSE FORA
PARTICULAR PURPOSE AND ANY IMPUED WARRANIES OTHERWISE ARBANG FROM COURSE OF DEALING,
COURSE OF PERFORMANCE, OR USAGE OF TRADE. NO PERSON RNCL.UDING ANY EMPLOYEE, AGENT, DEALER, OR
REPREGENTATIUE) E AUTHORIZED TO MAKE ANY REPRESENTATION OR WARRANTY CONCERNING THIS PRODUCT,
EXCEPT TO REFER YOU TO THIS LIMITED WARRANTY, EXCEPT AS EXPRESSLY SET FORTH HEREIN, THIS WARRANTY
IS NOT A WARRANTY OF FUTURE PERFORMANCE, BUT ONLY A WARRANTY TO REPAIR OR REPLACE.
(a) YOU MAY ASSIGN THIS LIMITED WARRANT'TO A SUBSEQUENT PURCHASER OF YOUR HOME.
(F) NO REPRESENTATIVE OF INFILTRATOR HAS THE AUTHORITY TO CHANGE THIS UMITD WARRANTY IN ANY
MANNER WHATSOEVER, OR TO EXTW THIS UMFFED WARRANTY.
CONDITIONS AND EXCLUSIONS
There are Certain conditions or epptcdions owu which Infiltrator has no control. DeTechi or problems as a result of such
mndskre or applications are not the raWaneibffiyof Infiltrator and ane NOT covered under this warranty. They include failure
to insW the FZsat system in accordance with kehucliiors or applicable regukt" requirements er gkAdance, altering the
EZset sysem contrary K the insWatim instructions and disposing of chemicals or ather materials ca*wy to mrmat EZsd
system usage.
The above ropmards the Standard Umlted Wamudy dkrad by Irdftaftw. A limited number of states aril counties have
different warranty requirements. Any purchaser of an EZset system stmld contact' ktht -Wes corporate headquartds in Oid
Saybrook, Connecticut Prior to such purchase to obtain a copy of the applicable warranty, and shDLdd carefully read that
warranty Wier to the pundtass of an East system.
U.S. Patents: 4,759,661; 6,017,G41; 5,156,4138; 5,336,017; 5,401,116; 5,401,459; 5,511,RW, 6,716,163; 6,688,778; 5,839,844 Canadian Patents: 1,329,959,, 2,004,664 Other patents pending. Infiltrator,
Equalizer, Oulck4, and SfdeWlnder are reglstered trademarks of Infiltrator WaterTechnokLglas. Infiltrator Is a registered trademark in France. Infiltrator Water Technologies, Is a reglstered trademark In Mexico.
Con6our, Micral-eaching, PolyTuff, ChambefSpacer, MuttlPort, PosiLook, MickCA QuickPhay, Snapp wk and StralghtLock are trademarks of Infiltrator Wabar Technologies.
Polyl-ok is a trademark of POIyl-ok, Inc. TUF-TIE Is a registered trademark of TUF-TITS, INC. Ultra-Rlb Is a trademark of IPEX Inc.
0 20131nftfttator WstsrTedutologIe9, U.C. All rights reserved, Printed In U.S.A. SEr01 GBISISI

M-NAMP
Toll Free: 888-999-3290��E1
Bristle Filter Instructions
For STF- 110 4" (Installation & Maintenance)
Instructions for installation in standard 4" outlet "Tee" of septic tank. -
• Orient the filter so that the wire handle faces opposite the discharge outlet. A
• Push filter into top of "Tee" until the 90 degree wire handle touches the top of the
"Tee". The filter is now "installed", as shown in the picture to the right.
i
I
• The flexibility of the STF-110 bristle filter allows it to be used in just about any situa-
tion. If you need help with a custom installation please call Sim/Tech Filter toll free at
888-999-3290.
Installed Filter
Recommended maintenance schedule
For maximum protection, it is recommended that the filter be replaced annually. If not, it should be inspected
at least once per year. The filter is capable of lasting three years under normal conditions. Such factors as
garbage disposals, pets, laundry, etc. may cause the need for more frequent inspection or service.
Instructions for performing maintenance in standard 4" outlet "Tee" of septic tank.
• Before removing filter, one of two options must be performed. These options
need to be performed to prevent any outflow of unfiltered effluent from the
tank while the filter is removed.
Option 1
Insert a STF-130 maintenance sleeve (sold separately) with the handle
coupling on the same side of the "Tee" as the outlet hole. Push the sleeve
into the "Tee" until the handle coupling hits the top of the "Tee". Do not
remove the sleeve until a filter has been put back in the "Tee'.
Option 2
Have the tank pumped down by a professional septic service company.
• After performing one of the options above, remove filter by pulling up on the
filter handle.
• Place the used filter in the provided plastic bag for proper disposal.
• Install a new replacement filter as described in the installation instructions at
STF-130 the top of the page.
Maintenance If a maintenance sleeve was used (option 1), remove the sleeve from the outlet
Sleeve "Tee",
Maintenance
Sleeve partially
inserted into
"Tee"
U.S. Patent #
6,811,692

The STF=110 ties
Effluent Fiilters
ICH Superior
5(4VX-4 IT- tag lar.t ?, x�xr R>rrrr t#rslgr� .
a
F[e OLde
!I-sffUfP - rP-Paler)[
tsm
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The Hemet
-0170f UFF d0br -i-
rsn..--7
ig' 1t "5 simple
ae#� cfrufre rrf ef7t#F'fT[illr.
0 r-BB�
dia,

Q
STr -110-rrt tD 4..6.
senitery Teercut a -way)
STF-110-YR In pre -cast
SOPOO tank with sa-vere
baft.
I or dw nunt ConwMin iONds
ftxrnd N 'i - MUMMIM
MWSOM/ �y�Ifto lhimi lIi 30�11rri �
�67i �m *W mad huhmstdAl
wwWltmmm and Ot namm
rff itiBi
w jrftits tM
ball ewd warvire. wyan ft mry�qw-s with umltg!�a
* b`-Amr*AnW AwhIghm mold the f0t w fkwwft
in p1wz !ate m sled for ter denims or
conl0 ws =W le!liilrrku*a 11 1ror
OW - MohrAs —Pumo Am snow emsftwrMu iarti
i`alklo cWdit% in %ism ,and nmr5m fi>wr longer fnuv Rifle
* ,4i#Aowa SolineWfiV rw�, In wal l�r
trmwwwmmz "panne
1e' U;gh to be Serviced and
be meted
far P�9 ie'� ►� � �l t� der
§W�OzEnm at AN MMCLIM of tam cost of k fiwlbr deddgrw
Designed after our proven STF-110 efliuent filter that currently protects residential septic systems all
over the world, the latest additions to this .series of filters were designed with more demanding
residential, commercial and industrial systems with larger housings and pre -oast tanks with built In
square baffles in mind,
'lflie achieve superior filtration of the most common solids found in today's wastewater systems with
our non -uniform bristle design. This design is much more efficient than uniform f slotted designs which
can pass larger more harmful debris into the system.
The flexible self -looking bristles Drake It simple to install and servios, even in systems with
limited access. They also hold the filter firmly in Pleoe with no need for receivers or canisters
and eliminate filter float -up.
The filters employs a debris separation space which naturally sorts solids according to size
and mass. This makes the filter function more efficiently and greatly increases its life -span.
It also allows for biological maturing which is necessary in all wastewater treatment systems.
The STI=-11 Q series filters use triangular polypropylene
bristles wound together with a 316 stainless -steel core.
This makes them durable enough to be serviced and
economical enough to be replaced. This provides an
economical solution for protecting and servicing all types
of wastewater systems at a fraction of the cost of inferior
designs.
STr r130 changing cleave Is required 10 bA=k effluent iffow white ssrwkinp
without this need to pump down the tank
SM110 is 4'sanHary
Tog (ct►t-a-wey view)
For the prarecrian and perrurmarsce of waHrewater 0;'Orems bm
L
US Paterit # 6,811. 2

FEATURES
• Easy, affordable solution for servicing
septic tanks
• Designed with non -directional bristles
for unrestricted flow of effluent
Allows biological maturing and
sloughing to maximize septic tank
efficiency
d• Provides well over' mile of filtration
media with over 319 cu. in of open
area to eliminate clogging
•ol 2,215 sq. in. of filtering surface allow
a flow rate of over 1200 GPD, filtering
to 1116" diameter
•� Filtering surface is achieved with
unique triangular bristle that more
than doubles the filtering surface, with
no uniform holes or slots to plug
❖ 90 degree handle for easy installation
and removal
• Adapts to all types of 4" pipe
g• Self-locking bristles hold the filter
firmly in place, eliminating 'filter float up'
•: Flexible design makes it easy to install
in hard to reach places and makes
replacing the filter a breeze
• Constructed of polypropylene bristles,
wound together with a 316 S.S. core
•: The filters designed shape creates a
debris separation space which naturally
sorts debris according to size and mass,
ensures even filter usage for a long
iifespan and maximizes circular flow
Order part No. STF-110
STF-130
CAD detail drawing available in DXF format
RELATED PRODUCTS
STF-110-6W page 4
STF-110-7R page 4
STF-110-88 page 4
STF-130 page 14
STF-4TEE page 14
U.S Patent 1116, 811, 892
04
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3 Toll Free 888-DW3290 Office 231-W2-1020 Fax [phone] Email [e-mail] Web www.gag-simlech.com

THIRD PARTY VERIFICATION
GARY & JOHNSON
MICHIGAN # 32831
WISCONSIN # E 25985
MINNESOTA # 41217
SIMITECH FfLTER
NEW STF-110 DISPOSABLE SEPTIC TANK FILTER
THIRD PARTY VERIFICATION
The Disposable Septic Tank Filter is constructed as a twu t d-in-urine bash with 26" long
brush body, Y4" tip and 2 %- long handle end with 90 degree bend. Brush body will have
a mayor diameter of 4.313" for a length of 9 Y$ starting %" from the 90 degree handle
bend, then will transition down to 3 W" diameter over the next 2 W' and held at 3 W
diameter for the next 14".
There will be a scallop cut into the O.D. in the major diameter beginning 2 %" from the
top, transitioning down to 3 %" over the next 2"5 and then transitioning up to the major
diameter over the next 2".
The stem will be 11-gauge stainless steel and the fill material will be .012 yellow
polypropylene.
The filter has a total of 2,9621ineal feet of bristle equaling 35,W lineal inches of bristle.
By calculating the total length x the total perimeter of SimrFech's uniquely shaped
bristle, it gives us a filtering surthee of 2,21.5 square lnehes.
Volume of a 4"x26" Septic Tee 326.7 cubic inches
Volume of the STF-110 Filter 4,265 cubic inches
Volume as open for fluid 322.435 cubic inches
�E os ■rtct-COAL
* CARY B.
1 N ¢ '` ARY 8.
�°�� W . ,�OI�NSON
E� up No._� * E-25985
a 3 83a �" MIDLAND
AIIICFI

Ai
THIRD PARTY VERIFICATION OF FILTRATION ON THE STF- 110
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test was checking for filtering qualities with particulate that could be found in septic tank effluent
* This test used five types of particulate added to a clean tank
• The five types of particulate were hair, seeds, tissue paper, lint, and chain saw chips (see table A below)
* Test tank was riled manually every five minutes while performing tests to represent a large influx of
water
• Water was introduced into the test tank at 210 gallons per hour
• Test was run to a 2" head height above outlet flow
* Recorded length of time to achieve a 2" head height (see table B below)
* Recorded what was caught in a 1500 micron sieve during the total run time (see table B below)
* Recorded what was caught in a 600 micron sieve below the 1500 micron sieve during total run time (see
table B below)
• Recorded particulate caught while changing filters 15 minutes after ending test using manufacturers
recommended instructions (see table B below)
* Recorded particulate removed with filters themselves (all filters were removed slowly) (see table B
below)
* All particulate was recorded in grams using a OHAUS Scout 11 Scale (Serial #BJ380399) with capacity
400 tines 0.1g (purchased scale l 1117/01)
.,.E
yt GARY B.
JOH
N EER
a No. o
0 32831 t
A 8�
GFE131b�
TABLE A Grams
Human hair
2
Horse hair
2
Do hair
1
Cat hair
1
Tomato seeds
2 _
? Weds
2
Cacumber seeds
2
Dig seeds
2
Charmin tissue paW
2
Scott tissue r
2
Northern tissue paper
2
Lint
2
Chainnw chko
4
C,ARY B. I
JOHNSON g .61
E-25986 I
MIDLAND Z4.
TABLE B
Swaffeeh
Tuff--Trte
Zabel
Zoeller
Time to achieve 2" head h ' t
1 hr. 40 min.
7 m L
6 min.
* 2 hrs.
Particulate cangbt in 1500 micron sieve
0
0
0
0
Particulate eau t is 600 micron sieve
0
0-2
0.3
1.2
Particulate eaught while chaug*ingfilter
0
0.3
0
0
Particulate contained widdia or on fitter itself
15.0
6.3
2.2
2.3
'Ended test at 2 hours, total head hem was at 1 %"
Notc, All filters except Sim/Tech caught seeds in 1500 micron sieve but was not recordable in 1/10g scale

THIRD PARTY VERIFICATION OF FLAW RATES ON THE STF-110
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test done with clean water and no particulate
Filters placed in a standard outlet tee of 8 & D type with a 1 T' tailpiece to outlet level
* Test tank was a plastic 55 gallon drum
• There was an accurate method to measure head height above outlet level
* Test was done for a V2" and i" head bight above outlet level
a All filters tested using the above conditions
FILTER FLOW RATES
Sim/Tech
Tuff-Tite
Zabel
Zoeller
T2" head he ht above outlet flow
1, 800 GPD
1, 440 GPD
1, 195 GPD
900 GPD
1" head he' ht above outlet flow
5, 040 GPD
4, 680 GPD
4, 858 GPD
1, 800 GPD
s SSE 8f rlty'�
GA[tY B.
10�
E
o 3281
A
co2 go N,«
GARY B.
JOHNSMIDLAND
QN
MlCN
AL

It iB my opinion that the Sim/Tech filter will prove to be a superior septic tank filter
because of it's basic design, bristles to catch any "paper likep debris on the outside surface
( guided there because ofthe bristle's bending at the ends under pressure of the flow ).
A dead zone near the cemer to collect small particles as they fail out of the flaw. Plus the
inc"able water paths through, and around, the filter fibers.
Gary B. Johnson P.E.
363 Silver Greek Rd
Petoskey, M 49770
� P~IL of n re' ,JI0
GAARY L * ,
r j ;
sy W
�w x
s
a
32831
t
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A4��Eii►��

PA31 U bmOX �kerovauminPrecrstQrahoz�l• PL-122 Effluent Filter
&WWfVMterPra&claA Wslm of rorybC Inc.
PL-122 Filter
The FL-122 was the original Polylok filter. It was the first filter on the market with an automatic shut-off ball installed
with every filter. When the filter is removed for regular servicing, the ball will float up and prevent any solids from
leaving the tank. Our patented design cannot be duplicated.
Features:
• Offers 122 linear feet of 1/16" filter slots, which
significantly extends time between cleaning.
• Has a flow control ball that shuts off the flow of effluent
when the filter is removed for cleaning.
- Has its own gas deflector ball which deflects solids away.
• Installs easily in new tanks, or retrofits in existing systems.
• Comes complete with its own housing. No gluing of
tees or pipe, no extra parts to buy.
• Has a modular design, allowing for increased filtration.
PL-122 Installation:
Ideal for residential waste flows up to 3,000 gallons per day
(GPD). Easily installs in any new or existing 41° outlet tee.
1. Locate the outlet of the septic tank
2. Remove the tank cover and pump tank if necessary.
3. Glue the filter housing to the outlet pipe, or use a
Polylok Extend & Lok if not enough pipe exists.
4. Insert the PL-122 filter into tee.
5. Replace and secure the septic tank cover.
PL-122 Maintenance:
The PL-122 Effluent Filter will operate efficiently for
several years under normal conditions before requiring
cleaning. It is recommended that the filter be cleaned
every time the tank is pumped, or at least every three years.
1. Do not use plumbing when filter is removed.
2. Pull PL-122 cartridge out of the tee.
3. Hose off filter over the septic tank. Make sure all solids
fall back into septic tank.
4. Insert filter back into tee/housing.
Polylok offers the only filter on the market
where you can get more GPD by simply
snapping our filters together]
Patent Numbers
6,015,488 & 5,M,640
Filter Ready Adapter
Connects to Septic Tank Wall
Accepts 1/2" PVC
:tension Handle
Alarm Switch
(optional)
122 linear Ft. of
1/16" Filtration
Slots
Filter Housing with
3" & 4" Pipe Adapter
1A6" Filtration Slots
3,000 GPD
NSf
Gas Deflector
Automatic Shut -Off Ball
Outdoor SmartFiIterO Alarm
Polylok, Zabel & Best filters accept
the SmartFilterig switch and alarm
www.polytok.com 1-877-765-9565

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NSF
The Public Health and Safety Organization
NSF Product and Service Listings
These NSF Official Listings are current as of Wednesday, April o6, 2016 at 1=5 a.m. Eastern Time. Please contact
NSF International to confirm the status of any Listing, report errors, or make suggestions.
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d= o 46&Cpju—
NSF/ANSI 46
Evaluation of Components and Devices Used in
Wastewater Treatment Systems
Polylok Inc.
3 Fairfield Boulevard
Wallingford, Cl' o6492
United States
877-765-9565
203-265-6340
Facility: Cheshire, Cr
Septic Tank Effluent Filters[x]
PL-122 PL-250 PL-525 PL-625 PL-68
[11 Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" ± 0.00211). Meets the full
requirements of NSF/ANSI 46-2010.
Facility : Evansville, IN
Septic Tank Effluent Filter Components[i]
Axol-imo A1oi-12x28
Ax01-8x32 A18oi-018141
A301-12x36 A3ox-8xi8
A101-12x36 Aioi-8x1S
Ai8oi-4x22[4] [5] A301-12x20
A301-8x26 A301-8x32
Aioi-8x26
A3o1-12x28
[11 Septic Tank Effluent Filter Components are exempt from bearing the NSF Component Mark
and shall bear the NSF Unit Mark.

[41 Filter cartridges Certified in ABS and PVC materials.
[5) Failure sensing and signaling equipment of this product not evaluated by NSF
Septic Tank Effluent Mlters[2] [3]
M00-1=20
Aioo-i2x2o-VC A1OO-12x2o/BALL
A1oo-8xi8-VC
A1OO-8x26-VC Am-8x32-VC
A1800 4x18-VT Boo
A1800-4x18-VTF-B35A1800-4x18-VTF-B4o
A1800-4=24T-B40
A1800-4x22-VTF-B35A1800-4x22-VW-B40
A3O0-12x2o/BALL
A300-12x28-VC A300-12x36VC
A300-8x32-VC
A600-12x2O A600-12x2o/BALL
Moo-Sx18 VC
Moo-8x26-VC A600-8x32-VC
A1OO-12x28VC A1OO-12x36-VC
A1800-4x18-30142-68Ai800-4x18-VT-B35
A1800-4x22-30142-68A18oa4x22-VT-B35
A3OO-12x20 A3OO-12x2O-VC
A3oo-8x18-VC A300-Sx26-VC
A600-12x28-VC Moo-12x36-VC
[21 Suffix VC denotes a filter cartridge with Versa -Case assembly.
[3) Performance tested using bead size 0.338 cm ± 0.005 cm (1/8" ± 0.002"). Meets the full
requirements of NSF/ANSI 46-2010.
NOTE: All filters come Smartfiltex ready.
Number of matching Manufacturers is i
Number of matching Products is 52
Processing time Has o seconds

EnZ, jTREAT
Re -Circulating Synthetic Filter
E-Z Treat is a
modular system with proven
performance in residential and commercial
applications. E-Z Treat is prepackaged in
"pod" featuring synthetic media encapsulated in
a flexible mesh container. E-Z Treat protects
sensitive watersheds through removal of
nitrogen and other constituents.

Applications
L�
Residential
Commercial or community
Intermittent or seasonal use
Space constrained sites
Harsh; cllmate_
Nrtr-zgen sensitive areas
WAter Reusr
0 A%
ErZ1iREAT
Re -Circulating Synthetic Filter
Why Choose E-Z Treat?
o Produces water reuse quality effluent
o Certified to NSF/ANSI Standards 40, 245, and 350
o Proven results for over 15 years through third party field testing
o Spray nozzles maximize oxygen contact through small water droplet size
o Simple to use and suitable for wide range of applications
o Prepackaged, lightweight pod for easy installation
o Synthetic media:
- Resists biological clogging
- Provides large, open surface area
- Allows free air flow
- Requires no media cleaning
Call, 703.753.4770 or visit: eztreat.net
02017 E-Z Treat

Pre -assembled Pod
Flexible configurations
Multiple sizes available
Lightweight pods
Non -clog media
High level denitrification
Optimized for water reuse
EnZ4�►TREAT
Re -Circulating Synthetic Filter
Z. Collection
Sewage flows from the home
or facility into a watertight
primary tank or chamber.
The solids settle and the
liquid effluent flows by gravity
through an effluent filter to
the system.
2. Treatment
The E-Z Treat Re -circulating
Synthetic Filter provides
passive biochemical treatment
through an active biofilm matrix. The styrene media is very uniform and provides
ample surface area for biological growth. The styrene media contains many
voids to accommodate optimum air and liquid flow. The spray nozzles create
very small water droplet size (mist), thereby maximizing oxygen contact.
3. Dispersal
The re -circulation chamber contains a float ball by-pass valve and re -circulation
pump. The by-pass valve connects to the 4" return line from the E-Z Treat pod.
The by-pass valve allows the effluent to be constantly re -circulated through
the styrene media. Treated effluent exits the by-pass valve and flows into a
gravity drainfield or into a pump
chamber for dosing LPP, drip
irrigation, or other pressurized NSF Testing Performance Summary
drainfields. Effluent is suitable Parameters Effluent, Avg.
for reuse. UV disinfection may
be required. BOD5 2 mg/I
TSS 2 mg/l
DO 3.3 mg/I
Turbidity 2 NTU
E. coli * 2 MPN/100ml
pH &B —7.5
Total Nitrogen Reduction 64%
*with optional UV disinfection
Call: 703.753.4770 or visit: eztreat.net
02017 E-Z Treat

Standard Model Package:
Item Description
1 STEP-20-Re-circulation Pump, 1/2 HP
2 Float By -Pass Valve
3 Control Panel
4 Styrene Media
*Septic tank effluent filter is supplied by others
r
Please Note; pump is changed to
STEP-30 1/2 hp by E-Z Treat
See pump curve and frictioNTDFI
calculations attached in this section.
Model600
I
I
I
-F
.I
-
del1200
i
3i VALVE
FIMURE
GpGEUGE; '
i
L"&ALL VALVE.
I!
`SPRAY NOM
E-Z4YTIiEAT

EiiiiiiiiiiiZ-4�PTREAT
Re -Circulating Synthetic Filter
Installation
or
Inspection Checklist
(sF)
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANS1245
NSF/ANS1350
02017 E-Z Treat 2-2017

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Pre -construction Meeting
Pre -construction meeting held?
Personnel present at pre -construction meeting (check all that apply):
❑ Owner
❑ Builder
Engineer or Designer
Regulator
Installer
❑ Service Provider
Septic Tank
❑ Septic tank sized per code or certification criteria?
❑ Is septic tank installed per manufacturer's requirements?
❑ Does septic tank, riser(s), and access cover(s) meet applicable structural standards?
I 11/16" commercial effluent filter/screen installed on outlet?
Is effluent filter/screen able to be removed for cleaning?
I is septic tank accessible?
Are septic tank, risers, and access covers watertight?
Recirculation Tank
Re -circulation tank sized per code or certification criteria?
❑ Is re -circulation tank installed per manufacturer's requirements?
Does re -circulation tank, riser(s), and access cover(s) meet applicable structural standards?
Is re -circulation tank accessible?
Are re -circulation tank, risers, and access covers watertight?
❑ All piping from septic tank to re -circulation tank installed per code?
Is the by-pass valve installed in the re -circulation tank properly?
Is the by-pass valve inlet connection from E-Z Treat pod installed properly?
Is the by-pass valve outlet connection to gravity drainfield or to drainfield pump tank/basin
installed properly?
Pump
❑ Is pump installed per manufacturer's requirements and code?
Is pump accessible and removable?
❑ Is quick disconnect method (union, camlock, or pitless adapter) installed? (Don't install a check valve!)
❑ Is 1/8" drainage and anti -siphon hole drilled in the PVC pump supply pipe just above the discharge
end of the pump?
I Is pump installed, connected, and tested?
(type, gauge and length of wire, connected using water -proof connectors and the conduit sea led -off)
Call: 703.753.4770 or visit: eztreat.net
02017 E-Z Treat

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Force Main
Is force main been installed with pressure rated fittings/pipe and per code?
❑ Are PVC fittings and pipe cleaned, primed, and glued properly?
Is the force main sized according to manufacturer's recommendations?
❑ Is force main watertight?
❑ is the force main installed to allow for drain -back to prevent freezing of piping, if applicable?
E-Z Treat Pod
. Stone pad size large enough for pod to set on WW x 91 x 4'H)?
❑ Stone pad depth sufficient and leveled for pod to drain towards 4" outlet?
❑ Is pod leveled and sloped 1" toward the bottom outlet drain?
❑ Is 4" return line to by-pass valve installed and per code?
Are PVC fittings and pipe cleaned, primed, and glued properly?
Is the return line sized according to manufacturer's recommendations?
Is return line watertight?
Pod lid secured and cleaned off?
Soil Grading Around Pad
; Is area covered with suitable topsoil (free from large stones or sharp objects) around the pod?
❑ Is suitable topsoil packed around pod?
❑ Is suitable topsoil been lightly compacted around lid of pod to prevent settling?
Is the area been seeded and straw placed on top of topsoil for stabilization?
Control Panel and Electrical
Check all that apply:
Type of timer: Analog Digital
Elapsed Time Meter: Yes No
Cycle Counter: Yes No
Panel heater: ❑ Yes No
Is control panel installed per manufacturer's requirements and code?
Is a NEMA 4X junction box used for all float and pump connections?
Are floats installed, connected, and tested?
(type, gauge and length of wire, connected using water -proof connectors, and the conduit sealed -off)
Is power connected per code?
(type, gauge and length of wire, and the conduit sealed -of l
:_.,I Is conduit used between control panel and re -circulation tank?
❑ Is the re -circulation pump timer set based on the manufacturer's criteria?
Call: 703.753.4770 or visit: eztreat.net
02017 E-Z Treat 2

EnZ�TREAT
Re -Circulating Synthetic Filter
Design Guide
and
Installation Manual
Models hearing the NSF mark are certified Class I
to one or more ofthefollowing standards:
NSF/ANSI 40
NSF/ANSI 245
NSF/AN51350
02017 E-Z Treat 2-2017

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TABLE OF CONTENTS
1.0 Treatment Process Overview 1
2.0 Design
1
2.1
Re -circulation Tank Sizing 1
2.2
Filter Performance 2
2.3
Operating Costs 2
2.4
E-Z Treat Loading Rates 2
2.5
System Overview 3
2.6
Spray Manifold System 7
2.7
Filter Media Mattress Material 7
2.8
Decentralized Design Options for Commercial,
Community, or Large On -site Systems 8
3.0 Installation Instructions
12
3.1
Pre -construction Meeting
12
3.2
Off Loading Treatment System
12
3.3
Excavating and Installing the Pod
13
3.4
Piping the E-Z Treat Pod Supply and Return
13
3.5
Installing the By -Pass Valve
13
3.6
Installing the Re -circulation Pump
14
3.7
Setting Pump Control Floats
14
4.0 Start-up 15
Appendix 1: Model 600 Configurations 18
Appendix 2: Model 1200 Configurations 20
Appendix 3: Typical Commercial Configurations 22
Appendix 4: High Strength Waste Case Study 24

1.0 Treatment Process Overview
The E-Z Treat Re -circulating Synthetic Filter system operates as a fixed media, packed bed filter
system. In these treatment systems, larger solids contained in the applied effluent are
retained within the media by filtration, typically in the upper level of the filter media. A bacterial
film forms on the surface of media grains and provides for removal of soluble organic material
1
and small colloidal matter by absorption by the bacteria in the film. Decomposition of the
absorbed material occurs during rest periods in the filter, when there is no application of
M
effluent. The organic material becomes an energy source for the bacteria to maintain them-
selves and produce new cells. Over time, as the filter matures, the film layer forms through-
out the depth of the filter media and by-products of the biological process pass out of the fil-
ter. Re -circulation of the water leaving the filter back through the filter surface provides for
additional treatment by the bacteria in the media bed, as well as a mechanism for moving par-
tially decomposed organic materials, bacterial waste products and other debris from the fil-
ter. This keeps the pore spaces within the media from clogging. Treatment using recirculating
media filtration systems is generally an aerobic process and re -aeration of the media, which
in
occurs during the resting (non -dosing) periods, is essential for proper treatment.
7
Table 1 Recommended System & Re -circulation Chamber
C
Sizes for Residential Applications
CL
2.0 Design
M
flow svptic tank
0)
Many types of media are DF *oll 00 modal I*
dused
in packed bed filters. 300 750 l 300 1 1
_
Washed, graded sand 400 750 400 1 1
i
was the most common. ; 500 900 500 1
(A
rF
Other granular media 600 900 600 1
IN
used include crushed 700 1000 700 1
glass, garnet, anthracite, 800 1000 800 2 1
r+
plastic, expanded clay, 900 1500 900 2 1
�•
expanded shale, open -cell 1000 1500 1000 2 1
3
foam, extruded poly- 1100 1500 1100 2 1
styrene, and bottom ash 1200 2000 1200 2 1
from coal-fired power 1 1300 2000 1400 2 1
7
plants. I 1400 2000 100 2 1
C
Notes:
ly
1. Tank sizing are not exact and may vary (+ or-10%) based on availability of locally
Media characteristics producedtanks.
can limit the number of 2. For seasonal or intermittent use applications, please contact us for design guidance.
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 BODS loading should
decrease with decreasing effective size
of the sand.
2.1 Re -circulation Tank Sizing
For single-family home systems, the re-
circulation tank is typically sized to be equal
to 0.75 to f times the design peak daily flow.
Call: 703.753.4770 or visit. eztrest.net @2017 E-Z Treat

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2.2 Filter Performance
When treating domestic strength sewage
(300 mg/I BOD5 or less) up to the design flows
and loads, a properly maintained E-Z Treat
Re -circulating Synthetic Filter will typically
perform better than the 30-day average
requirements of NSF Standard 40 Class 1
(25 mg/I CBOD5 and 30 mg/1 TSS).
Reductions in the CBOD5 and suspended
solids (TSS) influent concentrations will be
attained within a few weeks of commissioning
and should be consistently achieved over the
lifetime of the styrene media.
C130135 and suspended solids (TSS) treatment
performance in the styrene media is not
subject to significant variation with ambient
air temperature fluctuations.
2.3 Operating Costs
Power costs for pumping at 3 to 4 kWh/day
are in the range of $9 to $12/month.
The E-Z Treat Re -circulating Synthetic Filter
system incorporates technology resulting
from years of independent research in
re -circulation sand blo-filtration. Our system
applies each area of this technology in a pre-
packaged system. This ensures consistent
field performance in reducing SOD, TSS and
Total Nitrogen. The 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 ensure particle size,
even distribution of effluent over the media,
and piping design that optimize treatment
within the system.
Call: 703.753.4770 or visit. eztreat.net
Table 2
NSF Testing Performance Summary
BOD5
2 mg/1
TSS
2 mgll
DO
3.3 mgA
Turbidity
2 NTU
E. coli *
2 MPN1100m1
PH
6.8-7.5
1 Total Nitrogen Reduction
64%
*with optional UV disinfection
2.4 E-Z Treat Loading Rates
In accordance with the EPA Design Guidelines
and field testing of the E-Z Treat Re -circulating
Synthetic Filter Model 600 can be continuously
loaded at 750 GPD and 2lb SOD. Model 1200
can be continuously loaded at 1400 GPD and
4lb SOD. EPA research and testing has
proven that system designs, such as the E-Z
Treat Re -circulating Synthetic Filter system,
will produce a high quality effluent at loading
rates in excess of 25 gal/ft2/day.
02017 E-Z Treat

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2.5 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". 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" return line from
0
Call: 703.753.4770 or visit- eztreat.net
I
the pod. 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 synthetic filter discharging only the daily
forward flow volume after it has passed
through the pod. In designs using an external
splitter box the float by-pass valve would be
eliminated from the re -circulation chamber.
Standard Model 600 Package:
imm a:
1 Model 600 Pod
2 STEP-20 Re -circulation Pump,1/2 HP
3 Float By -Pass Valve
4 I Control Panel
5 i Septic Tank Effluent Filter (supplied by others)
Recirculation Pump is changed
to STEP 301/2 hp by E-Z Treat
Please see the pump curve and
triction/TDH calculations provided
by E-Z Treat
02017 E-Z Treat

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STEP-20 Re -circulation Pump Recirculation Pump is changed
to STEP 301 /2 hp by E-Z Treat
Please see the pump curve and
friction/TDH calculations provided
Table 3 Pump Specifications by E-Z Treat
Discharge 10, 20 and 30 GPM models: fiberglass -reinforced thermoplastic; 50 GPM models: stainless steel
Discharge Bearing Nylatron11
Impellers
Delrin°
Diffusers
Polycarbonate j
Suction Caps
i
Polycarbonate with stainless steel wear ring
Thrust Pads
Proprietary specification f
Shaft and Coupling
Stainless steel 300 grade
Intake
Fiberglass-refnforced thermoplastic
Intake Screen
Polypropylene
Jacketed Cord
300voft'SOOW" 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 & Company
Nylatron® Is a registered trademark of Polymer Corporation
S.T.E.P. Plus® is a registered trademark of Pentair Water
In order to provide the best products possible, specifications ar subject to change.
Table Pump Performance —20GPM
Capacity Liters per Minute
0 25 50 75
300
250
200
UT
C_
150
cc
s
100
50
0 10 20
Capacity Gallons per Minute
Call: 703.753.4770 or visit: eztreat.net
100
30
80
60 12
40
20
02017 E-Z Treat 4

E-Z Treat Float Ball By -Pass Valve
INLE
4"
awl
E-Z Treat Re -circulation Pump Control
Model EZ SR-12
NOTE: Panel model & manufacture may nary
Panel to be provided by E-Z Treat
Re -circulation pump power source terminals T1 & T2
High Level Alarm (top float) coi
Low Level
LEE 11
A A
MET
4" �` WEIR
BALL
2.7F -
Wide Angle Pump "ON' & 'OFF" timer activation (middle float) terminals #3 and 4
Call. 703.753.4770 or visit: eztreat.net
02017 E-Z Treat

E-Z Treat Re -circulation Pump Control
Model EZ SR-12
E-Z TREAT
jIDM 1griW�
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118Y/IMOTOR 1/ISA mu
.�. _ 23DVrI'J4/9V/I44 mom
101
HIGH LEVEL
••DOFF/TMR ENABLE
SEE NOTES 3 do 4
'AOREDUNDANT OFF
LOW LEVEL ALARM
3-4' TETHER-"
may
A60%
Call: 703.753.4770 or visit: eztreat.net
NOTE: Panel model & manufacture may vary
Panel to be provided by E-Z Treat
ON SOLI! AR_
10AMP MIN. PROTECTION
PUMP
413 or 230V
1PH/BONZ
20AMAP MIN..PROTECTION
� a �
4 A
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EXAMPLE*TXOWN SE1 fOR 10 mi ),
TO SET M 11MM USE A SCREWDRIVER TO
CHMGE TIMER INCREMENTS (W*01%ow) 1UNTIL
THE DESIRED INCREMENT IS DISPLAYED IN WINDOW
ABOVE THE 'ON' A 'OFF' ADJUSTMENT SCREWS.
THE DIAL RANGE CAN BE ADJUSTED FROM THE
IAYYEST (0-1.2] 1Y1 THE 1NGHEST (0-30) RANGE
EY AD TING F!E LOWER LEFT ADJUSTMENT
SCREWM, SELECT AS SMALL A RANGE AS POSSIDLE
THAT WALI. ALLOW 'ON" AND 'OFF' TIMES TO BE
COHTXNEO W 11KN IT, 113E THE LARGE DIAL (green
printer) TO SET THE OFF' TIME. AND THE SMALL
DIAL (red pWnlar) TO SET THE 'ON' TIME. THE
OFN INDICATOR WILL L10FtT DURING THE 'OFF'
PERIOD. THE RED INDICATOR WLL LICHT DURING
THE ON' PERIOD.
TOROIIE SETTIN=-
TERMINALS:
WIRE SIZE- ~
y TORQUE:
P1. 1L1, IL2
111. 3TL
4-14aw
;a-
10-189w51
27 in-1bs
P2
8-22M
18-20Ia-Ila
Tat 1-4
10-22awg
7-8 In--Iby
ALL TERMINALS
10-22aft
7-8 in-lbc
02017 E-Z Treat 6

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2.6 Spray Manifold System
To maximize the effectiveness of every
cubic inch of the media material, the
Model 600 employs a spray manifold
with 8 evenly spaced wide-angle spray
nozzles and Model 1200 employs
12 nozzles. The nozzles are plastic
construction with a free passage of
0.0625" 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.
Mnd
2.7 Filter Media Mattress Material
The E-Z Treat Re -circulating Synthetic Filter
system 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 0.078 square openings allowing
effluent and air to flow freely while containing
the media material.
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.
Call: 703.753.4770 or visit: eztreat.net
,• 11C ItAU VALVE
Polypropylene Mattress Material
V } \ . . • }
Styrene Media
02017 E-Z Treat

2.8 Decentralized Design Options for Commercial, Community, or Large On -site Systems
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02017 E-Z Treat
1 1Ir
VANIFOtu

Golf Club (Haymarket, VA.) Effluent Dispersal Method: Low Pressure Pipe
This system was installed at the club Daily Flow: 20,000 GPD
in 2009. Treated Effluent Parameters: BOD5: 10 mgl
TSS: 10 mgl
TN: 20 mg/I
:_ -
Residential Cluster (Lake James. NC)
This system services a lake -side complex
consisting of single family homes, apartments,
community center and swimming pool.
Call: 703.753.4770 or visit. eztreat.net
Effluent Dispersal Method: InfiPtratorChambers
Daily Flow: 25,D00 GPD
Treated Effluent Parameters: BOD5: 10 mgl
TSS: 10 mgI
TN: 20 mg1l
02017 E-Z Treat 10

Motor Home Park (Smokey Mountains) Effluent Dispersal Method: Infiltrator Chambers
Daily Flow: 30,000 GPD
Treated Effluent Parameters: BOD5: 10 mgl
TSS: 10 mrgl
TN: >60%
Call 703.753.4770 or visit: eztreat.net
02017 E-Z Treat 11

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3.0 Installation Instructions
E-Z Treat Company or its representative will conduct on -site training with each installer before
they are certified to install E-Z Treat systems. The training will include instruction on proper
site prep, locating pod, equipment handling, excavation, pod placement, piping, wiring and
start up of the E-Z Treat system. Annual classroom training will be a requirement for installers
to maintain their certification. As a condition of E-Z Treat certification, contractors must have
proper state and local licenses and appropriate insurance policies. E-Z Treat distributors will
only sell or authorize installations by E-Z Treat certified installers.
The E-Z Treatment pod will ship pre -assembled, requiring only field piping of the pod supply line
and discharge line, installing the re -circulation pump, 4" float by-pass valve and the re -circulation
control. When installing the E-Z Treat system the order of components installation is not
critical and each segment can be installed independently.
3.1 Pre -construction Meeting
A pre -construction meeting is recommended
before any construction commences. This
meeting is an opportunity for the owner,
builder, engineer/designer, local regulatory
agencies, service provider and installer to
clarify property lines, building location, system
location, power sources, drainage areas, final
site grading and answer general questions.
Call., 703.753.4770 or visit: eztreat.net
3.2 Off Loading Treatment System
The E-Z Treat Re -circulation Synthetic Filter
pod is injection molded polyethylene weighing
about 300 pounds. Because of the relative light
weight and toughness of the material, special
handling is not required. Two people can easily
unload the pod. If machinery is used to off load
the pod or transport it to the excavated hole;
nylon straps, chains or cables used to lift the
pod should be in good condition and rated for
at least 1000 pounds. The re -circulation pump
and control will be shipped in factory sealed
cardboard box, these items are not fragile but
should be handled with reasonable care not
dropped or thrown.
02017 E-Z Treat 12

3.3 Excavating and Installing the Pod
The first consideration when installing the
E-Z Treat pod is to assure the pod is not
located in a drainage area and the pod is
located above the seasonal high water table,
this will protect the pod from floating and
surface water infiltration.
■ Excavate a hole approximately
6'W x 9'L x 4'H.
tprevent
■ Place 3/4" to 1" stone or equal to a height of
4" in the bottom of the excavation forming
a level base for the pod to set, this will
prevent settling of the pod and allow for
o
leveling of the pod.
(n
■ Backfill the pod with clean fill soil, free of
�.
rocks and foreign material. Do not compact
the fill, allow the soil to settle naturally.
C
■ Once the pod is placed in the excavation
CL
adjust the pod to slope 1" toward the 4"
PVC outlet this assure proper drainage.
OJ
3
CL
3.4 Piping the E-Z Treat Pod Supply
N
rF
and Return
■ Once the pod is placed and leveled,
connect 4" PVC pipe between the outlet
of the pod and the by-pass valve located
in the re -circulation tank.
d■
Attach 1" PVC supply line between the 1"
7
inlet on the pod and the re -circulation pump.
C
d
3.5 Installing the By -Pass Valve
The by-pass valve is located in the re -circu-
lation tank and one side is connected to the
4" PVC drain line coming from the pod and
the other side is connected to the 4" PVC
effluent discharge line or into the effluent
pump tank.
Model 600 Pod
Flo.
4" Outlet
Weir
Call: 703.753,4770 or visit eztreat.net @2017 E-Z Treat 13

3.5 Installing the Recirculation Pump
Connect the 1" PVC pipe between the inlet of
the pod and the re -circulation pump.
Always provide a quick disconnect device for
removing the pump, this can be accomplished
with a union, camlock coupler or pitiess
adapter.
DO NOT install a check valve in the pump
supply line this will prevent the supply line to
the pod spray manifold from draining and
may cause freezing.
To ensure complete drainage of the spray
manifold drill an 1/8" hole in the PVC pump
supply pipejust above the discharge end of
the pump.
3.7 Setting Pump Control Floats (see page 6)
The control panel will come with three liquid
level floats:
Low Level Alarm Float protects the
pump from run dry damage by turning
off the pump and sound an audible
and visual alarm. Set float to activate
if the effluent level drops to 4" above
the pump intake.
2. Timer Enable Float activates the
pump run time and assures the pump
only runs when there is sufficient
effluent in the re -circulation tank. Set
float to activate when effluent level in
the recirculation tank is filled to 50%.
High Level Alarm Float will sound an
audible and visual alarm when the
effluent in the re -circulation tank is
too high. Set float to activate when
the effluent level in the in the re-
circulation tank is level with the top
of the by-pass valve.
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Float Settings
60%
Liquid Level
Wide Angle
Float
9!8" Hole
1i
HighLevel
)
Float
Float
i�
I
Low Level
Alarm Float
4" above pump inlet
I
L.i
@2017 E-Z Treat 14

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4.0 Start-up
Septic Tank and Re -circulation Tank
The septic and re -circulation tank shall be
inspected prior to start up to:
1. Verify the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes or cracks. The sys-
tem must remain watertight to perform
properly.
Inspect the outlet effluentflter installation
to insure it is installed in accordance with
the effluent filter manufacturer's specifi-
cations.
3. Inspect the liquid level in the recirculation
tank, the liquid should be sufficient to
activate the Timer Enable Float.
Inspect the location of the float controls.
They should be securely attached to the
float bracket, free to float without
obstructions and the location of the floats
should correspond with the float diagram
on page 10.
Power Supply
1. Verify the main power supply to the re-
circulation panel has properly sized
breakers, the proper voltage and is
installed in protection water tight conduit.
Check the voltage and motor amp draw. If
the readings are beyond the limits speci-
fied on the pump have an electrician check
the main service line feeding the system
control panel.
By -Pass Valve
1. Verify the main power supply to the re-
circulation panel has properly sized
breakers, the proper voltage and is
installed in protection watertight conduit.
2. Check the voltage and motor amp draw. If
the readings are beyond the limits specified
on the pump have an electrician check
the main service line feeding the system
control panel.
Call. 703.753.4770 or visit' eztreat.net
Flush the Spray Manifold
1- At initial system start-up, remove the end
caps from the spray manifold. Operate the
re -circulation pump by turning the pump
control to the "HAND -ON" position. Let
the pump run for one minute then turn the
pump control to the "OFF" position repeat
this procedure three times to flush any
construction debris such as dirt or pipe
shavings from the spray manifold. Replace
the end caps hand tight —do not use
wrenches or pliers. Re -set the pump con-
trol selector switch to the "AUTO" position.
2. Using the ball valve located in the manifold
supply line adjust the manifold pressure to
20 to 25 PSI.
3.Observe the system as it re -circulates.
Visually verify all liquids flows freely
through the system.
Setting the Re -circulation Pump Control
1. Check the functions of the E-Z Treat
Re -circulating Synthetic Filter control panel.
Control: Main Control "ON/OFF" switch
Function: Turns power ON or OFF
Control: System Setting Switch
"MANUAL ON" and "AUTO ON"
Function: "MANUAL ON" overrides all float
switches and time clock switches. "AUTO ON"
allows for normal operations dictated by the
time clock and float switches.
Control: Timer
"MINUTES ON" and "MINUTES OFF"
Function: Controls run time of re -circulation
pump i.e. GPD re -circulated through media
Control: High and Low Water Alarm "ALARM ON",
"ALARM AUTO" and "ALARM SILENCE"
Function: "ALARM ON" will manually turn on
the audio/visual alarms. "ALARM AUTO" is the
normal operational setting and "ALARM SILENCE"
turns off the alarms.
2. Check re -circulation pump. Place the system
in the manual mode by turning the recircu-
lation pump switch to "ON"* The re -circula-
tion pump should begin to supply effluent
to the spray nozzles in the treatment pod.
02017 E-Z Treat is

10
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Control Panel/Pumps/Alarms
1. Place the system in the normal operating
mode by turning the re -circulation pump
switch to "AUTO". Verify the timer
ON/OFF set the ON/OFF time to match
Table 5 below.
2. Verify the accuracy of the system ON/OFF
Timer. To accomplish this use a stop
watch and verify the length of time the
re -circulation pump is OFF then verify the
time the re -circulation pump is ON. Those
times should match the ON/OFF Timer
settings in the control panel.
Confirm the operation of the visual and
audible "HIGH" and "LOW" water alarms.
The control has an alarm switch clearly
marked Alarm "ON", Alarm "AUTO" and
Alarm "SILENCE". Place the Alarm Switch
in the "ON" position, you will hear a loud
buzzer and see a red flashing Iight. Move
the switch to the Alarm" SILENCE"
position the red light and buzzer will go
dormant. Once the alarms have been
triggered return all settings to their
original position of Alarm "AUTO"
Tables Ti mer S etti ng s
4. Verify the floats are operational by manually
raising and lowering the floats to simulate
the systems normal operation. Verify proper
operation of "High Level Float" by lifting
the float while the system timer is in the
"OFF" time mode, the re -circulation pump
should turn on over riding the "OFF" timer,
the Visual and Audible alarms should
activate. Return the float to its normal
position the re -circulation pump will turn
off. Reset the alarms and manually lower
the "Low Water Float" with timer in the
"ON" mode, the re -circulation pump will
turn off and the visual/audible alarms will
activate. Return the float to the normal
position and the re -circulation pump will
run. Reset the Alarms.
5. Verify all control breakers are in the "ON"
position and all control switches are in
the "AUTO" position before closing and
securing the system.
300
750
300
2.5
24
2.5
39
400
750
400
2.5
20
2.5
28
500
900
500
2.5
16
2.5
22
600
900
600
2.5
14
2.5
18
700
1000
700
2.5
21
2.5
M
800
1000
800
2.5
18
2.5
13
900
1500
900
2.5
M
2.5
11
1 1000
1500
1000
2.5
13
2.5
9
1100
1500
1100
2.5
12
2.5
8
1200
2000
1200
2.5
10
2.5
7.5
Note: Tank sizing are not exact and may vary (+or-10%) based on availability o€locally produced tanks.
Call. 703.753.4770 or visit: eztreat.net
@2017 E-Z Treat 16

Re -circulation Pump Timer
Light will bum Green to indicate Recirculation Pump is OFF
Light will bum RED to indicate
Re -circulation Pump is ON. —
Rotate dial to desired minutes ON. --�
Clods face screw will change
the dock face from a maximum r ,
time of 1.6 units to a maximum
of 30 units. Always set the clock face to 30.
Call: 703.753.4770 or visit: eztreat.net
Window will display OFF "SEC", `MIN" or'HR".
Rotate OFF screw until "MIN" appears in window.
OFF screw displays
seconds, minutes or hours.
Window will display ON
"SEC", "MIN" or "HW.
Rotate ON screw until
"MIN" appears in window.
t
ON screw displays seconds, minutes or hours.
Rotate dial to desired minutes OFF.
02017 E-Z Treat 17

NO Please refer to drawings for site
Appendix 1 Model 600 Typical Configurationsnfigurations.
Note: Not a complete library of possible configurations. Contact E-Z Treat for more information.
1-Pod / 2-Tank with Simplex Timed Dose Re -circulation Pump
2-Pod / 2-Tank with Simplex Timed Dose Re -circulation Pump
iM e
MINOR
11I
I I
Flo �i/
IIIIII
u��u
' IIII111! 7y
aie
Call: 703.753.4770 or visit: eztreat.net
WA
@2017 E-Z Treat 18

Appendix 3 Typical Commercial Configurations
Note: Not a complete library of possible configurations. Contact E-Z Treat for more information.
Model 600 4-Pod / 4-Tank with Duplex Timed Dose Re -circulation Pumps
4011
ill „�i rl�l�ll Il�li�
�I�I�II i� Ilrl�
SON�II
all
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d4rr.�r�
Model 1200 2-Pod / 4-Tank with Duplex Timed Dose Re -circulation Pumps
OCRli�
■Ir�l i� r
11Iffi CI IN III
4-7j"'
5,
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---------------
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02017 E-Z Treat 22

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Model 2200 4-Pod / 4-Tank with Duplex Timed Dose Re -circulation Pumps
Mt
ueerxr'
awn�v. nwK � A
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r�—
02017 E-Z Treat 23

Appendix 4 High Strength Waste Case Study
Below are the test results of E-Z Treat Re -Circulating Synthetic Filter system in a high strength
waste application. This was a repair of a failed High Strength Aerobic Treatment Unit at a
restaurant. The effluent from the ATU plugged the drip field and the tubing had to be replaced.
The health department required the effluent to achieve residential strength quality before
dispersal to the subsurface drip tubing. The solution was to install two Model 1200 pods. The
state required monthly testing the first six months and annual testing thereafter. The average
daily flow is 1,500 GPD. The system has been operation since 2009 and the media has not
been replaced or cleaned.
Table 6 BOD Loading
Daily flow +
1,500
j Influent 130D loading I
1900 mgll
!f Influent BOD mass load I
24 lbs1day
BOD mass load per pod I
12 Ibslday
Table 7 Commercial Test Results (sample restaurant)
17I9OW 11!
2100
25
98.8
7119 009 j
2050
50
97.6
8/13/2009 jl
2080
27
98.7
9/17/2009 11
2030
21
99.0
10/27/2009 j I
2050
58
97.2
11119►2009 1;
2050
32
98.4
12/17/2009 '
1050
14 1
98.7
AVG
1916
32
S18%
Influent sample location: First septic tank outlet
Effluent sample location: E-Z Treatoutfall
Note: System repairs completed by 7/9/2009
Call: 703.753.4770 or visit: eztreat.net
2670
33
98.8
3640
32
99.1
2550
39
98.5
1670
32
98.1
1100
75
93.2
4080
58
98.6
385
58
1 84.9
2299
47
1 96%
@2027 E-Z Treat 24

wS
Pump discharge tank BEFORE the repair of
a High Strength Aerobic Treatment Unit at
a restaurant metered forward flow average
of 1,500 GPD.
Sample pulled from the
discharge side of the
High Strength Aerobic
Treatment Unit.
Pump discharge tank AFTER the repair of a
High Strength Aerobic Treatment Unit using
two Model 1200 pods metered forward flow
average of 1,500 GPD.
Sample of treated
effluent pulled from
the discharge side of
the Model 1200 pods.
Call 703.753.4770 or visit. eztreat.net 0201,7 E-z Treat 25

EZ qYrREAlr
PO Box 176
Haymarket, Virginia 20168
T 703.753.4770
F 571.248.8837
extreat.net
02017 E-Z Treat 2-2017

EnZ4�PTREAT
Re -Circulating Synthetic Filter
UV
Installation and
Maintenance
Guide
Note: Installation Only
Maintenance is in O&M Section
Models bearing the NSF mark are cert1fled Class
to one or more of thefollowing standards:
NSF/ANSI 40
NSF/ANSI 245
NSF/ANS[3S0
®2017 E-Z Treat 2-2017

TABLE OF CONTENTS
1.0 UV Light System Installation
2.0 UV Light System Maintenance
Appendix 1: E-Z Treat UV System Configurations
Appendix 2: NSF Test Data

2.0 UV Light System Installation
The E-Z Set UV system is shipped as three components, the UV housing, the UV lamps and the
UV lamp control panel
The PVC inlet and outlet on the dual bulb
UV housing are reversible, allowing flow in
either direction. The inlet of the single bulb
configuration is the 4" hub and the outlet is
the 2" hub. The inlet and outlet will accept
any Schedule 40 or Schedule 80 PVC pipe
or locally approved water tight pipe con-
nection. The housing must be installed so
the UV lamps are in the vertical position.
2. UV lamp control panel can be installed
indoors or outdoors. The panel msut be
secured in a manner that is consistent with
local regulations. The UV lamp control
requires a dedicated 120 volt power source
that complies with local electrical codes.
Z Treat UV System
Call: 703.753.4770 or visit: eztreat.net
3. The UV lamps should be wiped clean in
accordance with the cleaning instructions
and inspected for cracks or chips prior to
installing the lamps into the UV housing.
4.Once the inlet and outlet connections to
the UV housing are complete, insert the
UV lamp assemblies into the UV housing.
Caution: UV lamp housing connections
should be hand -tightened. DO NOT use
wrenches, pliers, or other tools to tighten.
5. Fill UV housing with water/effluent before
applying power to the UV lamps.
6. Turn power "ON" to the UV system.
Table 1
NSF Testing Performance Summary
BOD3
22 mg/1
TSS
2 mg/l
DO
3.3 mgll
Turbidity
2 NTU
E. coil
2 MPNl100ml
pH
6A -7.5
Total Nitrogen Reduction
64%
*with options! UV disinfection
®20I7 E-Z Treat

C
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Appendix 1 E-Z Treat UV System Configurations
4 VR 2'
OUTLET
4" OUTLET,,�
NONCORROSIVE
REFLECTIVE i PROTECTIVE
SLEEVE--
8�
UV LAMP,
1
U V LAM
INLET
LAMP
INLET
\ -UV LAMP
Call: 703.753.4770 or visit: ettreat.net
IC WELL CAP
4" RISER PIPE
TO GRADE
Model 101
Single Lamp
Model 102
Dual Lamp
Model 404
Two Dual Lamps in Series
@2017 E-Z Treat

Appendix 2 NSF Test Data
Table x
NSF Testing Pathogen Performance Testing
u
100113
I 980,000
< 1.1
e
101013
687,000
< 1.0
10/25113
1,610,000
< 1.1
10/28/13
5,840,000
< 1.1
10130M3
1,720,000
< 1.0
1111/13
816,000
< 1.0
1114113
i 435,000
< 1.0
C
1116113
I 816,000
< 1.0
11AV13
921,000
< 1.0
C
11/11113
816,000
< 1.1
11/13113
770,000
< 1.0
11/15/13
1 579,000
< 1.0
N
11/18/13
1,990,000
3.1
11/20/13
1 1,050,000
1.0
11/22/13
1,550,000
1.0
fl}
11/25113
770,000
< 1.1
�;
11/28/13
411,000
< 1.0
7
11/27/13
613,000
< 1.0
12013
461,000
< 1.0
121*13
i 1,300,000
< 1.0
+�
12/11/13
; 411,000
< 1.0
i
12/13113
1 517,000
< 1.0
a
121161D
687,000
< 1.1
(p
12/18/13
387,000
< 1.0
12/20/13
548,000
1.0
12/23/13
579,000
< 1.0
12/27/13
! 517,000
< 1.0
12/30/13
387,000
< 1.0
111114
260,000
< 1.0
113114
1,200,000
< 1.0
116/14
127,000
< 1.0
118114
387,000
< 1.0
1/10/14
156,000
< 1.0
1113/14
345,000
1.0
1115114
! 210.000
2.0
1117/14
102,000
< 1.0
1/20114
i 62,700
< 1.0
1122114
158,000
< 1.0
1/24114
81,600
< 1.0
1127/14
! 161,000
< 1.0
1129114
326,000
< 1.0
1131114
866,000
< 1.0
213114
4,880,000
215114
461,000
4.1
2110114
397,000 !
< 1.0
2112114
461,000
< 1.0
2114114
! 411,000
< 1.0
Table 3
NSF Testing Pathogen Performance Summary
L
I
edian 517,000 1 fi
in � fi2,700 1,0
au 5,840,000 4.1
Avg 834,474 ! 1.0
5td Dev ; 1,066,222 1.0
Call: 703.753.4770 or visit. eztreat.net 02027 a-z Treat

E-Z TREAT
PO Box 176
Haymarket, Virginia 20168
T 703.753.4770
F 571.248.8837
eztreat.net
02017 E-Z Treat 2-2017

Recirculation Pump
STA-RITE" STEP Plus Series
4" high -head multi -stage submersible effluent pumps
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.
The 10, 20,30 and 50 GPM are industry
standard 3-3/4" in diameter.
Filtered Effluent... fir resideriliat,
commercial, and agricullural use
Shell — Stainless steel
Discharge —
10, 20 and 30 GPM models:
fiberglass -reinforced thermoplastic,-
50 GPM models: stainless steel
Discharge Bearing — Nylatron'
Impellers — Engineered composite
Diffusers — Engineered composite
Suction Caps — Engineered composite with
stainless steel
wear ring
Thrust Pads — Proprietary spec.
Shaft and coupling — Stainless steel 300
grade
Intake— Engineered composite
Intake Screen — Polypropylene
Jacketed Cord — 600 Volt "SOOW"
or 300 Volt "SJOW" jacketed 10' leads
(2-wire with ground); optional 20', 30'. 50'
and 100' lengths available
In order to provide the best products possibCe, specifications are subject to change.
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.
Shetl— 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.
0 PENTAIR
511411 WS

Recirculation Pump
STA-RITE® STE,P Plus Series
4" high -head multi -stage submersible effluent pumps
ORDERING O-
CATALOG
NUMBER
HP
STAGES
MAX.LGAD
AMPS
VOLTS
PHASE/
CYCLES
CORD
LENGTH
STEP10
1/2
7
12.0
115
1/60
10'
STEP10X10OFT-05121
1/2
7
12.0
115
1/60
100'
STEP10X30FT
1/2
7
12.0
115
1/60
30'
STEPlOX50FT
1/2
7
12.0
115
1/60
50'
STEP20
1/2
5
12.0
115
1/60
10'
STEP20X100FT-05121
1/2
5
12.0
115
1/60
100'
STEP20X30FT
1/2
5
12.0
115
1/60
30'
STEP20X50FT
1/2
5
12.0
115
1/60
50'
STEP30-05121
1/2
3
9.5
115
1/60
10'
STEP30X100FT-05121
1/2
3
12.0
115
1/60
100'
STEP30X30FT 05121
1/2
3
12.0
115
1/60
30'
STEP30X50FT-05121
1/2
3
12.0
115
1/60
50'
STEP30X100FT-05221
1/2
3
4.7
230
1/60
100'
STEP30X30FT-05221
1/2
3
4.7
230
1/60
30'
STEP30X50FT--05221
1/2
3
4.7
230
1/60
50'
STEP30-10221
1
5
9.1
230
1/60
10'
STEP30X100FT-10221
1
5
9.1
230
1/60
100'
STEP30X30FT-10221
1
5
9.1
230
1/60
30'
STEP30X50FT-10221
1
5
9.1
230
1/60
50'
STEP30-15221
1-1/2
6
11.0
230
1/60
10'
STEP30X100FT-15221
1-1/2
6
11.0
230
1/60
100'
STEP30X30FT-15221
1-1/2
6
11.0
230
1/60
30'
STEP30X50FT-15221
1-1/2
6
11.0
230
1/60
50'
STEP50-10221
1
3
9.1
230
1/60
10'
STEP50X100FT-10221
1
3
9.1
230
1/60
100'
STEP50X30FT-10221
1
3
9.1
230
1/60
30'
STEP50X50FT-10221
1
3
9.1
230
1/60
50'
STEP50-15221
1-1/2
4
11.0
230
1/60
10'
STEP50X100FT-15221
1-1/2
4
11.0
230
1/60 1
100'
STEPSOX30FT 15221
1-1/2
4
11.0
230
1/60
30'
STEP5DX50FT-15221
1-1/2
4
11.0
230
1/60
50'
NOTE: Cord Length shall be determined by site condition
511411 W5

Recirculation Pump
STA RITE ST. E. P PLus Series provided
Please see pump curve
� by E-Z Treat
4" high -head multi -stage submersible effluent pumps
300
250
F 200
50
CAPACITY GALLONS PER MINUTE CAPACITY GALLONS PER MINUTE
PUMP PERFORMANCE - 30 ■�IUMP PERFORMANCE1 GPq —A
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0 25 50 75 100 125 150 175 0 50 100 150 200 250
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3 S11411WS

Recirculation Pump
STA-RITE" STE,P Plus Series
4" high -head multi -stage submersible effluent pumps
OUTLINE 1 f
14/4" NPT
DISCHARGE
2' NPT DISCHARGE
(50 GPMI ONLY)
1
0
U
JaCketed Cord
10,
(Standard)
301, W, 100,
(OPH-0
10GPM,112HP=13'
20 GPM,112 HP =13-IM"
30 GPM,1@ HP=11.1/2'
30 GPM,1 HP =14'
30 GPM,1-1/2 HP a 15-1/4"
50 GPM,1 HP-13-1/4"
50 GPM,1-1/2 HP w 15-1/4'
3.7/8'
10 GPM,112 HP = 21-112'
20 GPM,1/2 HP = 22-1/4"
30 GPM,1/2 HP = 22-1W
30 GPM,1 HP = 27-112'
30 GPM.1412 HP = 30.114'
50 GPM,1 HP = 2"4'
60 GPM, I4J2 HP = 30-1/4'
Dimensions (in inches) are for estimating purposes only.
10 PENTAI R 293 WRIGHT STREET, DELAVAN, WI53115 WWW.STA-R1TE,C0M PH:988-782-7483 ORDERS FAX:800-42d-944G
Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice.
511411 W5 (09/10/141

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20PSI @ Spray Manifold or 46 Ft Head
@20 PSI Flow Per Spray Nozzle 1.7 GPM
S Nozzles Per Mod.#600
Total Flow Required 13.6 GPM
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STA-RITE® ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
k"
The STEP Plus C submersible filtered
effluent pumps in 10, 20,30 and 50 GPM
models offer dependable performance
and value for high pressure filtered
effluent apptications.
These STEP Plus pumpswitl handle
-dry run- conditions.
The 10E30 and 50 GPM are industry
standard 3-314- in diameter.
Filtered Effluent... 1::: 'P-_-srr
commercial, and agri_ ji!.,ra! II_t
Shell - Stainless steel
Discharge-
10, 20 and 30 GPM models:
fiberglass -reinforced thermopumsuc;
50 GPM models: sta:ritess steel
Discharge Bearing - Npatron'
Impeders- Engineered composite
Diffusers- Engineered composite
Suction Caps- Engineered composite with
staintess steel
wear ring
Thrust Pads- Propnetary spec
Shaft and coupling- Stainless steel300
grade
Intake - Engineerea composite
Intake Screen - Polypropylene
Jacketed Cord - 600 Volt -500WN
r30OVolt-SjON' jacketed 10' leads
12-Hire with ground), optional20', 30', 50'
and 100' lengths avaitabte
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 -lough, fiaerglass-
reinforced thermoplastic, with proven
internal checkvatve. Large wrench ftats anc
rope hole.
Shell - Stainless szeec pump shelf offers
high corrosion resistance.
Shaft- Hexagonal3W. 3D0-grade stainless
steet pump shaft; offers generous impeder
-1rlre surfaces.
Shaft Bearing - FKchisive seJ-
lubricating hiylatron bearing resists wear
surface from sand.
Motor Bracket - Tesieo-tough, fibergaiss-
reinforced thermoplastic; incorporates an
integral suction screen

STA-RITE ST.E.P Plus Series
4" high -head mutti-stage submersible effluent pumps
CATALOG
NUMBER
HP
STAGES
I MAX. LOAD
AMPS
VDITS
PHASEI
CYCLES
CORD
LENGTH
STEPIO
1/2
7
12.0
its
1160
10'
STEPIOXIDUFT-05121
1/2
7
12.0
115
1161)
10D,
STEP10X307
1/2
7
12.0
115
1160
30'
STEP10X50FT
112
1 7
1 12.0
115
1160
50'
STEP20
1 1/2
1 5
1 12i1
I 115
I llsn
I 1n
0X100FT-05121
1/2
5
12.0
115
1/60
100'
M30FT
E
1/2
5
12.0
115
1160
30'
01C5flFT
1/2
5
12.0
1 115
1160
50'
Sitrsu-MIZI
111
3
9.0
115
1160
10"
STEP301(100FT--05121
1/2
3
12.0
115
1160
1OD'
STEP30X30FT--05121
1/2
3
12.0
115
1160
30'
STEP30XEDFT 05121
1/2
3
12.0
115
1/69
50'
STEP311-05221
1/2
3
4.7
230
1/60
10'
STEP30XIUOFT--05221
112
3
4.7
230
1/60
100'
STEP30X30FT-05221
1/2
3
4.7
230
1/60
30'
STEP33X50FT-05221
1/2
3
4.7
239
1160
50'
STEP30-10221
1
5
9.1
23C
1160
10'
STEP30X14DFi-10221
1
5
9.1
230
1/6D
10D'
STEP3@X30FT-10221
1
5
9.1
230
1/60
30'
STEP30X50FT-10221
1
5
9.1
230
1160
50'
STEP30-15221
1-1/2
6
11.D
230
1/60
10'
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1-1/2
6
11.0
233
1160
100'
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1-1/2
6
11.0
230
1/60
30'
STEP30X50FT--15221
1-1/2
6
11.0
230
116D
50'
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1
3
9.1
230
1/60
10'
STEP50XICOFT-10221
1
3
9.1
236
1/60
100'
STEPSMODFT-10221
1
3
9.1
230
1160
30'
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1
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50'
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1-1/2
4
11.0
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1-1/2
4
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233
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100'
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4
11.0
23D
1160
33'
STEP5OX50FT-15221
1-1/2
4
11.0
233
1/60
50"

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Alan & Anne Campbell
501 Lost Way
Conversion to E-Z Treat System
Operation and Maintenance Procedures
A'069
���fltliottteoee
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Operation and Maintenance Procedures shall be as contained in the following
Approvals:
Innovative Wastewater System No.: IWWS-2015-03-R2

Operation and Maintenance Plan
System Background
The wastewater treatment and disposal system is designed to treat the generated domestic
wastewater from a resident dwelling. The system will consist of one (1) septic tank with effluent
filter, one (1) Model 600 E-Z Treat recirculating media filter (treatment unit), one (1) E-Z Treat
recirculation tank, one (1) field dosing / storage tank, an ultraviolet disinfection unit, initial and
repair irrigation fields, and all the necessary appurtenances. The septic tank will receive the
wastewater by gravity flow as it leaves the home. Once the wastewater fills the septic tank, it will
exit the septic tank by gravity through an effluent filter. The wastewater then enters the E-Z Treat
recirculation tank where it is pumped through the E-Z Treat treatment unit. The E-Z Treat
treatment unit removes additional BOD that were not removed in the septic tank and effluent filter.
The wastewater then flows by gravity into the E-Z Treat recirculation tank or is diverted to the
field dosing/storage tank by means of an effluent bypass valve. Wastewater flowing into the field
dosing/storage tank is treated by an ultraviolet disinfection unit prior to entering the tank. Each of
these treatment units are described in additional detail below.
Septic, E-Z Treat Recirculation and Field Dosing / Storage Tanks:
The proposed wastewater treatment system will provide both anaerobic treatment for BOD,
nutrient and solids removal in the septic tank. This tank will be provided as specified on the
construction drawings, or approved equal by Engineer. The tank shall be previously approved by
the On -Site Water Protection Section. This tank shall provide greater than 2 days of detention
time providing for adequate anaerobic treatment and solids removal from the wastewater. The
septic tank will contain a Polylok, Sirntech, or approved equal effluent filter to prevent solids from
reaching the E-Z Treat recirculation tank.
The E-Z Treat recirculation tank will be provided as specified on the construction drawings, or
approved equal by Engineer. Septic tank effluent will drain into the E-Z Treat recirculation tank.
Wastewater will be pumped from the E-Z recirculation tank onto the E-Z Treat treatment unit, and
the E-Z Treat treatment unit effluent will flow by gravity into the E-Z Treat recirculation tank or
the field dosing / storage tank. The field dosing/storage tank shall be provided as specified on the
construction drawings, or approved equal by Engineer. The effluent from the field dosing / storage
tank will be pumped to the drip irrigation fields.
The E-Z Treat recirculation and field storage/dosing tanks will be connected to audible and visible
high water alarms. These alarms will alert the operator when too much wastewater has
accumulated in the tanks so that he may turn on the pumps to empty the tank. If the property,
otherwise specified on the construction drawings, is served by a well system, water will not be
used during a power failure. A standby generator shall be provided if stated in the permit
statements.
Pumps:
There are two pumps within the wastewater treatment system. One (1) E-Z Treat treatment unit
recirculation pump will be a Sta-Rite % hp pump (Catalog Number STEP 30) and one (1) field
dosing pump (existing). Both pumps will be connected to control panels. Pump efficiency shall
Alan & Anne Campbell
Conversion to E-Z Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

be monitored by recording the amperage supplied to the pump. A sudden decrease in efficiency
will indicate that the pump must be replaced. Pump replacement can be accomplished by
disconnecting pumps from the power supply and unscrewing them from the attached piping.
E-Z Treat Treatment Unit:
The Model 600 E-Z Treat treatment unit will be used to provide additional treatment to the septic
tank effluent as well as removing suspended solids not removed by the septic tank. The treatment
unit will be housed in the container provided by E-Z Treat. The E-Z Treat treatment unit will be
dosed by a Sta-Rite pump (Catalog Number STEP 30, 1/2hp) with a distribution system placed
above the styrene media which will discharge onto the media. The underdrain system will
transport the E-Z Treat treatment unit effluent back into the recirculation or field dosing / storage
tank.
Ultraviolet Disinfection Unit:
The ultraviolet disinfection unit will be used to treat the E-Z Treat treatment unit effluent before it
reaches the field dosing / storage tank. The ultraviolet disinfection unit shall be E-Z Treat (Model
E-Z UV 102) or approved equal by engineer.
Surface Spray a� System:
Spray irrigation system maintenance and operation shall be as originally permitted.
System Operation
The wastewater treatment system is designed to dose the E-Z Treat treatment unit every 14 minutes
to 20 minutes with 34 gallons of septic tank effluent. If less than 34 gallons of wastewater is
available, the low level signal will inactivate the pump. The control panel will activate the field
dosing pump and associated control valve to dose the drip field. Flow to the drip field is designed
for a maximum dose as shown on the construction drawings. The volume dosed is controlled by
the "run time" set on the dose run/rest interval timer for each zone. The pump will de -energize if
the low water level "pump off' float is activated. The flow meter installed in the hydraulic unit
will track the volume of wastewater irrigated.
If the high water level "alarm" float switch is activated, the system will energize the audible and
flashing alarm fixtures. Once energized, the flashing and audible alarm units may only reset
manually. If the alarm light begins flashing after being reset, it means that either there is a clog in
the system or the pump has failed. This may be corrected by simply pressing the reset button. If
this doesn't energize the pump, the wet well will have to be opened and the pump removed to
check for deficiencies or an object that may be clogging the system. If there are no obvious flaws
on the pump itself and no objects inside the pump tank, restore the pump and try resetting it again.
If the pump still does not work, contact the pump manufacturer.
Both the E-Z Treat treatment unit and drip irrigation pump controls shall include, but not be limited
to an "auto/manual" system control switch, stop/start switch, non-resetable elapsed time recorder
for each pump, and individual pump run lights. Both pump control panels shall contain NEMA
Alan & Anne Campbell
Conversion to E-Z Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

4X enclosures. All supporting control units, if not housed within the pump control panels, shall
be in a separate NEMA 4X enclosure.
No heavy traffic shall be driven over the treatment units or drip fields at any time. This access is
restricted in order to protect the health and safety of people. It is important that the drip area in
non -wooded or compacted areas be seeded with grasses or trees to establish vegetation. The
vegetation will absorb any nutrients remaining in the treated wastewater, and the treated
wastewater will promote the growth of the vegetation. The vegetation will absorb any nutrients
remaining in the treated wastewater, and the treated wastewater will promote the growth of the
vegetation. The vegetation will need to be maintained so that it does not interfere with the
performance of the drip irrigation system.
System Maintenance
To ensure a smooth operating system, regular maintenance shall be performed on each treatment
unit. The maintenance for each unit is detailed on the plans and is displayed in the following table.
Further system maintenance information shall refer to the manufacturer's literatures.
Alan & Anne Campbell
Conversion to E-2 Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

Operation and Maintenance Tasks
Unit
Frequency
Task
3 — 6 months
Check for solids accumulation, blockages, or baffle
Septic Tank: damage
damages, in/exfiltration, pump septage.
Septic Tank: solids and
12 months
Pump out accumulated solids if necessary, remove scum
scum
I layer.
Effluent Filter: Testing
3 — 6 months
Check and clean as needed.
Effluent Filter:
12 months
Replace each time septic tank is pumped.
Replacement
E-Z Treat Treatment
monthly
Inspect control/alarm panel, recirculation tank, and E-Z Treat
Unit
treatment unit (filter pod).
weekly
Wipe (clean) UV lamp, check intensity and replace lamp
Ultraviolet Disinfection
when required.
Pump Tanks:
weekly
Check pumps, controls, alarms, elapsed time meters.
Pumps and Controls
Pump Tanks:
3 — 6 months
Check for solids accumulation, or infiltration and
Solids and Potential
exfiltration.
Leaks
Pump Tanks:
12 months
Remove scum layer when septic tank is pumped.
Scum Accumulation
Pumps, Distribution
monthly
Check flow meter readout and compare to recorded flows,
Piping, and Alarm
check pumps for leaks.
System
Pumps, Distribution
quarterly
Remove filter covers and inspect for accumulation of debris.
Piping, and Alarm
System
Pumps, Distribution
semiannually
Remove and lubricate O-Rings on filter canister, replace if
Piping, and Alarm
damaged. Clean filter discs at hydraulic tubing feed.
System
annually
Remove filter disc cartridge and replace, clean cartridge and
store for next annual replacement. Dig along side dripper
Pumps, Distribution
line and remove small section with emitter, repair with
Piping, and Alarm
"RAM" couplings and new tubing, inspect removed tubing
System
for excess slime or buildup. Flush dripper lines with
chemical solution as needed. Check and or replace batteries
in flow meter.
Control Panel and
6-12
Check amp readout and compare to manufacturers
Pump Efficiency
months
instructions.
*Tanks should not be pumped during wet conditions.
Alan & Anne Campbell
Conversion to E-Z Treat System
MacConnell & Associates, P.C. Project No.: A88201.00

E-Z �TREAT
Re -Circulating Synthetic Filter
Operation
and Maintenance
Manual
HSF
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANSI245
NSF/AN5f350
02017 E-Z Treat 2-2017

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TABLE OF CONTENTS
1.0 General Instructions
2.0 Basic Operation and Maintenance Requirements
2.1 Septic Tank
2.2 Re -Circulation Tank
2.3 Control Panel/Pumps/Alarms
2.4 E-Z Treat Re -circulating Synthetic Filter
2.5 Cleaning the Filter Media
2.6 Replacement of Media Mattress
3.0 Attention System Owner and Users
1
2
2
3
3
4
5
6
7

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1.0 General Instructions
E-Z Treat Company requires regular life time inspection and lifetime maintenance of the E-Z Treat
Re -circulating Synthetic Filter, as a condition of purchase and ongoing operational compliance.
The inspection and maintenance interval should be no less than annually. For NSF listed systems
or per applicable state regulatory requirements, the inspection and service interval shall be a
minimum of every 6 months for the first two years and at a frequency per state regulations there-
after. The mandatory service contract will include a performance based system inspection. The
service provider must be trained and certified by E-Z Treat Company or authorized representative.
All inspection and maintenance reports
must be forwarded, along with any
additional documentation, to E-Z Treat
Company, the local authorized E-Z Treat
Dealer, and all required or designated
regulatory agencies.
This manual contains a list of the
routine maintenance procedures that
are required by E-Z Treat Company.
Failure to perform the required system
maintenance could reduce the desired
performance of the system and will
void the warranty on the E-Z Treat
Re -circulating Synthetic Filter system.
The E-Z Treat Re -circulating Synthetic Filter system should be inspected by an
authorized service provider at start-up and for all inspections thereafter.
E-Z Treat Re -Circulating Synthetic Filter Pods
Model 600
Model 1200
Pods can be configured in multiples for higher flow systems.
Call: 703.753.4770 or visit: eztreat.net
@2017 E-Z Treat

n
2.0 Basic Operation and Maintenance Requirements
2.1 Septic Tank
The septic and re -circulation tank shall be
inspected annually to ensure they are oper-
ating properly. Remove the access covers
over the tank openings to perform the
inspection.
1. Verify the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes or cracks. The system
must remain watertight to perform properly.
2. Remove, clean and replace the outlet
effluent filter in accordance with the
instructions provided by the effluent filter
manufacturer.
3. Inspect the liquid level in the septic tank,
it should be level with the bottom of the
outlet pipe.
4. Inspect the effluent and scum layers in
the septic tank. Look for oil or any other
contaminants that are not normal.
5. Verify the tank has received its scheduled
pumping and cleaning. Checkthe solids
layer in each of the tanks. If the solids layer
is excessive have the tank pumped.
Call: 703.753.4770 or visit: eztreat.net
2.2 Re -Circulation Tank
The re -circulation tank shall be inspected
annually to ensure it is operating properly.
Remove the access covers over the tank
openings to perform the inspection.
Verify that the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes or cracks, the system
must remain watertight to perform properly.
1. Inspect the liquid level in the re -circulation
tank, It should be level with the bottom of
the outlet pipe.
At initial system start-up, remove the end
caps from the spray manifold. Operate the
re -circulation pump by turning the pump
control to the "HAND -ON" position. Let
the pump run for one minute then turn the
pump control to the "OFF" position repeat
this procedure three times to flush any
construction debris such as dirt or pipe
shavings from the spray manifold. Replace
the end caps hand tight --do not use
wrenches or pliers. Re -set the pump con-
trol selector switch to the "AUTO" position.
3. Inspect the float by-pass valve. Manually
start the re -circulation pump and observe
the float ball valve, the ball should drop as
the liquid in the re -circulation tank drops the
effluent returning from the E-Z Treat pod
should flow back into the re -circulation tank
and should not flow out the discharge pipe.
4. Verify that all the re -circulation pump
floats are in good condition, properly
secured to the float bracket and are able to
move freely within the re -circulation tank.
5.Observe the system as it re -circulates.
Visually verify all flows through the system.
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2.3 Control Panel/Pumps/Alarms
1. Check the functions of the E-z Treat Re -circulating Synthetic Filter control panel.
Control: Main Control "ON/OFF" switch
Function: Turns power ON or OFF
Control: System Setting Switch "MANUAL ON" and "AUTO ON"
Function: "MANUAL ON" overrides all float switches and time clock switches
"AUTO ON" allows for normal operations dictated by the time clock and float switches.
Control: Timer "MINUTES ON" and "MINUTES OFF"
Function: Controls run time of re -circulation pump i.e. GIRD re -circulated through media.
Control: High and Low Water Alarm "ALARM ON", "ALARM AUTO" and "ALARM SILENCE"
Function: "ALARM ON" will manually turn on the audio/visual alarms.
"ALARM AUTO" is the normal operational setting and "ALARM SILENCE" turns off the alarms.
Check re -circulation pump. Place the system 3
in the manual mode by turning the recircula-
tion pump switch to "ON". The re -circulation
pump should begin to supply effluent to the
spray nozzles in the treatment pod.
Check the voltage and motor amp draw
and record the readings. If the readings
are beyond the limits of the NEC recom-
mendations, have an electrician check
the main service line feeding the system
control panel.
Light will bum Green to indicate
re -circulation Pump is OFF.
r �+:
Light will bum RED to -------- W W
indicate re -circulation Pump is ON,
Rotate dial to desired minutes ON.
Clock face screw will change the
clock face from a maximum time
of 1.5 units to a maximum of 30 units.
Always set the clock face to 30.
[)tnt7011 143CP
Rotate dial to desired minutes OFF
Call,, 703.753.4770 or visit: eztreat.net
Place the system in the normal operating
mode by turning the re -circulation pump
switch to "AUTO". Verify the timer
ON/OFF settings are the same as set at
system start-up. Record those tither
settings in the system log.
4. Verify the accuracy of the system ON/OFF
Timer. To accomplish this use a stop
watch and verify the length of time the
re -circulation pump is OFF then verify the
time the re -circulation pump is ON, those
times should match the ON/OFF Timer
settings in the control panel.
Window will display OFF "Sec", "Min" or "Hf.
Rotate OFF screw until
"Min" appears in window.
OFF screw displays
seconds, minutes or hours.
Window will display ON
"Sec", `Min' or "Hr',
Rotate ON screw until
"Min" appears in window.
ON screw displays seconds, minutes or hours.
02017 E-Z Treat

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Confirm the operation of the visual and
audible "HIGH" and "LOW" water alarms.
The control has an alarm switch clearly
marked Alarm "ON", Alarm "AUTO" and
Alarm "SILENCE" Place the alarm switch in
the "ON" position, you will hear a loud
buzzer and see a red flashing light. Move
the switch to the Alarm" SILENCE" position
the red light and buzzer will go dormant.
6.Once the alarms have been triggered
return all settings to their original position
of Alarm "AUTO" (If applicable, verify the
operation of the telemetry unit by checking
the alarm notations on the website.)
2.4 E-Z Treat Re -circulating Synthetic Filter
7. Verify the floats are operational by manually
raising and lowering the floats to simulate
the systems normal operation. Verify proper
operation of "High Level Float" by lifting
the float while the system T is in the "OFF"
time mode, the re -circulation pump should
turn on over riding the "OFF" timer, the
Visual and Audible alarms should activate.
Return the float to its normal position the
re -circulation pump will turn off. Reset the
alarms and manually lower the "Low Water
Float" with the timer in the "ON' mode, the
re -circulation pump will turn off and the
visual/audible alarms will activate. Return
the float to the normal position and the
re -circulation pump will run. Reset the
alarms.
8. Properly re -install and secure all tank
accesses!
The E-Z Treat Re -circulating Synthetic Filter should be inspected to ensure it is operating
properly. Remove the pod cover to perform this inspection. Each E-Z Treat system should be
installed with a sample box located on the final discharge side of the treatment system, this
sample box is ideal for grab samples. If the installer failed to install a sample box grab samples
can be taken from the pump discharge tank. Many state regulations include instructions for
taking grab samples those rules and procedures supersede E-Z Treat.
1. Take a grab sample of the effluent check for:
a. Odor, the effluent may have an earthy
or musty smell there should be no
strong or offensive odors present.
b. Color, the effluent should be clear and
absent of any color.
c. Solids, there should be no visible
suspended solids
d. Solids, let sample set for 15 minutes,
there should be no visible settling of
solids.
e. Test the pH, it should measure 6.9 to 7.5
If there is odor, color or solids clean the media.
If the pH is below 6.9 reduce the re -circulation
rate by increasing to "OFF" time on the Time
Clock Control. Recheck the pH in 90 days.
Call: 703.753.4770 or visit: eztreat.net
2.Observe the spray distribution nozzles
during operation. If a nozzle appears to
be clogged or if the spray pattern is not
uniform, remove the nozzle and clean the
nozzle using a pipe stem cleaning brush.
3. Record the pressure reading on the dis-
tribution manifold gauge. Compare that
pressure to the pressure recorded at the
previous inspection. The pressure should
read 18 to 23 PSI.
a. Verify the pressure gauge on the spray
distribution manifold is performing
properly.
b. Verify the flow rate at the spray nozzles
(it should be 1.75 to 2 GPM).
c. Verify the re -circulation pump is the
same make and model pump that was
specified for the original installation.
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d. Verify the re -circulation pump is per-
forming in accordance to the pump
manufacturers' specifications including
amp draw and flows at specific pressures.
e. If the pressure is above the prior record-
ing or above the start up setting, open
the ends of the distribution manifold lines,
manually start the re -circulation pump and
allow it to run for 5 minutes. This should
flush out the spray distribution lines. If the
pressure remains too high, after cleaning
the spray nozzles and flushing the spray
distribution lines, adjust the pressure to
the desired PSI using the ball valve on
the main spray distribution supply line.
4. Verify the treatment pod is properly draining
by looking down the pod side wall vents,
there should be no standing water, the
bottom of the pod should be visible.
5. Visually inspect the surface of the treatment
media for:
a. Holes, tears, loose seams
b. Foreign material
c. Black color on media (media should have
light brown tint)
d. Excessive bio mat growth
e. Ponding
f. Clumping of the media.
f. If the pressure/flow is too low check for
cracks, breaks or obstructions in the Note: If any of these conditions exist the
main distribution supply line. media needs to be cleaned.
2.5 Cleaning the Filter Media
Depending upon influent strength and influent volumes, excessive biological growth can
accumulate inside and on the surface of the media filter after 7 to 30 years of use.
Cleaning of the media is a very simple and easy 10-step process:
Step 1: Turnoff power to any discharge pump.
Step 2: Remove the treatment pod cover and remove the spray distribution manifold.
Step 3: Connect wash down hose to the main spray distribution supply line.
Step 4: Manually turn on the re -circulation pump.
Step 5: Pressure wash the surface of the media mattress, the wash water will drain into the
re -circulation tank and will be re -used as wash water.
Step 6: Roll the media mattress and wash the sides and bottom of the media mattress.
Step 7: After the media is completely cleaned properly place the media mattress in the
treatment pod.
Step 8: Re -Install the spray distribution manifold.
Step 9: Pump out and clean the re -circulation tank removing all the wash down water.
Pump out the septic tank.
Step 10: Turn on power to discharge system and return the treatment system
from "Manual" mode to "Automatic" mode.
Call: 703.753.4770 or visit: eztreat.net
*2017 E-Z Treat

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2.6 Replacement of Media Mattress
If the filter media is exposed to excessive concentrations of petroleum products, paints, glues,
waxes etc. it will become necessary to replace the media. The replacement process it is a very
fast and simple. Removing the media mattress should be performed by service agents that are
trained and certified by E-Z Treat Company.
Step 1: Turn off power to re -circulation pump, discharge pump and controls.
Step 2: Pump the septic tank and re -circulation tank to assure continued service by residence
during the replacement.
Step 3: Remove the spray distribution manifold.
Step 4: Lift the media mattress out of the filter pod.
Step 5: Place the mattress into the fiberglass transport container provided by E-Z Treat
Company. The container is easily hauled in a pickup truck or on a fight duty trailer.
Step 6: Install new filter media and replace distribution manifold.
Step 7: Reset all system control settings to "AUTO" and turn the main power switch to the
"ON" position.
Once the mattress is returned to E-Z Treat Company, the styrene material will be sent to the
nearest recycling facility for processing. Alternatively, the service provider can transport
the mattress to the nearest styrene recycling facility for processing.
Call: 703.753.4770 or visit: extreat.net
@2027 E-Z Treat

3.0 Attention System Owner and Users
CAUTION
Do Not open or enter any system components for any reason.
If a problem exists or you have questions about your system,
ti
call your authorized service provider.
Once the E-Z Treat Re -circulating Synthetic Filter system is installed, a post -construction
conference is recommended. This is an opportunity to familiarize the owner with the system, No
attempt should be made to adjust any component of this system except by a Certified Operator.
13 The E-Z Treat Re -circulating Synthetic Filter system allows the homeowner to receive a
tD high quality, reliable and economical wastewater system that protects the environment. As
IV with any onsite wastewater treatment system, the homeowner should be familiar with basic
guidelines which help the system achieve repetitive, reliable performance. Please do not
Ohesitate to contact your certified operator or E-Z Treat Company with any questions,
concerns or comments about your E-Z Treat Re -circulating Synthetic Filter system.
fl1
fl. Users of the System —Remember!
3 To assure proper performance of your E-Z Treat Re -circulating Synthetic Filter, you should
avoid disposing of the following products into your septic tank:
23
.
rt ■ Oil & Grease (kitchen waste)
O ■ Water Softener backwash
■ Wax & resins
Petroleum Products
Paint & Paint Solvents
Pesticides
3 ■ Condoms & sanitary napkins
■ Toxic substances (Liquid Plumber, Drano, etc.)
■ Non -Biodegradable products (cigarette butts, antibacterial wipes, etc.)
CD a Any kind of septic tank additive (Rid-X, etc.)
Owners of the System —Remember!
■ Keep heavy loads and traffic off of your onsite system components and drainfield.
• Never drive cars or trucks within 10 feet of any system access lids.
Landscaping or future building projects should be planned with the drainfield and drainfield
repair area in mind.
Do not shovel or blow snow on top of your onsite wastewater system. This will temporarily
limit access to your system and could overload and damage the system.
Make sure drainage from the house or around the property is carried away from your
onsite system.
DO NOT OPEN OR ENTER ANY OF THE TREATMENT SYSTEM TANKS.
SEPTIC GASSES CAN BE TOXIC, CAUSING SERIOUS INJURY OR DEATH!
Call: 703.753.4770 or visit: eztreat.net ID2017 E-Z Treat

C-'Z *MWAT
PO Box 176
Haymarket, Virginia 20168
T 703.753.4770
i= 571.248.8837
eztreat.net
@2017 E-Z Treat 2-2017

E-Z Treat Company, Inc.
Residential Applications
2-Year Limited Warranty
PO Box 176
Haymarket, Virginia 20168
Preamble
E-Z Treat Company (herein referred to as "E-Z Treat) is known for
researching, designing, and producing innovative products of high quality
for the onsite wastewater industry. We are proud to stand behind our E-Z
Treat Sand/Media Filter.
For the purpose of this warranty, "Service Provider" means the legal
Certified Operator of the system. This Service Provider shall be currently
listed on State and Local records as meeting any applicable requirements
required by law and/or Rule. Also, for purposes of this document,
"Installer" means the person or company that has installed the system, and
"Owner" means the person that has purchased the system or purchased the
property serviced by the system.
2. Nature of Warranty
E-Z Treat warrants to the Owner that the E-Z Treat Sand/Media Filter
will function within prescribed limits for a period of two years from the
date of purchase.
E-Z Treat also warrants certian components of the system against
materials, workmanship and manufacturing defects for a period of two (2)
years from the date of installation.
This warranty is in addition to the legal warranties and Owner's rights in
accordance to applicable law.
The conventional warranty of E-Z Treat is expressly limited to the text in
this certificate. Owner is responsible for reasonable care and
communication with the Certified Operator.
3. Obtaining Warranty Service
To make a claim on this warranty, the Owner should put the request in
writing and mail or deliver to an authorized E-Z Treat Certified Operator.
The claim will be processed and sent to E-Z Treat headquarters.
Any claim must be received no later than two year from the date of
purchase of the E-Z Treat Sand/Media Filter.
On receipt of this claim, E-Z Treat or their authorized representative will examine the
situation at the site and take corrective action where the terms of the warranty apply.
4. Exclusions and Limitations
E-Z Treat Company Warranty only extends to replacement parts the labor
for installing those parts is not part of this warranty. Any electrical device
or electrical component is excluded from this warranty including
replacement parts and labor.
33

E-Z Treat is not liable for the dispersal portion of the onsite wastewater
system. This portion of the system is evaluated, designed and constructed
in accordance with local regulations and is wholly separate from the
performance of the E-Z Treat Sand/Media Filter.
The following conditions are also excluded from the E-Z Treat warranty:
• This warranty does not cover cosmetic damage or damage due to
acts of Nature, misuse, abuse, modification, incorrect design or
incorrect installation.
• The warranty is void if any modifications or repairs are made to
the system by anyone other than an E-Z Treat approved agent.
• Failure of the Owner to comply with the requirements set forth in
the Owner's Manual.
• The warranty is void if any system components are repaired or
replaced by parts not supplied or approved by E-Z Treat.
• This warranty is not applicable to systems not receiving domestic,
residential sewage.
• The warranty is void if it is found that the Owner has failed to
notify E-Z Treat of any change in the use of the property from its
original design.
5. Indemnities and Damages
E-Z Treat's liability and obligations under this warranty for corrective
measures or means of correction shall be limited to the replacement of the
E-Z Treat Sand/Media Filter Components.
6. Limitations of Damages
E-Z Treat is not liable for any damages sustained by the Owner. E-Z
Treat's compensation and indemnification obligations are limited to the
provisions of this warranty
7. Transfer of Ownership
In the event of transfer of ownership within two years of use, this warranty
shall transfer to the new Owner for the remainder of the period under the
following conditions:
a. The New Owner has a Certified Operator under contract.
b. An Inspection of the E-Z Treat Sand/Media shall be conducted prior to
transfer. Upon a satisfactory inspection, the Owner shall obtain a written
report from the Certified Operator
8. Inspection
The Owner shall allow the Certified Operator access to the property and
system components for purposes of necessary monitoring and service.
If the Owner submits a request of claim under this warranty and it is found
to be in error after inspection, a charge for direct expenses will be billed to
the customer to cover the cost of the inspection.
9. Priorities of the Warranty
This warranty supersedes any contract or understanding, verbal or written, entered
into between the Owner, Certified Operator, Installer, or Representative of E-Z Treat.
34

EnZ4_VTREAT
Re -Circulating Synthetic Filter
UV
Installation and
Maintenance
Guide
Note; Maintenance Only
Installation is in Equipment Section
OF
Models bearing the NSF mark are certified Class I
to one or more ofthe following standards;
NSFIANS140
NSF/ANS1245
NSF/ANS1350
®2017E-ZTreit 2-2017

TABLE OF CONTENTS
�ttght-�gsterrr+rrstaHattarr �
L 2.0 UV Light System Maintenance 2
Appendix £-Z- Treat 3
Appendix 2., •TvSF:Fest Data �
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2.0 UV Light System Maintenance
The UV lamps quartz tubes (housing the lamps) must be cleaned at a minimum frequency of
every 12 months.
Caution: Do not run UV lamps dry. Caution: Always turn ofthe power to the UV system
Fill UV housing with water/effluent before any maintenance is performed. Use extreme
M before turning on power. care when handling the fragile UV lamp assembly.
R
Step 2: Turn power "OFF" to the UV system!
Step 2: Unscrew the fitting holding the UV lamp and quartz sleeve.
G Step 3: Lift the UV lamp assembly upward until it is clear of the housing.
_C
Step 4: Using a clean, damp sponge or clean, soft cloth, wipe all residue from the quartz tube.
et Clean stubborn, dirty areas with a liquid glass cleaning product.
Caution: DO NOT scrape or use scouring pads.
W This may scratch the quartz tube and alter the performance of the UV system.
rt
3' Step 5: Visually inspect each quartz tube for cracks or breaks; replace any UV lamp assembly
that is cracked, scratched, or broken.
0
C Step 6: Re-insert the UV lamp assembly into the housing and tighten the fitting that holds
p. the UV lamp and quartz sleeve. Caution: (Hand -Tighten Only)
M DO NOT use wrenches, pliers, or other tools to tighten.
Step 7: Turn power "ON" to the UV system.
Call: 703.753.4770 or visit: eztreat.net @2017 E-Z Treat

E-'Z �&TREAT
PO Box 176
Haymarket, Virginia 20168
T 703.753.4770
F 571.248.8837
eztreat.net
02017 E-Z Treat 2-2017

Alan & Anne Campbell
501 Lost Way
Conversion to E-Z Treat System
Existing Information
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

SINGLE FAMILY SPRAY IRRIGATION
SYSTEM
FOR
J. ALAN and ANISE L. CA►MPBELL
ORANGE COUNTY
NORTH CAROLINA
PREPARED BY.
Diehl & Phillips, P.A.
2 19 East Chatham Street
Cary, NC 27511
919-457-0072
DECEMBER 2005

INDEX
11--G: gINGLE FAMILY SPRAY IRRIGATION SYSTEM 11-G-1 to 8
(Specifications)
Appendix -- Operations and Maintenance Procedures 11-G-9 to 10
Effluent filter data sheet page 1
PSA 240 Packaged Pump station information Pages 2 to 8
Eooflo Biofiiter information Pages 10 to 22
Jet Chlor Model 100 Page 23
Pump Calculations Pages 24 to 25
Spray Irrigation Pump information Pages 26 to 28
Pressure Filter information page 29
Rain Sensor information Page 30 to 31
Spray Irrigation Nozzle information Pages 32 to 33
Pump Tank Buoyancy Check Page 34
Septic Tank Buoyancy Check Pages 35 to 36

11 -G-1
The contractor shall furnish all labor, materials, tools, equipment to perform all work and services
necessary for or incidental to the furnishing and installation complete of the Single Family Spray
Irrigation Wastewater System and as specified in accordance with provisions of the contract
documents and completely coordinated with that of all ether trades.
The items covered under this specification include:
One 1,200 gallon septic tank with Zabel effluent filter
One 3,000-gallon pump tank
one simplex irrigation pump with control panel, station piping, pressure filter with
pressure switch, float switches, and valves
One Ecoflo peat biofilter pretreatment system with submersible collecting bottom
One Ecoflo PSA-240 packaged pump station to dose peat biofilter
One .let-Ofilor tablet chlorinator
Various force mains and gravity waste line
One spray field with four irrigation spray nozzles mounted on risers, with associated
piping and drain valves
Clearing, final grading„ clean-up, and landscaping
Although such work is not specifically shown or specified, an supplementary or miscellaneous
items. appurtenances and devices incidental to or necessary for sound, secure, complete and
compatible installation shall be furnished and installed as part of this work.
11
-WTJ - -
The contractor shall furnish materials, which meet or exceed the following detail specifications.
Prior to purchasing any equipment, the contractor shall furnish to the Engineer four sets of
manufacturers' submittal information for the Engineer's review and approval. The following items
require submitta'I to the Engineer:
Septic and Pump tanks
Ecoflo peat biofilter and PSA-240 packaged pump station
Irrigation pump and control panel
Pressure filter and pressure switch
Irrigation nozzles
Tablet chlorinator

11-G-2
I _ Scptin Tark-
Tank shall have a nominal capacity of 1,200 gallons. Joints shall be keyed and sealed
with a one -inch butyl rubber sealant rope. Joints shall be further sealed with hydraulic
cement. Tank shall have one 24" manway at the influent end and one at the effluent end.
The manways shall each have a pre -cast lid with corrosion resistant lifting handles. All
lids shall be adjusted to 6" above finished grade with pre -cast riser pieces. Each riser
shall be sealed to the tank using a mastic sealant rope and hydraulic cement.
The tank shall have DOH approval. Tank shall have a flexible sleeve that Alizes
stainless steel straps to secure the pipe to the tank in a watertight manner (for each pipe
penetration).
The septic tank shall have a baffle with openings at mid -depth of the tank.
A Zabel effluent fitter Model A-300 - 8 x 18 with tee handle, cartridge, and 4 inch PVC
support pipe shall be provided at the effluent pipe outlet.
tt FU• .B.
Tank shall have a nominal capacity of 3,000 gallons. Joints shall be keyed and sealed
with a one -inch butyl rubber sealant rope. Joints shall be further sealed with hydraulic
cement. Tank shall have one 24" manway at the influent end and one at the effluent end.
Manway at the influent end shall have a pre -cast lid with corrosion resistant lifting
handles_ The access at the pump end shall have a Zabel 24 inch diameter HDPE riser
and lid. All lids shall be adjusted to 6' above finished grade with pre -cast riser pieces.
Each riser shall be sealed to the tank Busing a mastic sealant rope and hydraulic cement_
The tank shall have the required DEH approval. Tank shall have a flexible sleeve that
utilizes stainless steel straps to secure the pipe to the tank in a watertight manner (for
each pipe penetration),
The pump tank shall be provided without a baffle,
3. Gray4 Waste I OM
Gravity piping from the house to the septic tank and with the treatment system shall be
Schedule 40 solvent weld pipe and fittings.
4. Force llilair3s;.
Contractor shall provide and install the force mains as shown on the plans. Pipe shall be
Schedule 40 PVC, solvent weld. Pipe fittings shall be Schedule 40, pressure rated solvent
weld type, thrust blocked with two cubic feet of Sakrete per fitting.

11-G-3
Provide and install one Ecoflo PSA 240 Pumping Station to fm the septic tank effluent to
the top of the peat biofilter. The pumping station shall be a pre -assembled unit with a
polyethylene tank, submersible effluent pump, float switches, and external pipe
connections. The piping inside the station shall be complete, and shall have a discharge
ball value for throttling the discharge flow to the proper dose rate for the biofilter. The
pump shall have a quick release coupling for pump removal. Pump shall be a 0.40 HP
effluent pump, rated for 20 gpm at 30 feet TDH. Pump shall be equivalent to Zoeller
Model 152.
The s Wkm shall be provided with a visual and audible alarm panel that is to be installed
on a treated wooden post next to-W—e pirmp station. The station shall also be provided
with a quick connect junction box that is prewired for the pump, alarm, and float switch
cables. The junction box shall be also be installed on the treated woad post next to the
pump station. The pump station shall require two 20 amp, 120 VAC circuits from the
distribution panel inside the house.
Provide and install one Ecoflo SOB-550 peat biofilter with Submersibles Collecting Bottom.
System shall include the manufacturer's recommended quantity of peat based filter media
in bags., clean and washed 1J inch aggregate, and the standard accessories, such as
tipping bucket, owner's documents, distribution plates, security panel, and lid.
rM -9 $Fl - 11 reN e. «
Tablet chlorinator shall be furnished and installed to provide a disinfecting means for the
treatment system. System shall be a Model 100, as manufactured by Jet Incorporated.
Unit shall bedesigned for buried installation, and shall have additional riser sections as
required to raise the mess lid to 3 inches above surrounding grade, Lid shall be
lockable. Unit shall be rated for flow rates up to 1,500 gpd, and shall have two removable?
PVC feed tubes,
1�1 r. «1 � rrr ..1• •1 • •
The simplex irrigation pump shall be a Zoeller Model 191, 2.0 HP, rated for 21 gallons per
minute of effluent at 118 feet TDH. Pump shall be installed as indicated on the plans.
Motor shall be rated for 230 V, 1 phase power supply service.
The control panel shall be powered by two circuits from the breaker panel in the house:
one 30 amp 230 VAC circuit (two pole breaker) for the pump power and one 20 amp 115
VAC circuit (one pole breaker) for the control and alarm power_ The controller panel shall
be as manufactured by American Manufacturing Co., Inc.., or approved equal, and shall
have the following features-

11-G-4
s
'NEMA 4X weathertight enclosure with lockable hasp on panel door
Breaker for pump
Circuit breaker for control power
Contactor for pump
H_p A switch for pump operations
Run Light for pump
Red alarm light for Clogged Pressure Filter
Flashing red light on top of panel
Audible alarm buzzer and silence switch
Alarm test switch
Four float switches (three narrow angle, one wide angle)
Repeat Cycle Timer for Pump Operation
Terminal switch for all external wiring connections
Surge arrestor for lightning protection
24 VAC transformer to power the rain sensor
Dry contacts for remote alarm sensing
For normal operation of the station, the water level must rise to a level that closes the
'Pump OfF' float switch and the Timer Enable" float switch. When both of these float
switches are closed, the repeat cycle timer relay will begin to time the 'Off' period. When
the "Off' period has timed out, the timer will begin the "On" period timing and cause the
pump to start The pump will operate until either the "On" period times out or the water
level falls sufficiently to open the "Pump Oft" float switch, whichever occurs first. If the
pump is strapped due to the expiration of the "On" period, the timer will then begin to time
another "Off period, repeating the process until the level is eventually lowered to the
"Pump Off" float switch level. The initial timer settings shall be 11 hours 36 minutes "Off"
and 24 minutes "On".
The pride angle float switch shall be used as the "Timer Override" float switch. If the water
level rises to the "Timer Override" float switch level, the pump shall start and run until the
"Timer Override" switch has fallen back to the closed position.
The high water alarm float switch shall cause the alarm light and buzzer to be activated
as long as the water Level keeps the float switch closed.
The control panel shall be designed for an input from a rain sensor that will override the
normal pump operations to prevent irrigation during or after a storm event. The rain
sensor shall be a Rain Bird RSD-BE25 series raid sensor rated for 24 VAC, and shall be
provided as a part of the irrigation control package_ The rain sensor shall be mounted on
the treated wood post that supports the controller panel.
The control panel shall be designed to power the pressure switch used to monitor the
differential pressure across the effluent pressure filter, located on the pump discharge
piping. When the pressure switch senses the filter has clogged to the point of causing a
differential pressure than matches the adjustable switch setting, the red indicator light on
the panel face will be illuminated.

11-G-5
The pump, motor, control panel, switches, rain sensor, or any other component of the
irrigation system shall be guaranteed by their supplier against defects in material and
workmanship for a period of one year after acceptance. Such guarantee shall include
replacement of defective items and the service cost of qualified labor to make good the
repairs.
Pressure filter shall be GAG Sim/Tech model STF 10OA2. The filter shall have type 347
stainless steel filter with 0.062 inch diameter holes and a 41 percent open area. The filter
shall be furnished with a pressure alarm switch that shall be mounted in a waterproof
enclosure on the same treated wood past as the control panel. A conduit shall be
installed to carry the pressure sensing tubing from the switch to the filter.
Contractor shall install a total of four (4) irrigation sprinklers in the designated areas, as
shown on the plans_ Two additional sprinklers shall be fiimished to the Owner as spares.
Sprinkler shall be of the 360c rotation type, driven by an impact splash -arm and spring.
Each sprinkler shall be capable of a distribution pattern as follows, using a riser height of
6 feet:
Operating Pressure DistributionI F
Discharge
at Diameter. in Date,
Sprinkler base, in ps; feetIn GPM
30 90. q,52
�35 92 5.97
Nozzle trajectory angle shall be 23,1 and nozzle size shall be 3116" diameter. tower
bearing pipe thread shall be 314 " NPT male.
Sprinkler shall be constructed of high -impact engineering grade thermoplastics with
stainless steel fulcrum pin and splash -arm spring. Fulcrum pin shall be molded into the
body for maximum support and stability. Splash -arm spring and bearing shall be enclosed
for trouble free performance. Sprinkler shall be equipped with a barrel cylinder to
minimize possible flow obstruction from waterborne solids.
Each sprinkler shall be installed on a %" schedule 80 P1/D riser_ The riser shall be
secured to a galvanized steel angle driven next to the riser, as shown on the plans_
Sprinklers shall be Senninger Model 4023-1-314 M EFF (nozzle #12, 3116"), or approved
equal. Manufacturer shall provide the Owner with a two-year warranty on materials,
workmanship, and performance. and a five-year warranty against nozzle defects.
The sponkler shall be specifically designed for spray irrigation of treated wastcwater
effluent.

11-G-6
The contractor shall install all equipment and materials in accordance with the plans and
specifications, the manufacturer's recommendations, and the rules and regulations of DENR,
Specifically, the contractor shall adhere to the following installation specifications.
Each structure shall be placed on firm, unyielding subgrade that has been covered with 5"
of washed stone for leveling purposes. The risers for the manways and hatches shall be
pre -cast with the joints waterproofed with a mastic rope and caulking. Both inside and
outside of all precast tank joints shall be plastered with hydraulic cement. Prior to
backfilling, the contractor shall fill each structure with clean water and perform a leakage
test. The test skull be successful if the leakage is less than 1/2" in 24 hours.
The contractor shall set the inlet and outlet pipes to the indicated inverts and secure the
stainless steel pipe straps over the flexible pipe sleeves. Each pipe penetration shall be
watertight. The specified Zabel effluent filter shall be installed in the effluent outlet pipe, in
accordance with the manufacturer's recommendations.
Each structure shall be backfilled carefully with material that is compacted to a 95%
Standard Proctor density. All access lids and hatches shall be located 5 inches above
finished grade.
The packaged pump station shall be located as indicated on the plans. Two separate 115
VAC, 20 amp circuits must be provided to the station (one for the pump, and one for the
alarm). The manufacturer's directions are to be used for the connections. A weathertight
junction box shall be provided and installed on a treated wood post next to the station,
approximately 18 inches above the ground, for the required connections. All work shall be
in accordance with the NEC.
The piping connections from the pump station to the peat biofilter shall include a 1.5-inch
flexible schedule 40 PVC discharge pipe and a 4-inch schedule 40 PVC pipe to equalize
the pressure of the air spaces in the pump station and the biofil#er.
The contractor shall use a factory manufactured riser section (15 inches high) if
necessary to raise the top of the pump station 5 inches above the surrounding ground.
The contractor shall prepare the site for the peat biofilter by excavating to the proposers
subgrade for the biofilter, placing six inches of clean sand, and leveling and compacting
the surface. A geotextiJe fabric, as specified by the biofilter manufacturer, shall be
installed between the sand and the submersible collecting bottom of the biofilter_ Insure
the biofil#er is level and in full contact vAth the geotextile foundation_

11-G-7
s• -X91 I • 2 M r
The tablet chlorinator shall be installed in -line between the peat bioflter and the drip
irrigation pump tank. The site shall be graded so the lid(s) of chlorinator tubes are
readily accessible from the ground surface. The unit shall be joined to the PVC piping to
create watertight joints.
MUM 15I -M s MMMINEMNAR
The contractor shall connect the pump, piping, and valves as shown on the plans. The
float switch cables shall be pulled through a conduit and into the panel, without splicing.
The conduit entrances into the panel and pump tank shall be sealed gas tight by the
contractor.
The pump control panel shall have two power circuits (one for the pump and one for the
high water alarm), as specified in paragraph .6 Mata ials: above_
The panel shall be pre -wired such that all required fold connections shall be limited to the
terminal strip which shall be designed to accept the incoming power circuits, the mercury
switch connections, the alarm contacts, and the control valve circuits. The float switches
should have sufficient cable to mare the required connections without any splices. If
splicing of float cables is required, they shall occur outside the wet well within a gasketed,
waterproof junction box at least 12 inches above ground level, Shop drawings shall be
required showing all control systems, materials, components, wiring diagrams, etc. Pump
controls and alarm shall be a factory -assembled system and components shall be listed
by Underwriters Laboratories, Inc_ Pump and alarm panels shall be mounted at least 18"
above ground.
The effluent pressure filter shall be installed per the manufacturer's recommendations.
The pressure switch shall be installed in a separate waterproof enclosure next to the
control panel, and %fired to the appropriate terminals in the panel. The tubing shall be
extended: to the filter from the switch in a protective conduit.
The rain sensor shall be installed off the top of the treated wood post used for mounting
the pump panel. The switch shall be powered from the 24 VAC trans€ormer located in the
pump control panel. The switch shall have contacts that will be opened during periods of
significant rainfall. The pump control panel shall be designed so that the rain sensor
contacts are in series with the "Pump Off' float switch. If either the rain sensor contacts
are open, or the "Pump Off float switch is open (water level is not high enough to tilt the
switch), the pump will not operate_
All piping and all fittings in each station shall be checked for leakage. The contractor shall
not energize the control panels until the manufacturer's representative has thoroughly
checked each installation.

11-G-8
• .MF Mr. sa - e
Contractor shall install the spray field piping and risers as shown on the plans. Spray field
piping shall be installed at the depths indicated on the plans. After the fields are installed,
the Contractor shall pressure test to 50 psi for a three-hour period using pipe plugs on the
risers, Allowable leakage shall be 10 gallonlinch/mile of pipe in the section being tested_
The contractor shall then flush the piping system with the effluent irrigation pump and
clean water. The amount of time each piping section is flushed shall be determined by the
Engineer.
The soil disturbance shall be minimized in the field. The spray field is generally wooded;
the sprinklers and piping shall be installed without removing any trees larger than 6 inches
in diameter. This may require minor repositioning of the sprinklers from the locations
indicated on the plans.
The contractor shall seed all areas disturbed by construction with a fescue and rye grass
mixture, and provide lime, fertilizer, and mulch as required to establish a complete ground
cover in all seeded areas.
The spray irrigation field shall be fenced around the perimeter to prevent access to the
field A barbwire fence is indicated on the plans; the Owner may substitute a different
fence type and style, as long as it generally inhibits access to the field.
The supplier of the peat biofllter and packaged pump station shall furnish a minimum of
four hours of start-up assistance, equipment checks, and owner/operator training. As a
part of the start-up procedure. the contractor shall furnish to the Engineer three sets of
the complete manufacturer's operations and maintenance manuals with schematics,
warranties, etc, for all operating systems (pumps, effluent filters, pressure filters and
switches, controls, floats, wiring schematics, sprinklers, full valves, check valves, peat
biofllter, etc.)
End Specifications

11-G-9
APPENDIX TO THE SPECIFICATIONS
OPERATION AND MAINTENANCE PROCEDURES
FOR
CAMPBELL SINGLE FAMILY SPRAY IRRIGATION SYSTEM
1. Owner and responsible agent is tt, until further notice.
2. Septic tank and effluent filter shall be inspected at least once every six months. Sludge
shall be pumped out when the tank is 113 full of sludge, or every two years, whichever
comes first, Filters shall be washed in accordance with the manufacturer's directions
every six months.
3. Package pump chamber and irrigation pump tank shall be inspected for solids
accumulation at least once every six months. A complete pump -out and cleaning shall
be done when the solids level exceeds three inches at the Influent and of the tank.
4_ Pumps and high water alarms shall be checked and inspected at least quarterly.
5. A high water alarm from either pump station should be responded to by first visually
checking the tank to see it the liquid level is up to the high water float switch. If it is not,
the problem may be a tangled float switch cord or possibly a faulty float switch. Cali a
licensed electrician to check the system, as a false high water alarm is an electricaufloat
switch problem.
If the liquid level is high, check the circud breakers that supply the panel and the ones in
the panel to see if one is tripped. If one is tripped, reset it. Put the pump control switch
in the "Hand" position; if the pump starts and operates, the problem may be an object
was clogging the pump. After the effluent has been pumped down to a normal low level,
have the pump pulled out for inspection to insure there are no foreign objects jamming
the pump. Replace it in the tank, switch the pump back into the "Automatic" position; if it
trips the breaker during the next operating cycle, contact a plumber or septic system
contractor about checking and replacing the pump, as it may have worn bearings or
motor problems.
If the pump does not start upon breaker reset, contact a plumber or septic system
contractor about checking and replacing the pump, as it may have warn bearings or
motor problems.
G. Tablet Chlorinator should be checked weekly, to determine the average rate of tablet
consumption. The chlorinator is checked by withdrawing the tube that holds the tablets
and verifying one or more tablets are remaining in the tube. When all but one tablet is
dissolved, add new tablets
7 The area along the force main shall be inspected annually by walking the lines and
checking for settlement, leakage, or wet areas. No vehicular traffic should be allowed
on the irrigation fields, as it will damage the piping or soils,

{ 1-G-10
8. The peat biofilte\Thigreement
e inspected and maintained in accordance with the
manufacturer's C7dures. As a part of the purchase of the filter, there is a
maintenance contrhe bioffter manufacturer (PremierT ) to provide annual
media inspectionsis for seven years. At end of the seven-year
period, homeowneplacae the peat media, and a wseven-year maintenance
agreement will be f`f
9. Check and record the elapse late meter and cy counters monthly. Record the date
of the readings. N //
14.A water meter should be installed"- the ater supply to the house. This meter should
be read monthly as a cross-check fob, flow to the wastewater system_
11. Inspect spray irrigation areas for I agonded water, or runoff at least quarterly.
12_ The rain sensor shall be ch ed during ra - events to insure proper operation, and to
insure an acceptable corn ation between s wetness and the sensor overriding the
irrigation cycles. The rai sensor's purpose is t revent irrigation of the field during wet
weather, to prevent p Bible runoff of effluent fro the irrigation area (prohibited by the
Non -Discharge Per it). The sensor will interrupt th ump operation after the sensor is
wetted, and the ' terruption will not clear until the nsor has sufficiently dried, The
amount of rain I necessary to trigger the sensor to r ct and recover is adjustable. It
will initially b et on the minimum setting, but actual ope ting experience may indicate
the setting ould be adjusted upward if the field has suffi ntly dried for irrigation, but
the :ens is still interrupting the controller operation. The p p tank has five clays of
storag o allow the rain sensor to interrupt the system oper ' n without overflowing
the to
End Section 11-G

.t • T
' e
11 --10
Ai"
8. The peat biofilter shall be inspected and ma �i hed lit ,` accordance with the
manufacturer's O&M procedures. As a part of the pur�tr 'of the filter, there is a
maintenance contract with the biofilter manufacturer (PremierTech) to provide annual
media inspections. This agreement is for seven years. At the end of the seven -Year
period, homeowner must replace the peat media, and a new seven-year maintenance
agreement will be place.
9. Check and record the elapsed time meter and cycle counters monthly. Rard th6 date
of the readings. T
10. A water meter should be installed on the water supply to the house. This Aleter itould
be read monthly as a cross-check for the flow to the wastewater system.
11. Inspect spray irrigation areas for leakage, ponded water, or runoff at least rt". .
12.The rain sensor stall be checked daring rain events to insure proper operation, end to
insure an aoptable correlation between soil wetness and the sensor overriding the
irrigation cycles. The rain sensors purpose is to prevent irrigation of the field during
wet weather, to prevent possible runoff of effluent from the irrigation .area (prohibited by
the Non -Discharge Permit). The sensor will interrupt the pump operation after the
sensor is wetted, and the interruption will not clear until the sensor has sufficiently
dried. The amount of rainfall necessary to trigger the sensor to react and recover is
adjustable. It will initially be set on the minimum setting, but actual operating
experience may indicate the setting should be adjusted upward if the field has
sufficiently dried for irrigation, but the sensor is still interrupting the controller operation_
The pump tank has five days of storage to allow the rain sensor to interrupt the systern
operation without overflowing the tank.
13.The required fence around the spray area is indicated on the construction drawings.
This fence is to be inspected annually to insure it has not been damaged by failing
limbs or by vandals. The fence is to be repaired if it is found to be damaged.
U.The sprayfield area is intended to remain wooded, other than the selective clearing
noted on the construction plans. The area shall have any "volunteer growth and
saplings cut and removed at least annually, as well as any diseased or dead trees.
15. If the Owner subsequently removes the trees for any reason; the site shall be seeded
with a grass crop. Grass cover on the sprayfield shall be mowed, bagged, and removed
from field at least once per month in the peak -growing season (March to October), and
less frequently in the winter months. A winter ryeffescue mixture shall be overseeded
in the field to maintain a limited level of moisture and nutrient uptake during the winter.
Field shall be checked for wet areas at least once a month, if the wet areas are not due
to piping leaks, the node size in the contributing sprayheads may be changed to a
smaller size temporarily, to see if the wet area can be dried to a more typical moisture
content.
End Section 11-G

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0

Edo& Ontario. Pumping Solutions
0�
Page 1 of 2
PUMPING SOLUTIONS: PSA 24Q
w Qkc m iesr
• Ali i'tit�cip)e Qf& A-24Q
�.siali�i�auCBwsr:..�.flilcr_-Bait �s��icc
Owmers.Mall vl (r wims Adobe Ala "Acy* )
Ncod a ptnnp foryour wastewater treatment sys►em7 IND, 20a the PSA-240 is the pmp for yowl
'""led dowttatremn of dw Septic tent, #te pee -as MI)Ied P 440P=Ping gaticm p=VjVSt the right mouet of wastowdcr
ftmm the Septic lank to the ttt Krmtt uts t, The PSA 240 is compatible stall the Boo$w511cr, other secandaty ftgmCnt
mitA and caaywdoaal septic systems.
It is designed for bolls r+eSideu" and wwn flow applications.
The PSA-240.is easy to install and operate:
• Pla-assembled od ready to install
• hwa a friendly
Usb wt S4 UwSh acid durable smvmm
- Iu SpAy melded walertrghL un k designed to wnhsuand gno n dwatcr swge srwwut the need for canct=
• Easy bmdbng of pauetus k kle tk pumping s Anw
E,q2 t.W tar risers are available
POnwals included with the PSA-240 pimping gWon:
=. a apC:i•'"'"
Alk (�
Subrtlrssibte efllma pwnp Aiih vwicx- Zatpcl c,&
Ak Msohameal Bomb
A lutegra[ed visual and audible alarm Unit
t •..-...-r_
Ab hit V9ted junction box
ti PM-M&cmbkd pipiqg system inclu ft:
- Flem`Wc phaing
- Ball vAlve W oanturd the flow of west waW to tbo treatment trait
• Quick release cpuplipg for cos}- pomp n moval
.•,.i .. ,
OPeratiou Principle of the PSA-240
TIM opwaiing system is comurolled by a sitt;k mechanical float. lnfiowwg water mum mulatec in the tank mnCd the jRA'%jetuat
tti'utet' level has been attsinK at which tiate the float activates file Pump dM avtotnatically slops when the foianMum lcyel is
beached.
Itt uMatiion, Warranty & After -Sate Service
The PSA-240 Pumping Station is desigoed to fit inla pipes w iTh 100 min (41) iusidc diameter
'Cite PSA 240 Pumping Station is desigood to fit dis arzc pipes, wilt 39 mm (1.5") ride diameter
Tbc PSA-240 Pumping Station requims two wpam power cubits 115V for the jwmp and the alarm circuit
Up to ta°o 30 cm (15'� risers eau be installed with the PSA-240 Pumping Station
The PSA-240 ?umping Stations is guaran=d against any dcliccts (materiels and labour) for a period cute; year foot the date
ofthapurchasc
A complete alley -gale Semite is offered at your cou dote
• Ip,ta3l�vtrQauidG(st:,qu�it+asAtktbe$st.I#�etttle{)
http;//www.ecoiloontaTio.com/pumping,_soln filesJpumpingLs0l.hUn 12/1812005

4WOwner's Manual
PSA--240 Pumping Station
�prts ari lxirtg dw rtcw owrAr of a P&4-240 Pmnpft boa. MS MWMWd VAWBIM 400d
be +fwaton ore the a andqpawmm tej~ mw P.Sid 240 Pprr V $tm wff as "H as lye btels WY ij6 d
1w Pn Took LnwMnMMt.
Guidelines #'ar Use
s iie Pktafflam smt W Ma to wma* at sA dots. The lid should tbturSarc sewer be baried.
r Nmr throat soy ab*M %sk*d w pAq* egtaon reeer>.wir.
• Nava died sayrbias imu the septic amk dbst =M —ich end ela6 rbc 5 mom ta& 40adO bwd. Mari'
11 �. Vaadnms).
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ie i®pMW tag yM Can* with fie kCd Ze.6rrde AN M septic hOk dM=bg ao Bret coerao p■rdolao an aat
mkeeod Md ON ibe pfnap.
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Useful Conwneats
VbwWrtsdAui kAlerwstlak
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i ftwlkd im ids t4 bWlft aratiAmac ao A& Aim "R bobM4 m soaaut it is s itralnd.'l be ap u " ofewh dlrateatie
do,IMwbm{otr.
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000 rho +Mar Lvet ie mo Aide, Tha
fa" ftWwP muubeehada &
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prof a io"t Ha k 1itu:ok prbigS iw.nr m*Iwy.
Pr ea 'Etch brnimm m tacaa OM& iap4misa the
jmwkiw bw otkW& the Pump>gg station and off the
pma
The alum aiBno is edirMell iw vz-w' Qou—
Thoamm axwd e"rt0reetially rie�.lrt�irtw,raierd is
lvwiio� Ta femik � �idikht iwitdr info tlae'Sli�iCJS"
paririom
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ry:Upii.aimm:e.d°'f mdrL WleppMf+rlMk �,eelreY�q�[imcM�ow�r�ie�Yiti #�iMtif IW�f��er�1118 ' riri�tmi
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covttau}vrk kcaldbi,"WarowcmtoreersnvkKr#warI M0024351
Cat6M MOM irMiiati M may r OWC a Pampin3 atat M PMW.W Tech Faroim.m ,A ofiian two pnodtxft to tract tlsis
Wmb Hoe PBA-2-00 P"iop Swoon amid th j?A-3w TjmdDOsiZ Unit jr'orpa Wft sta ua ybm kw allrtiam Odle
r+eulas m the PSA-240 FuromS Suway. For itdWmamae oa tt TpA--3W Tnttted DDSWg U it far p,, ft 0,&14
pie to thr,4t�ed f ,peGde ar oa< ttx�+iar.
TechniW Oats
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Installation Procedure
L trro&jd dcM21ption mad ratsi>xmeals
2. Location oftmapoaeets:
3. lw*mB&tinn and a,arembly
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1. Product description and TR!4rcments
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fQ .w.r'�'I b ft Ink W—�G6 cNPr!' R OWO � � r'!ti POEM
mpembtr kwloft ilodW piping, bail w4sY and qusk mkm oaths. Also scloded bw pot alreplbled tse tm Akm Ppwl. s
,arerctwa box I�inehrdrgg � shrink at�gj and Ott aduPaT IbD rren � 3R mm (4"• I.S'9.
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NOW tare you have dw following saefipMMM
A -44 HP Murat Ptanp F — Jtuftiaar boat
B-0woRtloal C—100=0$=mWapk7 (4",1 5")
C—AL rm fimt g._ AWMPMd
0 — Ba[I wa1Me 1— Dion ilaud�e endlar L19u eer � Mem1a1
B — Quicksdcmcaupft
Flut the phi yleue UA as a Sne bate lYaet4 ... _�
chat is aiebk and graded ; • Ile�ly, dte l4fm rriaa �+oulO Beioetlr� lvpcl yo the *WOC V&
QPnnoc.K d w AiiF tank to the plMl V tig aiatiem mpg ikr NW- i4d is ooVirod at i ""W mtpliM J80 am r
So pfvper piping. LA, (4991
SkP7
Cmimm the Pumping Station to
do waft i0mia of do filtaam
trot 1£cow sr-699 Bides a deaiR
&W ring a 38 am* r t 19• 01.13
p"pe wloiGh r-w oo oxwdar
p:a of rt lewd too PSI. tf
F4AdIG" STOD Qtc%tt{r' is mnd,
tun $ PMMM **WfAb% *e I(*
mub n I.D. (4"4 rigid boewem toe
AkAlter and the P5Ib�0
PuMpkwSudM
An adrpts is pswlded ior+be aamteotin bd%W the S%bm cad the BmIe Sa-
ri" itkAhw, w5i&bw a 304 Muaink (4.2s*w _
• pipes m o be paeGkoW ae a► a+he adr4whowA,
• L6Wht -Mi" -Vgd hylt{4 a F WMIM OlpaIMS popr wA DM br 7AVO d if Ili dfat�Q
6a*vm Mu PWVWg Strtan and ds Fs�n#'ST-00 MOWw is prear r ergs oar C7�b'}'tM
BiFflIW Sir * soda nhswe it bWh,Fa rml. Cwau year local dismU. a: fatd oat mox
4IbM4hi%kc2mique.
r"raxer uonrr� -. ,
f EAkk.Zk nry4*46

3. Installation and assembly
so*3
wwoo un me pimp -.d Raw we fim1y Samod snd
pro" Affinw. ft ft vow is ft tami asd coewo the
wmw papa 10 W- leitlt bodit wing &e Qakk solow omvko&
A*W dr bAJ vtdvr ro mat walar flows isio dip fmdie8
bugim of rbe Eaaib' S':'450 Siofiiltar d ndy cwgoo is w?
aiw bMAd +iWrkow v
lifaloe sm tw wxW i0 ome isuhft rmh l wRO ST-650
jNodTihcr dt g% not 4RccW 40 L {9 1Pb aft evcy hydrwAc
Ovent.
+ Mokt mm do nark bothow ix okao to pievem
ilai�aag Srrm imiterd bmldo�.
• Ng jFuE abe kDS6 of die otdofF *4 Cardin Adi m
a nifReieat volooie of wpte+••ter to be ginyped,
The Ubk$ folldwiaS kodiwo tba r000=Mbdt4 BdA VA e
abic koVh of the muff PAM Tor a �wo tm
dku=t of 48 o [A6M woo dui PSu4-W f
btrir
mS Soft Sod do filtta " Wilt [Fa'+41io"
sinfibr Or main SOM yet: 'l nvr A%Mcm
i7 Dw=I ftMicr Teeh Evvb4tYaM1. is
Fw 3 JIIWR ers
r '4
6 m
12 m
i8 aL
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as
28
01
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35 aroii 1'
200 Et �,
2�
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T xD4la"
31 aaiin l 2.
2W ca
200 g2
1 200TI
300_ M
.ro IDmi l2"1
200 fa l
225[
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3. Imtsladoin and assembt
Ckw Ac iid rA ptWAN hwi f alm m+lter4i em h LBL
too do book. Badd'dl the tank and 06 {mate �w -acdd am is aam�peaw �.da ocpkft b p�uxeswyj WA sooibl* x� aww. b�,w. deem vm4 mormwa.
SNPS
uSbs� the 2tl6-W prgvjeW lon bets, baa mImA z&bg, maba aw 9m=6M wia thecat 7qt
bAd* a,
rnarnt twc RUAM n 400 ex ate 20 ekcleica! systwo
Tlw* $jm boa taws be kwtamd p4aido da ttiatand off the Vmd aQ kit WNW aabtat d and cm be as mW m la dmm
EkcDW cmuwrtioots
Yam will asad hm 'M rob. sgandW pwwa
cablesQwcwm babkw6&
WIC toColmuead pCato bW dW bwied d t Alan
wilt damical ceadttd. am
si'�ltf,�o�t a*Osr�d,6tatr:
Mk iape as ibe doses used for dowbg
mmt be taaaraa
Avafd aoy Wwai hm uribr aaoaW '
� �1'jarieetiddt �aac
�you cm ardet junction bpx AM can be a w omad to the FRA 240 t mlt fat frd r hsdmp
_._ aim-�+odhtnlssloompoennn�
mararpum mW on yuo
ORMAM
Waa to bcommmd Wk aaml boo
1 �.2: Wass froanaiamspsusaT
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Certificate of Warranty PSA 240 Fus ' Station
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ba ilasCustaaQ nak pa:E dii� PiIA 2+10 Panes Slrriafr ai�iad
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( �+leraa�eeproWmriri�efiam+nY�4rdea.
gradkrlaadan,�aa'iianarr addi5ork nariadafgtky apasan ero9
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las} Aey aL�cer yeakt�ar'isint iiem � 1�.
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abt ak'eaa3�or yr Paunia'Ycal� ws °etol Oabeac, thin Mu++oarelrll
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BIIFlLTER
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Cwtvenilanal System
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0 APPLWAMI
11E;R31 WI F iop
The EcotioO Wofiilter is a permanent solution for safe residential,
communai and commercial onsite wastewater treatment. This system is
ideal for:
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New Constructions
- + Replacement of failing systerns
Small lots
• • • Areas of poor snit percolation
• High water tables
a Ipmam MUM
Ec�"�ieelbe�s�-ru
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AL
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Para Teter percentage of A
verage EWR
Tram t I -I xi level at
ellminetion by theR0:49septic tank oukkv r*
EC,B,o Btofiiterteet
BOAS
(Carbanaceous 95 %
miterial)
YSS (total 90 %
suspended solids)
Fecal ColFforms 9 o
(CFU/100 MI)
15 10 mg/l 7 :9 250 mg/l
10 Fngfi 75 m9/1
S 25 040 5 2 000 000
CFU/IU0 nII* CFUl1p4 ml"
Concentratiwi means according to sampling camp g in Ca z.da and the United States Since
1995 (art llmetic for solids and geometric for c0forrns). AL
:� ...,s n� REWRIgiSTRIP
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um =am
Inground fnstallation Aboveground mstaifatim with
pumping station
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into the growd
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4 of4 l lf2912005 9.26 AM

Y.
40 Eeoflos ST-650 combined with
p B-650 Submersible C+��iec�ai�r �vitOm
krawhMUR Mt last- Aon Guide
nlis guide caaraPU rlk iPfOYMM'iwl IAWed 0 plan the lar Wla*w of the Book' S'1'-W BW10o ^ with ,S+r m rtgge
cotfae��rg,drotxx�a 7Yor ` Bipj�bp-nulrt hr iwvifafltd 6y ap�lmiruwii�7atlh� Pas a lspl 1�t14epe i+la�Reri, uanroet
aw aa�r failjFsve se►»1se �iae at I �T 7�-14!!.
Technical Mta
7 a121ao1
Car aw WYMPRft
•pYaaMOp�
Sko and how=
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p17 pare
C�'-g'i S[dl s�pMa
9-27
aai /pla
tip
ta��on
1a
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Fftering aoedhaoo: Proroleb r EcaAoa 57P Biafills:reuent'
Ppu-fiiatedfilxrbad{PF8-]54�) gpp � s tQ�gIL_ .....
Terwhoeffitfudm 7. ISS � 10�
tWh.* imuliod amd apamd p w 9w R i �� 9 2S MO CFWODML
irq omao4 the 6000' , S74M $WUW ptD&M ao i' ems: x)s 6iip raf ao17Qrn deaolmd
�i& awe ONKMEOZEUM ie the ahk Ca for h2bL 7M Taut a +dCd polida
emm o0ooS'1wV'4linios
bataitiKrn procedure
t. Otta fim eosgna at UUM6
PdowdMa dw loea6no of COMPOMMIR6
ermine "M
Ewiamw�as
Edh:a 10,14"Q4- 4

1. Determine component needs
TOO I.I. setiter and thet�tarenene: a�oaotaase�dadtoisea tent
tho ae taw. W6vd by yottr kcd se;mlami m Abb ecosidw 10 by oft a bijaT repfc taut W by adft it lbEacmd
Mi 0 "w ttew se& it alknn the hontie wpw to add jo eaft ba&oam ed nPlm ilk t
URL choosatg A bW septic tank or rddw9 a aoaafd sepdG tMk also inWmovcr&yw F "ONI M P1 a a low cart.
W#�esn+ap5eca�8 a failed tr�c twtM sb+pteea apply im rypttd m the septictani�
L boas gm zcptic tank wilhan Get fikdr
PrewlerTE&Sawbow"M hua cmplde oft erp mapimu meteeat aw Pa6moon of A NP&
Re)p -g of ibc t; of syzuna. F e sods EaV9 t00=1 am poovids an gflhu►t fftw that is dW W4 W
Mowe se]ids bdpre safe go w mr Vagmad rysum R w4l " cAmd do l& of ft diRMW MW by
The IffiCMey Of OW UP& jW214 the tW win ads* e4V MAWS f P' - P; tg Ib- l I I I ANOM
etlitKa Sher is es WW3y ign{it►n" if yaw home bo a prb W . aewsp Pip cc KW odor apprmwt W" An poaae 6o ineepa y go =Wopded solids *mom of wWwaW lie F0MO Sly OMW is irsbslied NM as
AlOW4HrdBwcidZ,bkPuMw
A pmnft omieo is nooW ififthe Ewtflo` VwQw raa"be nda led sp"m aMWa OMMY $oar of the ware0PMW
ti M the =06C took. PreminrTwe k Pifflinnmamt bm dsvdeped apao40 aabled ptmWjU v talon PSA,`1 ) aniled to ay
We atmq tc _Wmwai[s&.bww "MOL PYemw T-&Fovisonsme ahn oMjx 9leTPA-M t-W Ambig wet fgw
aU expos a[pmnpir�� --
CartXl Para (w rophem
Tiwtkmd dasiogw& a eMbOy amlirra of SOM, alma[ and a OMtFtd pal jrs6W by a timer OM TOW) MGWWM ro
oaersoa tlae Pao sa 6 mg eytieL The TPA WG ii doijuadfor &2Mw and lbdd4MwMuffic Svwff�
Fdvw D NMw flis+tWodf
PteaiiarTec>r olfcs >< �8+e af` flow dNidets, wbitlt diate+�okQ el8aeel � ibQ bae�' 3 or
—yethertype cfnptioayatam.
Fw fi c&w &ft= d M on the ab M pm , eanmalt t1Ma sou 1tidea m[ txso d am ctt IMM semioe
twat 3 (SM6324336
_2. Determine the location of coi�ppnteats --
7ht ioraion Oftla W*M ptioa bed' aadeomsah the tondo" ST O Biafiitrr aspela orrnpl! r4g the setbacb pgs,a d
by ioaattlioM •anxwa+dxmnrmtitttty:tW
Tbesatbsak nmW be caicnimad in s wxn& bme1<nosatk odd odtbe OmW BkdMer abdL
''7ltic shsotptiaa boa b ilte � wle�t3�usbred a is in�Caled a� iba satT. rt a oSu aytaanWsl
aed:i�ct of sad redcw�h f6u i?,colb"�'�419in�bes
isQi� - ..----•-•- •--•- It - ..� ��ati
(R)

. Determine the location of pTILonentr,
The r Wirt bA pad Rkfikwamd be im dllnd ata add rW is
- A&M the !land ph*
• abmm *+c Wo wftw table;
• off limits la vebi-adebmvicrthan 2W *
- amcsdWe fm punping asudmsiatmaneepmpmm
'nx £cowMofikw MW be kstAw in aadeew i c
- eat driv=ovt7 by vWw*
•acacssueforpawb8and =doteaatrcepugxm s.
Septic tswac
COMM the mmubi turato see ifthty nwsmsaard a mMMM iostalletioa dep& MW septic tacit trust be wtiOagSk JtJW
be used lo di*m of bstrwWM sewage 0* 0& a116r act be used Ew tbedi*MW eftoof, fwjndsfim ar area dra' V).
A dram pipe may be Wataltad wm d the vepdc M& to p rvem cntry of ffowtd mww (ff atbwed Ivy 1=1 regamipm),
The septic reek must be btWt wd sired in ecax&nm with incai mpdiv o m.
Zmbdm EMWft t user
A Z&bff;"dMwM SW AigMiP =M be iastadied in Ae up & taak when imgaIiiaga a &tbsP Sri B'ualitia.
rSA- D 1%-plagaw" of raqW-sto
A31 ps=apiog sratiotrr ahwid br iacytoed of the tk arrd mq�st br wluertig6t bo prevent daSEhstioa of
s mundwatcsaad vmfomto ]and rerlatlow.
BwflOS74MBbdftcr
Tlw lid of the Zw le BdbMw must he #0 mm (2`) above g QvW sfler the fuel lur dwApieg has been c=2pj"A it is
hnpmtcnl do all imet parties be advised of the Pollcmft:
• �trrtcavaarbpry the l+d:
aersra+�kwd � atugdae F.enRo"'Biel�ter (rg. vrthirl� �
MM rapid vqF;bAionYo pwvaA sol en siotl.
3. Determkm the effluent disposal llneMod
WARM NCI ZN& SAfp irs a rUCI P Tar aXY SV b+OaftSO Ole!
Uidsrf g tnlbe Vamd
U is t 0audy nq"Ud t OW ym aftmrAhly unm the sad hydmubc h=i or dts wW cqwmiy. Effimxd drJsmag a vim
aafgtre as ovacuwaiccG of araRa bereafh ihr 1> b+:d. A poi! dcauwp;c cawachy ;s cgwtxmd to tce of poecta iew
tune, whdch vm be dOWdOod bq a qusliW iwwo thrarph a fpdd WL w7 p "ac aw4sW or. in a ws case, by
s win visual obsccvafiun.
vi�rM6
r;..:+sp�
se: ur�or
15M.M 1.G:19wi4s,1 s

3. Determine the eMent dis
Al Wbw the efflww tmm the lja6lw.is pumped Wo sMttuw bwied Umehea. MW shKUM ma is desi�ao
aspwtlt OoWiolluMongCO&(0-SA.
�� -nte talor,ittgcnawm� ta�etbodt:an also 6c,vaa bemdmi the fallaw:� iwwQlr.
O"m the xd cbmsdaiKm =4 Wc2WKm time ham 1m a a4 4dawmO ate tc*dmW a Of da
be&"1UAwoVrmbodo ad"a¢awwd dap&af2opamt(g')t&kltgWaTN=WMbNa15-W
tree► 0 (051- r 01 with* 901►om (In tpttdeelapof a acted (whit a Pc=bdmdmmOf 6 mWt'm tO 18 mb*A4
'ass tma e�and dteaaoti uod�a!' is saka�tod luiaed as tha�hlRttivi�tfi A�QY'�30'
14waaetin
dat7jrdes�aftwvteinLMkyasdvhmniuodfivaNCW=a2otta6M S.M.3.Aa#tha+iC
7= lferoptimraithCtrod�lyiabsailiaem
'Iia q, aneYa[er� Woepar�taAe� 11e
• �A � in � wttb, T' bti►wt�a Q and 12 mi�laps
+ 36 � in sofie vrHh 7' benrecu !� aad 1$ mmlian
+ M xaz in wi&Tbmv=)$ ■M 54=W m
�dot�tttnoe � dea}ap �iigb lxrmttd liiarpr Table is mea�ued item We bane aFtite ata�e tlitq�osY �1d. 3�
. 1e t�aoafi� 31lDamr (i2""� lbis it>att>emaedto600 {2R'� ad aalee trltae �e aut7v a wa ia. vaypem>c@bU (r
kastb� d � hilt �.�atat3.bla
W6aa l#�sXsteenia aortal, the 31tD mm(lX""} er60t1 atro(i+1"j Baud u4dri3rYans¢ bectan & d attest lam bwJmW
thepw�+kx Off6t Fxedto�S'it-6S0 8aoW8arsieil. ��rdia�aatiwr Ii�tbeeBlorpt �wfRaeareir�'r�u11y.
#aaaaia w� aT of 0 ao ! aod:ali� ttr+gr�>F tabi�a 16e 6eadio# w� be �lle8 on ><doU a®(?A`� thici tn+od raielioawit>;
rTod'dto12.
. Cad�atlrte�a aboMadept�s taonE tee �& � �
• The padOwof0w lot rmstbe mA $9 mwbgopm fffims saY ftmdwsggk syatde-
+ The shape of the abowpdm bed may wmy depm2ft OA Ike •cCaltt sift and the Pwidou of the FwHO Siwfilter On
the taulkw atoaa
f vlem MA PUMNWb OY it low, va dma fftitaai ow be wed w pruam4e r. kdDhafiam. Nab = loKwb im 5
d+owm hrUwacL Combmt yaw boast Ito 5dd ostt v*wwM to
Far d;epaatt tmWz umgcdiog 30 m ; it i< U=Mmmded ID dig a foot grist of 3fi t? Phu km:b s to of "'a the toed
rie.er rce _... � Erg. tel: ta+s.oa.ia

4. Determine the qw� of imsWhtiotm
2Eatr etut atlkr ats el�c k, Famare mionme�icsa, �rortahoicat �¢ t $77 73&M t.
� 11 �.l�etale�irrrrlllrs��ti��o�r��
lmmv =&xpmaa
.. _....
wawwuckvd
UaoNtler�
�Qeotrahle �. � Ihil�p4iel�gr
LrdliYea 2 �II�MaaE i�i is a �
r F'e nohow- iILolamtkat'if -of ■ VYep s�lAiaamnl4�c.�ata llt.
waimMommodia e b Eoaft* VoMw dwoW nat mod TU pmgmg stoiioo mW k g=M ie at as
k0 us V440 tJ. dmm
r+a Hio�wwatbeaor.nnea�
PWM* atom
r
'� rdkss of tim bw of jq!% sti it is MMMIgM not to cumd masfmux�
IMC1Ewflel
34id' -w.ehr+tlii/tifprt+�iVabiaaita�slf3Ye�c�e�l a" "�e.ra<Amfte^r7R!
irk thol FMF�I�.f1+�i"iFAy�rl4�arlY»rn�+.[d�rwlw�iwr•r�Rl��nrriljlarar�r�a�or�e�+Mr.e M
w Mwed4ar.+M✓•yal�fsi�
IwwbYatR - - Eak ReroaoCW
'�� Fi dm 16: 1" 4 4

5. InsoMM the Ecolle DWirdter
make mrw you have the hdowkc mag oomb:
A - 114 i Pbft9"b m camddie
1 (o w d 2 b°t" -rpm"
1 bag oonlai ft Woes dDCWD is
4 pry t�y� Sir swffM the dirte'iru MPW-0r
• 9 F��d�i v.etglsi3irm2ftacwcu*pmw
I imltlso swwitypmd
C
Ac
Ik
B -1 lid
C-4#id6bWio4p41Gs
I) .1 PWOd OfPfttA eed filer PID-150 (30
bRo
Rtc,=%,■ p *f2ppsqzj=mdy4atx"m(13'x 34
irad..�.itr� KmW *omo=Ylli w dry. Add 1S2 mm W) hyllrO(Smd.
dlemmwmimlemdmfgmwow ia bdmm*moa dde
dbanlderafthei�+1L
r - - p1m? ymmome wim tbo sm le aie girl] be
��1�i F►�a�en+F
aml
MWOmmAft 13eo11a►Biadb w h lead a" is fuU
ogbdwothe a wAmeefthesandbaL
Cox the aftx>d lW to the ):oolla°
Biufilm r. Tho d Lam pipc can be camoeetad to
y a Pm^Piag $' ptiam
MOVE
="- Do nit i xNA 00 Mpla ff '4 iF
gonads nx%t" kAb %ww%
r�lelT� Gi1nwlh 1999 D416
52

S. lustaflins the Ecoffe R10filter
_.
wAMMOM Vfim bw*figiqg the SpAO Sr.00
Bkfifter. AWat by Ambiibdng the abdl by rtaoehiily
bbd=ft ea& afthc4 coaiim. BaclfiH the lemoh Aft
MH4 WAYmod by the no sift ri" k is mat dial the
h#ddai bm imt , wo ihmfwc
y11G o0t�tieal baDdo�£9![� ��
DbWtrigmeterW cm4awftoomarobjactawvgb
ago
C.ammzttbeInk* ItotbcFmft'Oawaber, Nwmwr,
thg apt aFndee t6t piife is y apmpoeted,
1
NZ: Xf o pmmpbC oatim s aw, =wdw foumiw
* lk Powr qg Sm bm mid IE niv D wom
wwbc* wmdbYmpmwrr o w
(o-b* )L
• Us jmu ,lam (&Mwle bag 38 tttm ■ �! S"
AD i food wm x
eotoaectlm 40 ft Fo" awfiha II#A,,
diwaiita of IQ6 num a (d.25" g�
i'ar mono iwstmt pm; 10fw to &0 PSA-M >umpiqS
S'UdworTPA-SW bait It fm VAk
sem. tiams9lH
f dlsioa ice: tggpM-i6

5 lastagine the ECoffe BiAlter
Add a 41rcr of 381 msm (13") of dnucd m uhud daaa:
19 mm -,51 snm CW4" in the bueans of tine Fka11n"
8ia ww. cn"aide OHM —dral mmPlnak We �nmcnd
IV m x piece ad' aoodan hoed 711 sari x 2438 mm cola
W r 9r) w p WArt dW Cwolld MVrO t Wmc do WkS be
pope#Ike bampmnitbe pBd9i�ihat riaoaroule.bde3poiat
h is impm alst that the unshod stone if well Wmd in me
,aim deg. cvm wider the await. The mud" d4m
1� itlaal! be erea w� the 1=+�l of the •;aiat lam the
andf aad�ccvlloct�boltoavr
• NO bold Ades eiffie riloU aoi131 eq�1 aptpl� vd
prat bmmd f&= P5b@r pmdd
WARM1G! M at compod tlse peas bled
•
kc•-�1�w_xU!
F.Ac*c sm*W Groh Pow aOA dk6mt WM be mr
Atha onplalmi-
um maigD"bUChCtS kn" at geflack pmdk
Otlhe %%a mac rum thl fait pig
Sollawed by the rW `, ikt!'W*m
400 dw cdpc at'sltrlcaome. I WIuwdmg
save p.pcedlaea*bnth2Kftaftbe dam
(iwo plates an cw*k aide).
7U dissAmdian 040 d mM "dt = tap Of
=�'-Xthc416F"
PWPML
tats�ic t}�.ap
_•— no.o�
Ql>

S Luft Viag the EeDfle Biafiker
1p _...
Omea the duftgwWn pietas we scwnely in plea- intial] the feedzng bmAm
man at � o d of tba Gamut mwpm PLxthe hodoet on the eeppotts end
pies dcpwnzplhwlo*wgcaw.
Aftw d W, to w&c wm the dieter= .3o1- gmwiwzrmpmiy, ,
Clow the Scotia" Dwfifta by meaft ew s mzky peed. sad it *d
tw" me two Sawa• PAMM dY-seps. ney neewe ft aeck of &a
EmAbw Ma to rite heaths oflk cm* per: Thm be #m Td on
aw dmL
pw arm
dlypsasl
Prr rrwrriaF�emor�.vno,�
tk�r.ore ear.re r �..,peie.r�e r r�r• 1� srFy,ylaser�Wrair.p who il!c.�..c kw.ar..cawrti.� r.�i
F�eerMol�}� f.�r�yrv.o1r�r�rr.�i�wr�wIF.4F*cw4�ie.w�rtr�eiaeucar�ey.ruYe
�arwgi+wNMre��ywwA�!M'#iwyYyr�ri ION PKr
iL�is�i�edwRb>,ifr�w�Io+YsreFbrsf�irF� MFc�E���e7�'��R,++l�F•Aeermiinaws���w..`F�sMR
re/eb r�iBN�+M irdic,.�rrR�.eNgebfiBoer•M pteesriu eel�raaieitwrre tiQ.e�urrir�rw r�InR
hrwariark '----- 'Si. nsbmGlf!
EuYiwu�w[ Ed�ae IA "og-O&IG

MODEL 100
SPECIFICATIONS
Up to ISM GPD capacity,* 4 VZ diameter inlet and ouft lockable cam; rigs available.
Mmdmu to Daily Capar3ty - Capable of disinfecting floor up bo1SM GPD
• MmrdJng - For Installaltion on dWmrge lines, a 4112" inside dial inlet and outlet
are provided. Ownsion or mdu[clivon couplings can be used for larger or snnaller lines.
• Ma trial - Hlgh densKy one, +chernical and ultra -violet light tesi5brnt
• Feed Tubes - 2 removable PVC tubes with caps, 28" long wb a 3" 1r,6de dianletEr.
• Tabu Opacity - 34 J!`PCTablets per tube-
• Chlorine Coact Channel -A channel at ft boWn directs wastmater kFW contact with
ft tablets,
• ttB&S (Optional) - For extending tablet feeder to grade on deep lraWlations.
• Lockable Cover -Can be lodged to premt unauthorized access by children and ohms.
• Weight -13 pounds.
• limited Wantanty - Every tablet feeder carries a 10 year limited warranty agairMst
defective maim dals and workmanship
QD

n.
OF, r x.
�Qur•t �
4 �,F w aoas
Pump of� f ;. 46-0
Or
- -t1',5i
m4-664Ao
( aC6,, aJjge pIka*a
Ldi I l t s +t, d c{- �,, ,.� t $ _ kid r7ov fcor/r f �r
r 1- { � 1. Lam. {•iiL i/Li �ti!`y—�
r
rrL.�,kL fLJ fI 4o i.a $ �.C��" L,. ■ �7• � �i . CJO. Z�
j ; J� ? . 4 f , . =
a)

41
too
120
,Fa 4-A- { A-ir-�Co'r-

prr�� SECTION:120.OSD
��(b4 /rTY AMA SIA rLI �r7rJc! � F111159
it"
y+� Supersedes
Pruduct laiormation i 1
presented here retlt:cts t2?17
entlGitions at lime 4t R7 ' L./f1�/! w✓
pvbticatfon, comult factory visitnerrweibsi .
aegardinp disarcpancies of MAIL W. PQ, BOX M6W7 - Louisv&, Ky 4025W347
inconsisteneies. Sfi9rA To: X49 Gwro AM Rend • Lautsutda, KY 40211-9 61 http.lAvww.zoeller.com
M 7T8.273i • 7 tWJ 928-PLW • PAX {S02) 774.3ra24
COMPARE THESE FEATURES
• Non.-Vogging vortex impeller design brertze class
88-8-" (180 Series).
• E ndosed impeller design (191 Series).
• Float operated, submersible (Nt=MA 6) 2-pole
mechanical switch.
• Durable nest constnrehon. Cast iron switch case,
base, motor and pump housing. No shell metal parts
to rust or w mdo,
- Stainless steel screws, bolts, float rod, handle, guard,
arm and seal a sembly.
• 20' Ell. -listed 3-wire neoprnc_sard and plug. Extra
c'd ienglhs available in 2b S-60 foot length only.
Rotor- 60 cycle, 3450 RPAt1, col -filled, henneticallly
seated, autortlatic reset, thermal overload proWed
(1 PH only).
• A1la*num temperahlre for etiluent or dewwatering 13D° F
b4° C, WD189120" F (49° C)_
Variable level control sysiemis available.
• Square Ring S Gasket - Neoprene.
Shaft Seal- Stainless steel carbon &cerramicrotary.
Upper sleeve bearing and loft ball bearing running in
berth of oil.
All 18&4180 series pass'✓.-UMct1 solids (sphere),
Model 191 pump passes %- inch solids (sphere).
Cu point 114W • Off point 5" (audvrnaitic units).
Major width 1 ZW - Height 1 B' u , (Single seat pumps)
• 11W NPT discharge with 2" or 3' flange available.
(Model 191 is not availiablevulth T flange)
• Corrosion resistant powder coated epoxy finish.
MODELS 4185-4186-4188.4189
DOUBLE SEAL PUMPS (Nonaiuto only)
• Protects motor hm seal leaks.
Improve4 bearing lubrication.
• Helps ellminsto seal and beading damage frmm drY
runs.
Maior width 12'l7. Heigh! 20'he".
Note: The suing of variable leW
tN,rts) controls acvl proWi si.Pva basins to arhirvc-
re'glnt[d pumping cyole5
AUTOMATIC UNITS NOT RECOMMENDED
FOR USE IN EFFLUENT SYSTEMS
%alb Nc1RL-6MrPr20120611'AWFUmp,., NmmdnR&NOW tir
Soh 6a+a� raga far UI. S CsALzk=
185 -186 - 188 -189 Single Seal Series
4185 - 4186 - 4188 - 4189 Double Sea! Seines
- 191 Slagle Seal Drip Pump
(FcwPump Pre& Mental eallion sere News A Views I4
HIGH HEAD .�x+
"FLOW -MATE"
=FOit SEPTIC 3'ANK • LO1111 PRESSURE P113E (LPP)C%
in.
T
AND ENIt1�NCED FLOW STEP SYSTM.
I
EFFLUENT %.,�AM.
OR DEWATERING PUMP SUBMERSIBLE
1 W NPT DISCHARGE STANDARD • 2" or T FLANGE AVAILABLE
1`"Wh, wlmft Double
rrnimktahrtr Mh
L atfa;Lm-kf, Seal
,m gral mlFa VaT i
WDIRR YVII Pump
sew ,M,
23;r'n�t raarmnz �„d'+rM
I-eAphn r lei MAaUkmtl:
log Amuhc ir
teas�as. tAGttiv'F.
�. r tEWt:t+F
trAw sFk,
tAl1'1'A3 3--es
POWDER
COATED
TOUGH,
0 C,opyrigN 1909 Zoeller Co. AM rights reserved.

TO1iLL M7140MC ► AD/
HEAD 'CA AUTY MY[ raow PlIk ► NUTE
S Iga/4185-186/4JAS-180/41M-189/4189-t9i .-- E�{�rw1 AND DEWAVrMv..,.
' I1e6
' RM
' 141G
` F4105
z M-M
230
nas
• Joss
7nwA
' Gi85
• Gt185
A6U -
• BA185
LBt 30MEU
In*SM1
'�_
}lI*MODa
1lnnhii3wA
141.96
�crldar
1rd� --
131T16
>=186
• {196
• Gi8&
230 _
' t:iB�,
230
• G418.5
pall
e r b iR Im 1'
T i`r
4+e SiF �e0
nm wr Iwat
CFdi1
WARNING- Modal 165 Should not
be subjected to heads Iess ltwn
30 feed TON.
Nods Amps Slice Drlplar C5 A t UL
t � 0.1 1 1w1$e Y Y
1a Nw1 91 7a2h7 3nr5&6 Y
1_ Aida lls i 1 S 9
1 m" 1T,S 2a_7.1 3trS&f N
3 Nan 7.1 4&6 3941y5a8 Y Y
3 Non 7.5 4&8 3&arr5Sfi Y Y
3 Nw1 all 4&5 883or5$5 Y Y 'r
3 Non 313 4$& 3SAor5$fi Y k
m ls-201II cord-1Y MF- One 8ekerion >>
n 11ko�C Mrps 5no L7npiax CSrA U'L
4 Aldo r%7 t P 1 &b _ N N
1 Nan 137 gar2&3 3or6.&G N N
a2 RE$ 3A4arSL6 1 N N
1#itt7DEl kHMUDEWr$loadmalk_mooer.-zvmfum--rranr,
C3,A
Ut
iaylescr• '. DoahW3W ! Yolts -
Ph:
IlWe
Amps
$Jmpfe>t
0° _
plea
� -
� 2M
�1 i,
Aub
13.2
1 or 1 & 6
_M
Yn
EieB
EciM_
.lam
Nurt
13:
2,or2L7
3ar�id6
Yq
!'?
• H786
—
' 20200
1
Aida
161
1 & 6
N
N
lisp
' I411sy
_
200,7D9
1
MD
18.8 i
1&7
3or3&B
M
N
'i1B3
'rrA16a
23p
3
hY]rs
BS
&G
9&4gr3ara
Y
Y,
•,Ilea
'11%es
2tle
3
N-
1�
4S8
384w566
Y
Y
! M. —
a lr/.;r'
Double Seal-41BD 5eria$ jI Weigllf B9-9A Ias.
1/3 -11 1/Y srpT
r/2 H r !
- n win
;:Y. Ml1
att _
' G418A
nsD
Non
4.5
a
3 S 4 ur & e
Y
1
SELECTION GUIDE
aa.�s
ors
Nat
2. �
a i s
31L 40,3 a 6
Y
N
1MMODELS
Sjrs�cSb+t
iie9H00FIS
Double$Bil
Srsndard all rrrodas - 70 - otlrE -2 H.P.
Vila, Ph Wfde Aarps
conha 3dw im
53m0kx ] bnplex
m
lisUnye
SSA
1!C_
1. IniBglal flusl operdkad?-.ple rnudmrriwl-Bftch, no exlnmai mnbd
lEgUxl?f .
s
p p1H9
239 AArda
y7.7
1 or 7 go
N
'�°
2. Single 9u3gA ack wriadle kwti float wilch of dauaie aek
a E18a .:
r a EA18Y
1 Nr
T7,1
7d 7 I 3 d 3S 6
yo
IM
tad Wbb *wvI LM SYkch Rake' to rMO477.
• ;pW
_
29t�?[69 11
�5
8H
'M
N
y Machaairal alternator NI-ftk 10.Ol}7? of 10 7{. Rckr to- MOM
' nl
14189 17(x�
_ashy
f8 11 Nr I
lu
2- 7 9a6d1a
N
N
4 Siffpw than phasz raltttiil panel. Refer to F#JI122B.
• F 1E9
F41E9
,.
70 ! I - 11.E
4 & 6 l 2 a 4 or SS e
Y
Y
5 See Fk1C71 i for ram"C medal ur EieclriCal Allrmeiar
, ,
• 11l19
^ J418rr l
_Kkn .
7q,29 3' 132
4 &6 3&4 crsafi
r
Y
fi. Variable le t svn;rol swirl ID-42251�ed as r"anhd a nra6nr.
• G18i
'C1r9 i40
? Nn FxD
41rti 3&4er3A6
Y
Y
#afiYstnplex(3plloatordupiex�3}rrG4)goat syslem.
• $k183-
riG 3�IWar ae
_l
Ares 3&Iora•dS
Y
N
L= rnuTroty
1hp10.9
Ylr?1a t$3 23D tj a►r 171
2v177F8
N
N
%II msiolkrlion eremtroh, I)rolu�ku own and voTAwq ehoulo It* done W d gakil it
I19iNKIDEL $tand�16s11mode tLwrd•2H.P_
y3ilgpeSnal t)auWcSwl YoMs - PIII Aiodn__—A-Pf
_
Corrtrbl Six;iOn _LFstirgs
5rar�lrs b1�rrClr CSA IA
Immsedl -91:11 ur-JUIwerLdwlghd*WLVcodoehwkiW a0mmtlrxLulinglie meal
rer_er". Raearrl; C.ee4ir Code Mtq 1heDrsllplrrrnal 5nfrhj and+in�Ch Acr 105F1/.}.
N
1i91 2
-N
Forirllorrnrl6rtr;n::IddiAQre;£ofillpradrrLarierinr�tn11X11Y1P1.r1ry{Q MYN.".
' rosNono�;lp
,-1 } LL Uskedrrt Bomb. Nit'T Awe plot.
LuvWrhlalSwir3res,t'MM9C7T:EIsruiarrAllen�A.3r,FM�iBG:kk�nialAl�arra-
In.,, FMAM: &jr1p15ewapc FLU41r"7: siimkx Punv r4ifti, rmis96
Z* t;+%4"relwriad pare ow
;S; 2G Aap 0jK tNk au•om119+,rtw ee used.
Ajwq 575N-ers. FIA Mi q end L3 oMI ediliril I ms. FM7i87.
RESERVE POWERED DESIGN
For unusual condlilions a reserve safely factor is enpeetled inlo the design of every Zoeller PUMP.
d ICopyriglhl 1999 Awder Co. All sights reserved,

160 series data by Zoeller pump Company
hetpJJwww.aoelior.comfzcopmptPmducm(sumperl7l(0 180data hM
21
lip
WDELS 1619MI 1MM-1094i05
tip
0
6�e�oe�
i0 1 o- M SQ .CEO
A01YM1[MEUM
�� RIh�fB�Df�N;�.C�RM1IE
]II�tELS 1@�f41�1�4143s6�t8t�i186-'P�:7@$''�97
=■■low■■�■
i�iA11��■
an;
son&
Mw■rud
.-r,�r■�
_
:
�..
weK 6 i +t 4 m T.
FaRMN"M
af,2 IlCa9i2005 10:42AM

Teeh spees - STF-I04 SL1V3 CH filter Osembly
P 1 of 1
inch Specs - STF-,otOM iolflusnt filter assembly
screen material' type 347 S. S.
Screen Foie diameter: O.QB2 in.
mean size, 3 in. in diamear and 18 In, long
screen open area: 69.52 sgalsre in. (41%)
liUer flow r¢te: 93.8 gpin a 7 pal, 12IJ,672 gpd Q 1 pal, 114.912 9 pd w4h a 95% plugged
screen
r tolml head bw. 0.S= It or .21 pal.
uptionat Nor socks( mkxun =.023) (170mlcron ..W6) (100a90W w-0038)
STF 100-110DA2 7.250,
3.800
2.5a0l
34.2,50
e
1
� 23.3751.
p4q� to Pr4dusi into
rs
http.11www,gag-simtockoom/stf-100-tech-htm 12118/2005

■
RAIA�*BIRD. TECH SPECS
RSD Series Rain Sensor
"Dial into the Convenience and Value"
7he Rain RM RSD $exits Un Sensoris.sra easy
tofw,4 ,drrrahleaadAnWIyplettsangram
Om ar dEwk* s uimNsle for 24'Z wddtutlxi
andcoma maMappbodoos.Tbmbugb•qmdity
pmduct smmvater and mtem& iuigatiou
systa;mlite byaiutamaticallymr�s+rri�
pret�pit�on anrdlketpim� irrigation ��terns
fi>tim xnte[inginraiuy comdrti�ts.
The RSD 5erieslaIn 5eatsar aftm the A�
ofmwiti* rwtrtMwcttingpwidt jrrsitbe twister
a dial, net ad lexent ringto cc atrol drying
tine n4da25' iength (7,6m) of Wredstant
ex mason woe far on comvewene'e.
All this tr 5-pear "No iim5ie"wazrsiniy and
Mud p6m addup ID the nraWdet`s
amvemiemeeand unm pawdvtiluayou rt
from Rain Bias the indusriy choice is itr titsm
com maerproducts.
Fey urm
• Raiofali detecdon usinghydrnrwvic chAs
• �futtlpie l'tainfrdi Settlt�s fri1nG1.36'— lei"
(5 - 20 mm) arse quick and ewymbb list the
tv W ora dial
+ Ad We urea ring helps camtrol drying
time
• H4h - grade, UV= mamt polymer body
l2SIS[S the eletoa�tis
•
Am dlahie in nwedhrackerveWon (RSD-$6r
mmld cocoas with 5• alurro n= irrack-t) or
en mUrverslon (RSD-CE4 fora dears and
p Wessiomallook.
• 25' i A nO of Wresismat amension vdm
offers am emy connection to M%afion
comet
• Woftwith ag popularAVAC:conirollem
• 111, elit ilfrtec� M- C-mck appmed
• 5-year'Noliasale'wammv
• Toil - bmTedmdcal Service (00 247-3M
(U.S. and Canada only)
Electrical Specifications
Application: 5nitahtlr for low vdrV 24 iAC
,.nnhml dwaits and 24 YACr pump start relay
dm*e
3V► I& electrical room,: 3A de IZ5 f25tt VAS;
- Capacity: E�tmAcd rdrimg suitable for use
wide up to t+e U VAC; 7VA sdeuoid
wA,eSpet'station,phm One rmwo rvalve
V&,P: 25' I7,6 m1 k0ghef 1, 2
omdtrchrreftm$ tw!m.Shortleadfrt
nonmby open KLI) kt to ndons
` Nommmumendedfarmwithhlglr
vohmppmp scat, punP sortrelay
dwuhsorde,Ac s
Dimensions
RSEI-l&
+ Overall length:6.5' (165 cm)
• D�reta0 l�ighr. 5.9" (15,7 tiynj
• ftracet Hole fjaitetn: ] 25" t2 2 rats)
l CEz
• t l engilts,3" t7,6 ca0
tiveralt Fleight 2.'Ti` ,{7 cm)
Models
+ tip-BE+c#�,utasuxwl bcadoat,
' RSD-GEC train www/ baxw
adapft, extend jan wire)
FISD -BEx
1
exnsruron sure
�' i�T1G4/ii S§iLILx]
0

RAIA401B/RD.
The rain settsnr shall etnldtst an electna-
mechankat actuatirtgdeuice de stried w
ram a circuit intenupt that termporarily
disables the irrigation conavUerdutitlg
petiads ofsi*dfi=tzainiA The device
shall automatitrWrestotethe controller to
a nwrnal operating r xidition after a period
of tkne subsequent to the raiofai[. The
device shall he suitable to be wired -
nonnally d esed (N.C) - in series with the
valve commm and, shrill include a sbun-
lead to allow wiring Normally open (N.0-)
whew necessW..
The drAce eland be of raigged sx imuction
to withstand i he elerneents,.imfuding
eVrMM. to sunlight (U.V )
The dmrice sW includes U.L listed. 3A 0
12512550VAC.rood eiectrical smkc'tL The
dttv►ica -,W be ofsug`ident capacityto be
uW with a mzdmutn ofthree Z4YAG,
7 VA sokmtud values per station, plus one
tmastervelm.
Thedeviceshalluacorporate hydroswpic
disk technology to Wiens gyre precipitation.
The rain settsar shall inewporate a
praftnn that aliom the insialier to select
firm seve1w rainfall settitlf;s.'i'he Swing
incretnens shall he diTlayed in both
Fmgbsh and metric units The device shall
include a %,mt ring to help eonuol drying
time of the mechar ical component
7'he Rain Md. RSD Series Rain Sensor sbaU
be inanufamurn i by Rain Bird Cngxwariar4
Gltgdum C*ajifarnia.
RAI7 MW Corpmaum
Conr=3c xDivr..Farr
970 Warr SAWM ,tofRgrie aw=r+we, Ann, CA 917ZA1
F'htxq(P: (M) • i -.V II F&X (&7YaJ 9 12-4 rT
ROW sled CorpiwaTvn
Gmwn-efuaf awks cn
+1 E= SmthpiWl Road, TucsYn. AZaPW
Pbov-,(5PO) 7;7-,VYi17 Fax.-r5X) , 47-GF,?2
gain Ord JrAMnastla d, kwa
1,6AbV�GMndAv8nue G✓endarA CA9174 r
Afkir?E, f67i 6) a%L.rVI 7 Far: er6X) ` � 4287
ass bird rsehl kd Swykw
4:4VW Irii,57flY[1..V17P
Lit 9eg'a` r-H.akt diro e, fflnarww
'Qt7diRub9r�L1u9rY
FX+^r' ,

DESCRIPTION
The Senninger Irrigation F4uent-Moster" sprinkler is designed
specifically for disposing efRvent by the land treatment rnethod
In awordenoe with EPA gvidefines. It is suitable for use on
solid -set systems. iilrith mirror modCiications it can also be
used on center pivots or other mecher ical-move systems.
The 40 series is designed to provide maximum efficiency at
intermediate flows.
SPECIFICATIONS
Sprinkler shall be of 3M degree rotation driven by
impact splasharm and spring, It shall be capable of a
distribution pattern of __ (feetfrlieters) in diameter
at a riser height cf (feetlmstvs) with fi
sprinkler base operating pressure of (psi/bar)
and a discharge rats of (gpm 1 Us),
Trajectory sWI1 be degrees (12 or 23 degrees),
Node size shalt be inch (nozzle # __, ).
Lower bearing plastic thread shall be 314" NPT male.
Sprinkler body shall be constructed of high -impact
englneerinp-grede tharmoplaslics with stainless Steel
fulcrum pin and splashann spring. Fulcrum pin shall
be molded into the body for maximum support and
stability, Splasharrn spring and bearing shall be enclosed
for troubkOree performance. SOnkler shall be equipped
with an aMuent vane to minimize possible flow
obstruction from water.Wne solids. Sprinkler cap shall
be lavender to Correspond to industry standards denoting
non -potable water.
Sprinkler shall carry a two-year.manufaCturer's
warranty on materials, workmanship and performance.
F-hmnt, &9W is i reaisremd trademark 61 SerirWngff IrW116,; lar
a7 t3, 7, 41.x rr'
'E
AOL
40 SERIES
3W ROTATION
INPROT SPRINKLERS
FEATURES
Flow range: 3.82 to 10.8 gpm (0.24 to 0.66 Us)
• Sprinkler base pressure: 30 to 60 psi (2.0 to 4.0 bar)
23" trajectory .models; 12' trajectory models.
4123.1-#lit" F EFF 4012-1-a14" F EFF
(includes 310 female NPT piestic cou pling)
402-LI-I"FEFF 4012-14"FEFF
(Includes. 31e- x 1"female NPT plastic neduosr coupling)
4023-1-314"ttf EFF 4072-1-114" M EFF
(galvanized steel oonnection fittings riot recommended)
• High -impact angineering-grade thenriopfastic
construction resists chemical degradation,
scale buildup and UV effects
Stainless steel springs and fulcrum pin enclosed to
resist Contamination; electrolysis eliminated by using
no brass parts
• Lavender Cap to correspond to industry standards
denoting use of non -potable water
Effluent vane minimizes obstruction from
water -home materials
• Nozzle sites from r'132" to +42" (010 twough M4)
(414 to 5.6 mm)
• Two-year manufacturees warranty on rnrials,
workmanship and perfomance
- 23" model also'evallable as a double -nozzle,
flow range: 5.26 to 12.6 gprn (0.33 to 0.78 Lis)
Avarbb$e- ttArfl[h,7h taadieq m9arion dealers.
aesl�ned arrd m�an:�drr+red,dy
eum er
?> "agatwn Ui.
6416 CHd Winter Garden Road
Orlando. FL 32835 USA
Phtxtd: [phone] - t=aw [phone]
www. sennhWxom • e-mad: infr ssnnMgwxom

��lirrl.� y r r• U.L-'DlMOw (fue4) ear=lmw. - DLmeler (meeem)
SPRINKLER (ps1} 30 35 40 45 30 55 50 ) 9.0 23 U 2.5 4-0
VASE PRESSURE {yam;) Rolm 36.25 4&60 M.75 _%M
4MO ► CO;* - Twrgnolea (S* )
FkmN (9Prtf)
-4,rf;{
4.14
11.97
4.68
4.93
517
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al
88
85
87
Be
86
90
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86
SB
9D
91
132
93
94
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R_ (91ro1)
4A M
5.00
5.34
5.67
5.98
627
$.55
Diem. w is height (1t,)
w
05
97
E9
go
91
92
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e$
90
92
93
94
95
95
1"I 1rfo2alt- ked (MB-1
Flaw Wm)
'.,552'
5.97
637
8.78
7.i9
7.48
r.61
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$4'
85
89
91
92
93
94
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go
92
94
9$
96
97
96
pia Naealr- WNW (Iltm")
Floor (gpm}
6 5D
7.02
7.49
7.95
(S.30
8.80
9.19
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88
46
91
93
05
f?7
99
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92
64
66
Ss
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102
104
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749
8.09
8,03
9.17
9.85
10.1
10.6
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88.
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94
95
69
100
102
viam- at 6.1r Ngot X
94
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98
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102
104
1 N
4'10 iJatrfr • ru0tprWsk I&W mol
+A) 0,34 0.21i
G.29
0.31
0.33
05m(m) 24.4 254
26,9
25.8
273
2Am(m) 25.0 27.0
21.6
2B.1
2&5
011 Numade • WOW (4;,1? marl
(US) 029 0.32
A 35
0.38
0.41
0-5 In (m) 2BA 201
268
27.5
27.9
20 In 1m) 26.6 27-6
28.3
29.7
29.1
012 tiioasae -Rod (4.76 won)
(t Is) 0.34 0.38
0.42
OAS
0.48
0.5 m (ro) 25A 26.4
27.8
261
28.5
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28.9
29.3
29.7
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pis) OAD 0.45
0.49
DM
0.57
0-6 m (m) 25A 27.0
20.2
29.o
29.0
2.0 m (m) 27.9 2B.8
29.7
30.6
31.6
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SPRMKLM (psi) 30
BASE PRESSI.IRE
33
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40 455 30
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(bar) 2A 25 IA 3.5
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4.0
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018 NaQzk-Tw9volw (3.97 mm)
F1oNj (SiPM1 3.02
4,13
4.41
4.198
4.93
517
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0.31
MM
Dhan, at 1.5 M_ Ohl (11) 72
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79
81
63
85
80
0.5 In (m) 21.6 2,14
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83
85
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86
2.13 In Im) 212 24.8
2&7
26,£
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411 Nuzdv-YwMow (1 VWJ
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FiOw (gpezj 4.63
5.00
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5,67
5.90
57.7
5.55
{L,4i) 0.29 0.32
0.25
0.98
61i1
Dhimr. art 1.5 Wghi (R) 74
77
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87
84
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0.5 m Im) 222 23.7
24.8
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7.48
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0.42
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M
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26.3
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79
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84
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86
91
92
20 m (m) 24.1 25.6
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27.5
27.0
414 Necdo - Bhre (7182")
#14 Noah - Blflg (5,55 mm)
Flaw (own) 7.49
LOD
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0.57
0.51
0.06
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89
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North Carolina Department of Environment and Natural Resources
Pat McCrory
Govemor
J. ALAN & ANM L. CAMPBELL
501 LOST WAY
HURDLE MILLS, NORTH CAROLINA 27541
Dear Mr. and Mrs. Campbell:
John E. Skvada, III
Save*
November 25, 2014
Subject: Permit No. WQ0029792
501 Lost Way SFR
Single -Family Residence
Wastewater Irrigation system
Orange County
In accordance with your permit renewal request received October 24, 2014, we are forwarding
herewith Permit No. WQ0029M dated November 25, 2014, to J. Alan & Anne L. Campbell for the
continued operation of the subject single-family residence wastewater treatment and irrigation facilities.
Please note that this renewed permit shall become effective on May 1, 2015 (i.e. the day after the
expiration date of the existing permit).
This permit shall be effective from May 1, 2015 until April 30, 2020, shall void Permit No.
WQ0029792 issued May 10, 2006, and small be subject to the conditions and limitations as specified
therein. An extension shall be requested at least six months prior to the expiration of this permit.
Upon receipt of the request, the Commission will review the adequacy of the facility described therein
and, if warranted, will extend the permit for such period of time and under such conditions and limitations
as it may deem appropriate.
Please pay particular attention to the operation and maintenance requirements listed in Section III
for they may differ from the previous permit issuance. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems. Also note that Condition V1.6. requires the Permittee to retain a set of Division approved plans
and specifications for the life of the facilities permitted herein.
Please note the following permit conditions have been removed since the last permit
issuance dated May 10, 2006:
Old Conditions 1.1., 1.2., 1.5., 1.6., 1.7., and 11.4. — These conditions have been removed because
the facility has been constructed and the Engineering Certification was received February 9, 2007.
NwA)bdwW Pemikting Ur it
1617 Mal Service Corder, RNeO, Norm Caroms 2M9-1617
I'none:9fs�0i�841lnierrret�, i
M EqiW Oppzwr* 1 A1Ar=Om Ad -Employer -Made in pad w b reaycW paper

Mr. J Alan & Mrs. Anne L. Campbell
November 25, 2014
Page 2 of2
Please note the following permit conditions are new since the last permit issuance dated
May 10, 2006:
> Condition H.7. — This condition establishes the compliance boundary at the property
boundary in accordance with 15A NCAC 02L .0107(i).
9 Condition 1I.8. — This condition establishes the review boundary midway between the
compliance boundary and the disposal area in accordance with I SA NCAC 02L A 108.
A Condition 11.9. — This condition requires the Permittee to apply for a permit modification to
establish a new compliance boundary if any sale or transfer of property affects the existing
compliance boundary.
9 Condition VI.7. — This condition requires the Permittee to maintain this permit until all
permitted facilities are properly closed or permitted under another permit.
D Condition V1.8. — This condition notifies the Permittee that this permit is subject to
revocation or unilateral modification upon 60 days notice from the Division Director, in
whole or part for the requirements listed in I SA NCAC 02T .0110.
r+ Condition VI.9. — This condition notifies the Pennittee that unless the Division Director
grants a variance, expansion of the permitted facilities contained herein shall not be granted if
the Permittee exemplifies any of the criteria in I SA NCAC 02T .0120(b).
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Nathaniel Thornburg at
(9I 9) 807-6453 or nathanie1.thonnbur&@n0enr.&g .
7Thoias
ly, ,
�,— A. Reeder, Director
Division of Water Resources
cc: Orange County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Central Files
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE-FAMMY RESIDENCE WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
J. Alan & Anne L. Campbell
Orange County
FOR THE
continued operation of a 480 gallon per day (GPD) single-family residence wastewater treatment and
irrigation facility consisting of.
1,200 gallon septic tank; a 3,000 gallon pump tank with a simplex pump, control panel and pressure filter;
a peat biofilter pretreatment system; a peat biofilter dosing pump station; a tablet chlorinator; a 0.413 acre
spray irrigation field with four spray heads; and all associated piping, valves, controls and appurtenances
to serve the single-family residence at 501 Lost Way, Hurdle Mills, NC 27541, with no discharge of
wastes to surface waters, pursuant to the application received October 24, 2014, and in conformity with
the project plans, specifications, and other supporting data subsequently fled and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from May 1, 2015 until April 30, 2020, shall void Permit No. WQ0029792
issued May 10, 2006, and shall be subject to the following specified conditions and limitations:
L SCHEDULES
1. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
2. In accordance with ISA NCAC 02T .0607, if a public or community sewage system is or becomes
available, the subject single-family residence wastewater treatment and irrigation facilities shall be
closed and all wastewater shall be discharged into the public or community sewage system within 180
days of its availability. Prior to the initiation of these connection activities, appropriate Division
approval shall be received.
WQ0029792 Version 2.0 Shell Version 141027 Page I of 6

II. PERFQRMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation arras to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or disposal facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
3. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specked in
the following table:
TABLE I —APPLICATION LIMITATIONS
Yield
Parameter
1
Hourly Rate
Yearly Mu
I Units
1
01284 — Non -Discharge Application Rate
0.121
15.63
inches
4. The subject facility has been approved to land apply wastewater effluent on the following fields:
TABLE 2 — IRRIGATION AREA INFORMATION
Yield
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Sail Series
l
J. Alan A Anne L. Campbell
Orange
36.2321340
-79.092503"
0.413
Helena
5, The Operation and Maintenance Agreement (attached) between the Permittee and the Division of
Water Resources is incorporated herein by reference and shall be a condition of this permit.
Noncompliance with the terms of the Operation and Maintenance Agreement shall subject the
Permittee to all sanctions provided by North Carolina General Statutes § 143-215.6A to § 143-215.6C
for violation of or failure to act in accordance with the terms and conditions of this permit.
6. The irrigation system shall be connected to a rain or moisture sensor, which shall indicate when
effluent application is not appropriate in accordance with Conditions 111.4. and II1.5. of this permit.
7. 1n accordance with 15A NCAC 02L .0107{il the compliance boundary is established at the property
boundary. Any exceedance of standards at the compliance boundary shall require action in
accordance with 15A NCAC 02L .0106.
8. In accordance with 15A NCAC 02L _0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106.
9. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
WQ0029792 Version 2.0 Shell Version 141027 Page 2 of 6

10. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02H .0200 shall be as follows (all
distances in feet):
't. Any habitable residence or place of public assembly under separate ownership: 400
ii. Surface waters: 100
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 150
v. Public right of way: 50
b. The setbacks for storage and treatment units permitted under 15A NCAC 02H .0200 shall be as
follows (all distances in feet):
i. Any well with exception of monitoring wells: 100
ii. Any property line, 50
M. OPERATION AND MAINTENANCE, UOUIRENWNTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a neon -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to I SA NCAC 02T .0604(f).
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of effluent and allows inspection of the irrigation system.
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation site
listed in Condition IIA.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. Only effluent from the single-family residence at 501 Lost Way shall be irrigated on the site listed in
Condition 11.4.
7. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
& Public access to the irrigation sites and wastewater treatment facilities shall be prohibited. Fencing
shall be provided to prevent access to the irrigation site (minimum 2-strand wire) and treatment units
shall be secured with locks on all tank accesses and control panels,
9. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100.
10. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
WQ0029792 Version 2.0 Shetl Version 141027 Page 3 of 6

l I. Pump/dosing tanks shall have audible and visual alarms external to any structure.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank effluent
filter shall be checked and cleaned at the same frequency as the septic tank.
b. The tablet chlorinator shall be checked weekly. Wastewater grade chlorine tablets (calcium
hypochlorite) shall be added as needed to provide proper chlorination. Pool chlorine tablets shall
not be used.
c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the spray heads,
that the system is free of leaks, that the vegetative growth allows a proper spray pattern, that the
soil is assimilating the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
M MONITORING AND REPORTMG MQU NTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Noncompliance Notification:
The Pcrmittee shall report by telephone to the Raleigh Regional Office, telephone number (919) 791-
4200, as soon as pglsjble, but in no case more than 24 hours, or on the next working day following
the occurrence or first knowledge of the occurrence of any of the following:
a. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
b. Any facility failure resulting in a by-pass directly to receiving surface waters.
c. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
d. Ponding in or runoff from the irrigation sites_
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
WQ0029792 Version 2.0 Shell Version 141027 page 4 of

V.
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and irrigation facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
VI. GENERAL COMMONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal)_ Of particular concern to the Division are applicable river buffer rules
in 1 SA NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under General Permit NCG010000; any requirements pertaining to wetlands under 15A NCAC
02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of
the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6_ The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .0105Q).
WQ0029792 Version 2.0 Shell Version 141027 Page 5 of 6

S. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T .0105(eX3).
Permit issued this the 25* day of November 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
o . Reeder, Director
Divisi of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0029792
WQ0029792 Version 2.0 Shell Version 141027 Page 6 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
DWR
15A NCAC 02T -0W — SINGLE-FAMILY RESMENCE WASTEWATER JRRIGATION SYSTEMS
OPERATION AND MAWMNANCE AGREEMENT
Division of Water Resources FORM: SFRWWTS O&M 08-I3
Permit No, CrJC
Property owners
Mailing address:
Facility address;
Irrigation Method: KSPRAY
❑ DRIP
I / We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually,
d. KThe tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR
NA❑ The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection.
c. All pump and alarm systems shall be inspected monthly.
f. The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual The shall be cause for the Division to revoke the permit pursuant to I SA NCAC 02T
.0105(e)(3).
3. The Permittee"s failure to properly operate this system is subject to a penalty up to $25,000 per day.
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may void
the permit.
All owners appearinir on the legally recorded property deed shall sign this Operation & Maintenance Agreement
1 / We understand the above requi a and agre�Iothese t ms as part of the issued permit.
Owner Signature: Date: r<
Owner Signature; r Date �(✓ o� C,
z
FORM: SrRWsWIS O&M 08-13 Page 1 of I

I - Acrial
49792 501 host Way, Hurdle Mif1�, NC 27541
]_ Alin & Arme L. Campbell Latitude; 36.231799' 1
�501 Lost Way Longitude;-79-0925080

Figure 2 — Directional Ma
EQ0029792
501 Lost Way, Hurdle Mills, NC 27541
J. ,Alan & Anne L. Cam bell
Latitude: 36.231799'
501 Lost Way SFR
Longitude:-79.092508°
5
f �
-I
v Hurdle

APPLICANTS NAMEj3&&jSi LfQJ1 1 era• - TMSt „-2-2.
'1 _a.
1
-..,.,,Orangd County Health Department--
• Environmental Health DiVlsloTf
i- - `
gg
'Y. . � Z •-�- i�-1. JflJL YiV
rr
1 •.
r •• YSk`�! .Y yam. . •\\. �iYI
APPLICATION FOR PERMITS'
Improvement Permits
Construction Authorizations
Existing Well/Septic System Inspections
Well Permits
M
This application is used to apply for any or all of the above permits or authorizations.
The form must be filled out completely and accompanied with payment before services
can be initiated
Completion of this form does not imply or guarantee any permit will be issued or an
authorization granted. Please be sure all the information is correct as the information
you provide will guide the staff in the evaluation and permitting of your property. Any
permit may be suspended or revoked if the Information is falsified, incorrect or if the
site is altered after the permitlauthorization is issued.
Orange County Health Department, Environments! Health Division
P.Q. Box 9181, 306-C Revere Road
Hillsborough, NC 27278
PHONE: [phone] FAX: [phone]
www.co.omn0e.nc.us
APPLICATION #: VJO6-Uo * PIN #.
DATE RECEIVED: O&D CONFIRMED:
REVIEWED BY: �_ ASSIGNED TO:
NOTES:
f IIVZAI! I& .ft,+ A&M ,t 4 0"ra aAIV 5�M

APPLICANT- >-A S5 i 9-,tY .94ap rPRoPERTY OWNER: _ 414n Cig
ADDRESS ! ADDRESS
PHONE NUMBER PHONE NUMBER
LOT SIZE 20�- SilBDIVISION / L0T# DATE LOT RECORDED _
PARCEL ADDRESS:
DIRECTIONS /LOCATION:
41)
caw+
Is this application : gi EW ❑ REPAI ❑ EXPANSION ❑ RENEWAL ❑SUBDIVISIONiRECOMB.
For a: �'GLE FAMILY DWELLING Size X Number of Bedrooms _-_ . Number of occupants
APAR ENT/E CiENCY UEST HO E
❑ USI F ER
Please describe the bzasiness, number of employees, square footage, era Use altachments if necaessary.
T OF XAM SUPPLY PI&ANEK CHECK IF APPLICABLE: RE D SYSTEM TYPE:
❑ PUBLIC C] BASEMENT WITH PLUMBING ❑ CONVENTIONAL
{PRIVATE WELL ❑ WASTEWATER OTHER THAN SELVAGE GENERATED ❑ OT ER (SP IFY)
L] COMMUNITY WELL ❑ PROPERTY CONTAINS DESIGNATED WETLANDS (+cj
0 OTHER ❑ SITE IS SUBJECT TO APPROVAL BY OTHER AGENCY ❑ or see REQUEST FORM
Check All Sections That Apply ❑ FACILITY WILL HAVE A GARBAGE DISPOSAL OR WATER SOFTENER
SECTIONWELL PERMIT # W66 rU `
LL PERO T - NEW
❑ WELL PERMIT - RENEWAL / ALTERATIONS I REVISIT $
$100
0
CNE ST THE FOLLOWING ARE REQUIRED BEFORE PROCESSING THIS APPLICATION FOR A WELL PERMIT:
o A SITE PLAN OR PLAT MUST BE PROVIDED SHOWING; THE LOCATION ANY STRUCTURES, PROPOSED
ADDITIONS, EXCAVATIONS OR OTHER IMPROVEMENTS; AND PROPERTY LINES.
o THE EXISTING AND PROPOSED PROPERTY LINES AND CORNERS MUST BE CLEARLY MARKED.
" w 7 r, a 77 a i w r i U }F
❑ EXISTING SEPTIC SYSTEM INSPECTION WITH NO INCASASE IN WASnFLOW $100
DESCRIPTION OF PROPOSED CHANGES / REASON FOR INSPECTION:
ORIGINAL OWNER
SYSTEM IS: ❑ IN USE or C] VACANT since fdatel
CHECKM THE FOLLOWING ARE REQUIRED BEFORE PROCESSING THIS APPLICATION FOR AN INSPECTION:
o A SUE PLAN OR PLAT MUST BE PROVIDED SHOWING: THE LOCATION OF ANY STRUCTURES, PROPOSED
ADDITI
ONS, EXCAVATIONS OR OTHER IMPROVEMENTS; AND PROPERTY LINES.
o FOR ADDITIONS, A COPY OF THE OMR PLAN MUST BE SUBMITTED FOR REVIEW.
a EXISTING PROPERTY LINES, CORNERS, AND LOCATION OF PROPOSED STRUCTURES MUST BE CLEARLY
MARKED ON THE SITE,
❑MOBILE HOME PARK RECONNECT;ON#
© MOBILE HUME SPACE RECONNECTION IbISPECTI(3ly-PER SPACE S 50
ISMOT THE FOLLOWING ARE REQUIRED BEFORE PROCESSING THIS APPLICATION FOR AN INSPECTION:
a A M& UAN OR FLAT MUST BE PROVIDED SHOWING: THE DIMENSIONS AND LOCATFOIY OF THE
PROPOSED MOBILE HOME.
o THE CORNERS OF THE PROPOSED HOME MUST BE CLEARLY STAKED ON THE SITE.
o A COPY OF THE FLOOR PLAN MUST BE SUBMITTED FOR REVIEW.
OCHD 11105

ElSITE EVALUATION I IMPROVEMENT PERMIT SECTION #
❑ IMPROViGivlEfNr—, PEII<MiT ILID to 6000PD) NUUBER Or SITES X S 310 PER SITE
INDIVIDUAL, LOT ❑
SUBDIVISION" 0 RECOMBINATION* ❑ EXISTING SYSTEM 0 EXPANSION[]
❑ SITE REVISIT TO REISSUE OR MODIFY A VALID IMPROVEMENT PERMIT(wl no flow increwc) $ 100 PER SITE
EACH SITE EVALUATION CONSISTS OF UP TO ? .ACRES FLOWS OVER 60 GPD REQUIRE ADDI TIONAL FEE_►£
g _ THE FOLLOWING ARE REQUIRED BEFORE PROCESSING THIS APPLICATION FOR AN
IMPROVEMENT PERMIT:
o A SER PLAN Oft PLAT SHOWING THE EXISTING AND PROPOSED PROPERTY LINES WITH DIMENSIQNS
AND THE LOCATION OF ALL PROPOSED STRUCTURES, ADDITIONS, OR IMPROVEMENTS WITH LABELED
SETBACKS.
o EXISTING AND ANY PROPOSED PROPERTY LINES I CORNERS MUST BE CLEARLY MARKED ON SITE.
o THE APPLICANT IS RESPONSIBLE FOR MAKING THE SITE ACCESSIBLE FOR THE EVALUATION.
o FOR NON SINGLE-FAMILY DWELLING APPLICATIONS, ADDITIONAL INFORMATION TO DETERMINE WASTE
FLOW AND CHARACTERISTICS WILL BE REQUIRED.
o *FOR SUBDIVISIONS & RECOMBINATIONS, A CONCEPT PLAN APPROVAL OR A PLAT PREPARED BY A
AUTHORIZATION
0 AUTHORIZATiON TO CONSTRUCT FOR WEEW 0ONS l RU�.-10N OR EXPANSION S 160 (Up to 600 GPD)
❑ SITE REVISIT TO REISSUE OR MODIFY A VALID CONSTRUCTION AUTHORIZATION S 100 (Up to 600 GPD)
i THE FOLLOWING ARE REQUIRED BEFORE PROCESSING THIS APPLICATION FOR A
a A FLOG$ PLAN OF THE STRUCTURE MUST BE SUBMITTED.
o A SITE PLAN OR PLAT MUST BE PROVIDED SHOWING: THE LOCATION OF THE PROPOSED STRUCTURES,
DRIVEWAYS, ADDITIONS, EXCAVATIONS OR OTHER IMPROVEMENTS; PROPERTY LINES; DIMENSIONS;
AND SETBACKS TO REFERENCE POINTS.
o THE 1EXISTING AND ANY PROPOSED PROPERTY LINES I CORNERS MUST BE CLEARLY MARKED ON SITE.
a THE LOCATION OF PROPOSED STRUCTURES AND IMPROVEMENTS MUST HE STAKED ON SITE.
o TOTAL AMOUNT DUE
RECEIPT # I `-'u � —06 %4 76
IF .RESULTNra FLOW IS �§QO GPD_ FOR NON-DQMESTIC WASTEWATER SMEMS, OR IF ADDITIONAL PERMITS ARE
NECESSARY, EMASECHF9K WITH ENV19N HEALTH TO D SCUSS THE AMQLM OF ADDITONAL FEES,
THIS APPLICA 77ON MUST BE SIGNED BY THE CURRENT OWNER OF THE PROPERTY OR THE OWNER'S LEGAL
REPRESENTATIVE (e.g., SPOUSE, POWER OFATTORNEY, EXECUTOR, OR OTHER LICENSED PROFESSIONAL
(ATTORNEY, REALTOR, BUILDER, eta.) MMO HAS ENTERED INTO A CONTRACTOR LEASE WITH THE OWNER AND
WHO CAN LEGALLY REPRESENT THE PROPERTY OWNER IN TRANSACTIONS REGARDING THE PROPERTY)
ONLY ORIGINAL SIGNATURES (NO FAXES) CAN BE ACCEPTED.
I AM THE PROPERTY OWNER OR THE PROPERTY OWNER'S LEGAL REPRESENTATIVE
I HAVE READ THIS APPLICATION AND AUTHORIZE THE OCHD TO ENTER THE PROPERTY AND PERFORM THE
SERVICES) REQUESTED.
DATE: ��

GENERAL INFORMATION
O PERMITS l AUTHORIZATIONS ARE SUBJECT TO REVOCATION IF THE SITE PLAN, PLAT, OR MVADED USE
CHANGES OR IF THE SITE IS ALTERED. SUBSEQUENT CHANGES TO THE SITE PLAN OR INFORMATION ON
THE APPLICATION WELL REQUIRE A NEW APPLICATION AND ADDITIONAL FEES
CI NO REFUNDS WILL RE GIVEN FOR SERVICES THAT ARE ALREADY RENDERED OR INITIATED.
O PAYMENT AS INDICATED IN THE INDIVIDUAL SECTIONS MUST ACCOMPANY THE APPLICATION IN
ORDER TO PROCESS THE APPLICATION AND SCHEDULE A FIELD VISIT BY STAFF
0 A WELL PERMIT OR A CONSTRUCTION AUTHORIZATION MUST BE ISSUED PRIOR TO ANY
CONSTRUCTION OR REPAIR OF A WELL OR A WASTEWATER SYSTEM.
CI A FINAL INSPECTION OF THE WELL AND WASTEWATER SYSTEM MUST BE COMPLETED AND APPROVED
BY THE OCHD STAFF PRIOR TO PLACING EITHER INTO USE OR OCCUPYING A NEW HOME.
© YOU MUST CONTRACT WITH A WELL CONTRACTOR WHO IS REGISTERED IN ORANGE COUNTY AND
HOLDS A VALID CERTIFICATION FROM THE STATE OF N.C. (A LIST IS AVAILABLE)
D YOU MUST CONTRACT WITH A SEPTIC CONTRACTOR WHO IS REGISTERED TO INSTALL OR REPAIR
SYSTEMS IN ORANGE COUNTY. (A LIST IS AVAILABLE)
O EVERY APPLICATION FOR A CONSTRUCTION AUTHORIZATION MUST BE ACCOMPANIED BY EITHER A
VALID IMPROVEMENT PERMIT OR BY AN APPLICATION FOR AN IMPROVEMENT PERMPT.
C] ANY CHANGES THAT ARE PROPOSED FOR AN EXISTING PERMIT REQUIRES A NEW APPLICATION.
C] FOR AN IMPROVEMENT PERMIT, IF A HOUSE SITE OR PROPOSED SEPTIC SITE IS NOT DESIGNATED ON
THE SITE PLAN, ONE WILL BE ASSIGNED BY THE OCHD STAFF.
D FOR IMPROVEMENT PERI4ITTS OVER 600 GALLONS PER DAY, AND FOR SUBDIVISION SITE EVALUATIONS,
THE APPLICANT MUST PROVIDE A BACKHOE AND OPERATOR ON --SITE TO PROVIDE PITS.
EXPIRATION OF PERMITS / AUTHORIZATIONS
WELL PERMITS
EXISTING WELLISYSTEM AUTHORIZATIONS
IMPROVEMENT PERMITS
CONSTRUCTION AUTHORIZATIONS
5 YEARS
I YEAR
5 YEARS -WHEN A SIn PLAN IS SUBMITTED
NO EXPIRATION -WHEN PLAT' Itbree copies] IS SUBMITTED
5 YEARS MAXIMUM OR WHEN ACCOMPANYING
IMPROVEMENT PERMIT EXPIRES WHICHEVER COMES
FIRST.
'Pbt - prepared by a Registered Land Surveyor to a scale of I" a 60' showinz the facility, appurtenances, site for the septic system, water suppEM
and surface water. Or as approved and recorded subdivision plat accompanied by a site plea drawn to scale.
NOTES.
OCHD 11105

Permit # W00029792 PIN: 9960812099 '�`�`- "ti `. F" ` `' Location: 501 Lost Wax
ORANGE COUNTY HEALTH DEPARTMENT
WASTEWATER TREATMENT MANAGEMENT PROGRAM SYSTEMS INSPECTION REPORT
SPRAY IRRIGATION SYSTEM
�>ct A tiZ
Alan Camobell 501 Lost Way, Hurdle Mills NC 27541 , 2 ,�� �Oq.�
Owners Name Mailing Adelms
owner same
Operator Location
11/16/2012 - 12:00 PM Spray laWation Inspection (3 YR)
Date of this inspection Date or last Inspection Time Type of Inspection
Facility:
Type, size, & sewage flow in accordance with permit?
Tankage:
Risers accessible, surface water diverted?
Risers structurally sound, watertight? Type EZ
Sanitary tee in good condition, effluent filter cleaned?
Filter Type Zabel , Free of solids?
Sludge &' / scum 2", Tank a 1/3 full of solids?
Peat Blofflter-,
Type? Above Grade
Vegetation removed as needed?
No ponding of effluent/equally distributed?
Sludge disposed of in an approved manner?
Disinfection:
Type? Chlorine
Chlorine tablets in place, proper type?
Adequate contact time?
Disinfection equipment accessible, operating property?
Lagoon:
Vegetation property maintained/established. no erosion?
Adequate detention time?
Adequate Dissolved Oxygen?
Adequate algae growth?
Sludge depth , adequate reserve?
Effluent Dosing System:
Sludge depth 0", effluent appears clear?
Required pumps present, operating, and cycling properly?
High water alarm present and operating properly?
Ventlfloats/pipe/valves/dismnnects in good worsting order?
Control panel /electrical components in good condition?
Spray Fields:
Spray heads functionaltaperating properly?
No evidence of effluent reaching surface water?
No ponding in spray field?
Surface water diverted around fields, no depressions in field?
Vegetation adequate/maintained as needed?
Spray pattern free of obstructions?
Property protected, fenced?
Distribution devices in good condition, working property?
Effluent Quality:
Coliform sample results
Residual Chlorine measured
Comments:
Date:1 1/19/2012
Compliant?
Yes No REMARKS
® ❑
0 ❑
® ❑ Some screws missing, outlet riser lip
cracked
® ❑
® ❑
❑
❑
NA
❑
❑
NA, peat original to start-up
®
❑
No bridging, type unknown
❑
®
❑
❑
❑
NA
❑
❑
NA'
❑
❑
NA
❑
❑
NA
❑
❑
NA
®
❑
®
❑
®
❑
Both NWL and filter alarm OK
®
❑
Small tear in GAG-Simtech filter
gasket, minor leakage
®
❑
Need duct seal tank side.
Small saplings
Bent cedar trees partially obstructing
patterns on two spray heads
Treesilimbs on fence
NA
Please contact the Raleigh Regional Office of the Division of Water Quality for improvements or corrective actions.
919-791-4200
If you have questions regarding this inspection report, contact The Orange County Health Department, Environmental Health Division:
s; 4M _ ±5 Phlt rFialrr efaff ara npnar�lly �v�il�hla fmm R.l3 AM R Q•:i{L5 P6A1 Tclunhnnea 01a9d4_�4Rn ,..,..., ..., ,,.anw....,. ,■a

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cAwoo2g7l2 TOP.,"\

May 10, 2006
Anne L. and J. Alan Campbell
5803 Mountain Island Drive
Durham, NC 27713
Dear Mr. and Mrs. Campbell:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Fmvinmment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject; Permit No. WQ0029792
Campbell SFR
Surface Irrigation Facility
Orange County
In accordance with your permit application request received December 30, 2005 and additional
information received on February 15, 2006 and April 18, 2006, we are forwarding herewith Permit No.
WQ0029792, dated May 10, 2006, to Anne L. and J. Alan Campbell for the construction and operation of
the subject single family wastewater treatment and surface irrigation facilities. This permit shall be
effective from the date of issuance until April 30, 2011 and shall be subject to the conditions and
limitations as specified therein.
O
Please pay particular attention to the OPERATION AND MAINTENANCE REQUIREMENTS in this permit,
especially Item #4 regarding preparation of the spray field. Failure to establish an adequate system for
collecting and maintaining the required operational information will result in future compliance problems.
A permit extension shall be requested at least six (6) months prior to the expiration of this permit. Upon
receipt of the request the Commission will review the adequacy of the facility described therein and, if
warranted, will extend the permit for such period of time and under such conditions and limitations as it
may deem appropriate.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Debra Watts at [phone].
Sincerely,
Alan W. Klimek, P. E.
CC'. 'Orange County HFalth D"M ent
Raleigh Regional Office - Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files (WQ0029792)
APS Notebook files ��htt
,Nlltc
VY
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet. htWJ/h2o.enr.s1atc.nc.us 2723 Capital Boulevard Raleigh, NC 27604 Fax [phone] I-877.623-6748
Fax [phone]
An Equal opportunlVAfftmtallve Action Employer—W% Recycledl O% Poet Consumer Paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable 1 aws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Anne L. and J. Alan Campbell
Orange County
FOR THE
construction and operation of a 480 gallon per day surface irrigation wastewater treatment and disposal
systgi consisting of a 1,200 gallon septic tarilq a 3,000 gallon pump tank; a simplex irrigation pump with
control panel, station piping, pressure filter with pressure switch, float switches, and valves; a peat
biofilter pretreatment system with submersible collecting bottom; a packaged pump station to dose peat
biofilter; a tablet chlorinator; a 17,978 fig (0.413 acre) spray field with four irrigation spray nozzles
mounted on risers; and all associated piping and appurtenances, to serve the Campbell residence with no
discharge of wastes to the surface waters, pursuant to the application received December 30, 2005, and in
conformity with the project plans, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2011 and shall be subject to the
following specified conditions and Iimitations:
I. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. If this Noiect is to be completed in phases and partially certified, you
shall retain the regponsibilfty to track further construction NMroved under the same Rerinit, and
shall.provide a final certificate of completion once the entire project has been completed. Mail
the Certification to the Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699-
1636.
2. The Raleigh Regional Office, telephone number 919-7914200, shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in place inspection
can be made. Such notification to the regional supervisor shall be made during the normal
office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
3. The surface irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to surface waters, nor any contamination of ground waters, which will

v render them unsatisfactory for normal use. to the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality, such as the
construction of additional or replacement wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Perrittee of the responsibility for damages to
surface or ground waters resulting from the operation of this facility.
5. A leakage test shall be performed on the septic tank and storagetpump tank(s) to insure that any
exfiltration occurs at a rate, which does not exceed twenty (20) gallons per twenty-four (24)
hours per 1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of
compliance with this condition.
d. If excavation into bedrock is required for the installation of the septic tank or sand filter, the pit
shall be lined with a 10-mil synthetic liner.
7. A sanitary tee and filter shall be installed on the effluent pipe of the septic tank. The Engineer's
Certification will serve as evidence that these specifications have been met.
8. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215,1 and in a manner approved by the Division.
9. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
10. The following buffers shall be maintained: 40 ,
a. 400 feet between wetted area and any residence or places of public assembly under separate
ownership,
b. 150 feet between wetted area and property lines,
c. 100 feet between wetted area and wells,
d. 100 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and public right of ways,
f. 100 feet between treatment/storage units and any wells, and
g. 50 feet between treatment units and property lines.
11. The pump tank(s) shall have functional audible and visual high water alarms that are external to
any structure.
12. The disposal system shall be connected to a rain or moisture sensor that shall indicate when
wastewater application is not appropriate in accordance with Condition 11(5).
H. OPERATION AND MAINTENANCE.REOUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment -and surface irrigation facilities by the Water
.Pollution Control System Operators Certification Commission (WPCSOCC),, the Permittee
shall designate and employ a certified operator to be in responsible charge (ORC) and one or
more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC
8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as
specified in this permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover and leaf litter shall be maintained where appropriate.

4. Preparation of the spray field shall include removal of any canopy trees that may lie within five
feet of the spray heads and removal of all understory vegetation that may interfere with the
distribution of wastewater. Soil disturbance shall be minimized during removal and any tree
stumps shall not be removed but shall remain in place. The use of vehicles with high pressure
tires shall be avoided.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
6. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
7. The application rate shall not exceed a cumulative loading of 15.63 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.121 inches per hour.
8. The facilities shall be effectively maintained and operated as a non discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
9. No type of wastewater other than that from the Campbell residence shall be sprayed onto the
irrigation area.
10. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
11. The irrigation field shall be fenced with at least a two -strand wire fence.
12. Wastewater treatment units open to the atmosphere shall have restricted access and pump
control panels shall be locked.
13. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank
effluent filter shall be checked and cleaned at the same frequency of the septic tank.
b. The tablet chlorinator shall be checked every week Tablets shall be added to provide
proper chlorination.
c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the spray
heads, that the vegetative growth allows a proper spray pattern, that the soil is assimilating
the disposed treated wastewater with no surface runoff, and that no objectionable odors are
being generated,
III. MONITORING AND REPORTING RRO REMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition H(12) for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:

IF' The Permittee shall report by telephone to the Raleigh Regional Office, telephone number 919-
791-4200, as soon as possible but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, spray heads, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting
such occurrences by telephone shall also file a written report in letterform within five (5) days
following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
W. INSPECTIONS
1. Adequate inspection, :maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related to
the disposal site or facility at any reasonable time for the purpose of -determining compliance
with this permit, may inspect or copy any records that must be maintained under the terms and
conditions of this permit, and may obtain samples of groundwater, surface water, or leachate.
V. GENERAL CONDITIONS
1. This permit shall become void unless the facilities are constructed in accordance with the
conditions'of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5_ Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federai), which have jurisdiction.
4

7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation
and Maintenance Agreement" previously signed by the Permittee.
8. The Permittee shall retain a set of approved plans, specifications, and operation and
maintenance manual of the subject facility for the life of the project.
9. The Permittee shall pay the annual administering and compliance fee within 30 days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 211 .0205 (c)(4).
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of time and
under such conditions and limitations, as it may deem appropriate.
Permit issued this the 10'" day of May, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMMSSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission 4
Permit Number WQ0029792

Permit No. WQ0029792
May 10, 2006
ENGINEER'S CERTII'ICATION
Partial Final
I, _ , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Pwrnittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature Registration No.
Date
• .,
6

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OPERATION AND MAINTENANCE AGREEMENT
SINGLE )FAMILY RESIDENCE WASTEWATER TREATMENT SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s): J. Alan and Anne L Campbell
Mailing Address: 5803 Mountain Island Drive Durham, NC 27713
Facility Address: _Jimmy Ed Road, Orange County '
Disposal Method: XX SPRAY IRRIGATION p DRIP 114ain arrON
County: Orangce „ ._ Permit No.
I agree to operate and maintain the wastewater treatment system as follows:
(Check One)
1. The Penn ittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand [Above ground sand filters only].
00
c. Check one:
XX The tablet chlorinator shall be checked every week., Tablets shall be added so as to
nrnvide proper chlorination.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling; and may void the permit.
I understand the above requirements and agree to these terms as part of the issued permit.
Owner(
Notary
Notary
SFR O&
)ate:
)ate:
)ate:
Expiration:

• Orange County Health Department
u r Environmental Health Division
P.O. Box $181, 306•C Revere Road
Iiillsborough, NC 27278
*�r� r•r**`' Phone 245-2M Fax 644-3N6
www.coorangenc.us
WELL COMPLETION REPORT
Pin: 9970229912 TMBL: 2.7-8
Application Date: 0512Y2006 Permit number: W06-00136
APPLICANT: DIVERSIFIED SHELTERS CORP OWNER: CAMPBELL J ALAN
ADDRESS: P O BOX 16158 ADDRESS: $803 MOUNTAIN ISLAND DR
CHAPEL HILL NC DURHAM NC
27516 27713
PHONE. [phone] PHONE: 1
Property Desc: #A JAMES & JOHN SCHOFIELD P87/68 Lot Size: 20.66
Property Address: tapp road Facility Type: NEW WELL
Permit Type: PRIVATE WELL WW System: On -Site System
Permit Issued :06/15/2W6 ENVIRONMENTAL HEALTH SPECIALIST JRB
* REFER TO THE ORANGE COUNTY ENVIRONMENTAL HEALTH FILES FOR OTHER INFORMATION CONCERNING THE
WELL OR SEPTIC SYSTEM.
NEW OR REPAIRED WELLS MUST BE PROPERLY CHLORINATED UPON COMPLETION OF THE PLUMBING SYSTEM.
* Any future repairs made to the well most be in accordance with:
Orange County Groundwater Protection Rules as adopted by the Orange County Board of Health.
NC Well Construction Standards, as applicable and
Orange County Environmental Health Division Policies
*AFTER THE INSTALLATION IS COMPLETE, SOME SETTLING OF THE GROUT MATERIAL AROUND THE CASING MAY TAKE
PLACE. IF IT HAS SETTLED SUBSTANTIALLY, PLEASE CALL THE WELL CONTRACTOR TO CORRECT, OTHERWISE A
SHALLOW VOID (< 2 FEET) CAN BE FILLED WITH CEMENT WHEN A SLAB IS POURED.
* Comments:
WELL CONSTRUCTION INSPECTION
TOTAL DEPTH:
445
CASING DEPTH:
64
YIELDS(gym) @
WATER ZONE DEPTH (feet)
0.5 ,
265
STATIC WATER LEVEL:
25
1,
370
GROUT TYPE:
Sand Mix
4,
410
GPS #:
0,
0
LINER DEPTH:
0
WELL CONTRACTOR: ACME WELL DRILLING
APPROVED :08/30/2006
ENVIROWWrALHEALTH SPECIALIST
EH WP 4130102
Pick up _ Mail File
Reviewed

PERMIT # it706 -Mj3 6 ORANGECOUNTY TMBL: � . 7. WELL REPORT AND LOG
OWNER NAME: C to tCoe&kk a, t11 A
ADDRESS: .SiC Dj._j6a oo ar Ate'► t.3
APPLICANT NAME: 'h;
LOCATION: - ioap A4 J
PHONE:
PHONE: 9 /1
4 ""U
DRILLING CONTRACTOR:. Ai„_, Q L&1� C n� G. ...,
CERTIFIED DRILLER ON SITE:
N.C. REGISTRATION NUMBER: PHONE: 14/4
DATE STARTED- $ a:,j0� DATEECOOWLETED: 8•Ia81 O�
B-ITEW CONSTRUCTION a- SIDENTIAL WELL
❑ REPLACEMENT WELL
❑ WELL ABANDONMENT
[IRRIGATION WELL
Ob E OTHERMAL WELL
❑ OTTER
DISTANCE OF WELL FROM:
NEAREST WASTEWATER DISPOSAL SYSTEM: _f D O
NEAREST BUILDING FOUNDATION:
NEAREST PROPERTY LINE: yo
OTHER POTENTIAL SOURCES OF CONTAMINATION: 60
SPECIFY:
TOTAL DEPTH: 4�Lr WATER ZONES:
CASING DEPTH: &�_ GPM AT 445- FT.
TOTAL FLOW (GPM): ,S GPM AT 3 70 FT.
STATIC WATER LEVEL: 4tGPM AT )0 FT.
LINER DEPTH: PACKER BRAND:
SCREEN INSTALLED? SCREEN INTERVAL:
SLIT SIZE:
TYPE AND BRAND OF DRIVE SHOE USED;
TYPE AND LENGTH OF TEST FOR WELL YIELD:
TYPE AND AMOUNT OF CHLORINE USED:
COMMENTS
I CERIVY THAT ALL THE ABOVE INFORMATION IS ACCURATE AND TRUE:
RTIFIED DRILLER DATE:
S

Orange County Health Department
r a Environmental Health Division
P.O. Box 8181, 306-C Revere Road
Hillsborough, NC 27278
Phone [phone] Fax 6"-M06
www.c"Mrwe.nc.us
WELL PERMIT
Application Date: 05/23/2006
APPLICANT: DIVERSIFIED SHELTERS CORP
ADDRESS: P O BOX 16158
CHAPEL HILL. NC
27516
PHONE: [phone] /
TMBL: 2.7..8
Permit number: W06-00136
OWNER: CAMPBELL J ALAN
ADDRESS: 5803 MOUNTAIN ISLAND DR
DURHAM NC,
27713
PHONE; /
Property Dew: #A JAMFS & JOHN SCHOFIELD P87/69 Lot Size: 20.66
Property Address: tapp road
Well Type: PRIVATE WELL WW System: On -Site System
NEW WELL
Comments/Conditions:
ISSUED: 06/15/2006 EXPIRES: 06115r-011
ENVIRONMENTAL HEALTH SPEC LIST
* REFER TO THE ATTACHED SITE PLAN SHOWING THE WELL AND FACILITY LOCATIONS AND OTHER SPECIFICATIONS
* THIS PERMIT MAY BECOME INVALID AND MAYBE REVOKED IF:
* The Information submitted on the application is incorrect, falslf ed or changes,
The site is altered, or
* The weal is not completed before the expiration date.
• THE WELL SHALL BE CONSTRUCTED OR REPAIRED IN ACCORDANCE WITH:
Orange gMP-tx GroundEAjgr Protection Rules as adopted by the Orange County Board of Health.
NC Well Constntcgon Standards. as applicable and
Orange County Environmental Health Division Policies
* THE WELL SITING IS BASED ON SETBACK DISTANCES FROM KNOWN FEATURES AND DOES NOT INDICATE NOR GUANtANTEE THAT
ANY QUANTITY OR QUALITY OF WATER WILL BE PROVIDED 13Y A WELL CONSTRUCTED IN THAT AREA.
* The well must be located in well -drained areas that are not subject to flooding. Some of the setback distances include:
40 feet from any property line,
So feet from any building foundation; sewer line; swimming pool, pump room, or storage area;or storage building,
160 feet from A septic system or repair area or other potential source of contamination.
If It is not possible to achleve these distances, a reduced setback may be granted provided specific conditions are meL
* Ground surface should be maintained to direct surface water away from the well.
* Setbacks for Public Water Supplies may be increased.
* AB new or repaired wells must be thoroughly disinfected after construction. All traces of eblorine must be flushed out of the system at least 48 hours prior to
sampling-
* Water samples may betaken upon request by submitting a proper application and appropriate fees.The Orange County Health Department does not provide
water sampling for use as a condition of purchase, loan approval, or a property transaction. These services are provided by the private sector.
* Any changes to the proposed plans unk-d be approved by the OCHD
* Welis must be constructed, repaired, and abandoned by a person who holds a valid certllicadon from the State and who is also registered in Orange County
for well construction.
* A list of registered well drillers is available upon request.
* The well construction must be inspected by OCHD at certain stages during the installation.
* The permitee is responsible for obtaining the appropriate permits for the wiring of pump installations from the Orange County Building Inspections Office.
* It is the respousiblity of the well contractor to call the OCHD to Schedule the installation inspections.
* Ater the installation IS completed, some settling of the grout material may take place. If it has settled substantially, please call the well contractor to complete
the grouting -otherwise, the void can be filled with cement grout when a stab Is poured.
* The owner is responsible for marking all property now and corners. The Contractor is responsible for ensuring that the well or septic system is installed in
,the proper location and that all setbacks are met.
EH WP 413OA02 Pick up _ Mail _ Fite Reviewed

Orange County Health Department
Environmental Health Division
P.O. Box 8181, 306-C Revere Road
Hillsborough, NC 27278
Phone [phone] Fax [phone]
www.co.orange,ne.us
i R
WELL PERMIT REQUEST 1 FIELD LOG
Pin: 9970229912 TMBL: 2.7-8
Application Date: M3/2006 Permit number: W06-00136
APPLICANT: DIVERSIFIED SHELTERS CORP OWNER: CAMPBELL J ALAN
ADDRESS: P O BOX 16158 ADDRESS: 5803 MOUNTAIN ISLAND DR
CHAPEL HILL NC, 27516 DURHAM NC, 27713
PHONE: [phone] PHONE: /
.Property Desc: #A JAMES & JOHN SCHOFIELD P87/68 Lot Size: 20.66
Property Address:
Well Type: PRIVATE WELL WW System: On -Site System
NEW WELL
Comments:
neko
SHS
Notes
wva�LAI %r.'+
ova
.� - ins~ s ME
* OTHER:
LAN WP 4130102 Pick up ,Mail _ File _ Reviewed_

APPLICANT'S NAME .. ) f`S 1 `El e-d . �e- .i &0r_9 TMBL
a .
.• D-rancaeZounty Health
::: • »_Enrir�c_m'entai
Departrnent .,,o• ,
Health Divolsol6h mot. , ,'-
� a4ft
APPLICATION FOR PERMITS
Improvement Permits
Construction Authorizations
Existing Well/Septic System Inspections
Well Permits
This application is used to apply for any or afl of the above permits or authorizations.
The form must be rifled out completely and accompanied with payment before services
can be initiated
Completion of this form does not imply or guarantee any permit will be Issued or an
authorization granted. Please be sure all the information is correct as the Information
you provide will guide the staff In the evaluation and permitting of your property. any
permit may be suspended or revoked ff the information is falsifled, incorrect or If the
site Is aftered after the permit/authorization is issued.
Orange County Health Department, Environmental Health Division
P.O. Box 8181, 306-C Revere Road
Hillsborough, NC 27278
PHONE: [phone] FAX: 919.644,3006
www.co.orangemc.us
APPLICATION #: PIN #: _
DATE DECEIVED: OCIsD CONFIRMED -
REVIEWED BY: - - ASSIGNED -
NOTES:,

APPLICANT: .
ADDRESS .O
PHONE NUMBER 7 V -
LOT SIZE,&WDIVISION 1 LOTH
PARCEL ADDRESS:
PROPERTY OWNER:. I~1Q
ADDRESS
PHONE NUMBER atj9-' JIS/"
DATE LOT RECORDED
DIRECTIONS I LOCATION:
Is this application for: ❑ NEW ❑ REPAIR ❑ EXPANSION ❑ RENE [3SUBDIVISIONIRECOMB.
For a: 05INGLE FAMILY DWELLING Si=e X� Number of Bedrooms Number of occupants
P TMENTIE I
❑BUSINE _R
Please describe the business, mmber Qjempkuw.% square footage, eec Uae aorta chments if nec =try.
TYPE OF WATER SUPPLY PLEASE CHECK IF APPLICABLE- REQUESM SYSTEM -TYPE:
❑ PUBLIC ❑ BASEMENT WITH PLUMBING ❑ CONVENTIONAL
❑ PRIVATE WELL ❑ WASTEWATER OTHER THAN SEWAGE GENERATED ❑ OTHER (SPECIFY]
❑ COMMUNITY WELL ❑ PROPERTY CONTAINS DESIGNATED WETLANDS
❑ OTHER SITE IS SUH.iECT TO APPROVAL BY OTHER AGENCY
Check All Sections That Apply ❑ FACILITY WILL HAVE A GARBAGE DISPOSAL OR WATER SOFTENER
❑ WELL Pa i - Nb-w
❑ WELL PERMIT - RENEWAL I ALTERATIONS t R1rVISTt
U
$ 230
S I04
CNECKUST THE FOLLOWING ARE REQUIRED BEFORE PROCESSING THIS APPLICATION FOR A WELL PERMIT:
a A SITE PLt&N OR PLAT MUST BE PROVIDED SHOWING: THE LOCATION ANY STRUCTURES, PROPOSED
ADDITIONS, EXCAVATIONS OR OTHER IMPROVEMENTS; AND PROPERTY LINES.
a THE EXISTING AND PROPOSED PROPERTY LINES AND CORNERS MUSE BE CLEARLY MARKED.
F] EX ISTIN G VVE LL I i + OR IZATION S EC Ti ON #
[] EXISTING SEPTIC SYSTEM IntSPEGTiON WITH NO INCREASE IN ii! TEi+iOW $ 100
DESCRIP'TiON OF PROPOSED CHANGES l REASON FOR INSPECTION:
ORIGINAL OWNER
SYST m IS: ❑ IN usE or ❑ VACANT since idew
SST THE FOLLOWING ARE REQUIRED BEFORE PROCESSING THIS APPLICATION FOR AN INSPECTION:
o A SITE PLAN OR PLAT MUST BE PROVIDED SHOWING: THE LOCATION OF ANY STRUCTURES, PROPOSED
ADDITIONS, EXCAVATIONS OR OTHER IMPROVEMENTS; AND PROPERTY LINES.
o FOR ADDITIONS, A COPY OF THE FLOOR PLAN MUST BE SUBMITTED FOR REVIEW.
o EXISTING PROPERTY LINES, CORNERS, AND LOCATION OF PROPOSED STRUCTURES MUST BE CLEARLY
MARKED ON TILE SITE.
❑ MOBILE HOME SPACE RECOMEGTION WSFECnON-PER SPACE
CHECMU THE FOLLOWING ARE REQUIRED BEFORE PROCESSING THIS APPLICATION FOR AN INSPECTION:
o A SITE PLAN OR PLAT MUST BE PROV3 DED SHOWING: THE DM=IONS AND LOM,ON OF THE
PROPOSED MOBILE HOME.
o THE CORNERS OF THE PROPOSED HOME MUST BE CLEARLY STAKED ON THE SITE.
o A COPY OF THE FLOOR PLAN MUST BE SUBMITTED FOR REVIEW.
OCHD 02105

1-1 SITE
EVALUATION IMPROVEMENT
w PERMIT
❑ 111dFR6VEMENT PE
RlN1T (Up to 600 GPD) NUMBER OF SfTES X $ 310 PER SITE
7IN DUAL LOT p SUBDIVISION* 13 RECOMBINATION• 0 EXISTING SYSTEM ❑ EXPANSIONp
SITE REVISIT TO REISSUE OR MODIFY A VALID IMPROVEMENT PERM IT(Up to 600 GPD) $ 100 PER SITE
EACH jLITE EV L A TWN CMZN- UPTOJACRES FLOWS OVER 0 GPD IIE UIREA ITIONAL FEES.
o A Sg1TE PLAN OR PLAT SHOWING THE EXISTING AND PROPOSED PROPERTY LINES WITH DIMENSION'S
AND THE LOCATION OF ALL PROPOSED STRUCTURES, ADDITIONS, OR IMPROVEMENTS WITH LAIMFn
SETBACKS.
o EXISTING AND ANY PROPOSED PROPERTY LINES / CORNERS MUST BE CLEARLY MARKED ON SITE.
a THE APPLICANT IS RESPONSIBLE FOR MAKING THE SITE ACCESSIBLE FOR THE EVALUATION.
o FOR NON SINGLE-FAMILY DWELLING APPLICATIONS, ADDITIONAL INFORMATION TO DETERMINE WASTE
FLOW AND CHARACTERISTICS WILL BE REQUIRED.
o *FOR SUBDIVISIONS & RECOMBINATIONS, A CONCEPT PLAN APPROVAL OR A PLAT PREPARED BY A
l%VKvt;v0R-
Li
❑ AUTH(
CONSTRUCTION AUTHORIZATION #
)RIZATION TO CONSTRUCT FOR NEW CONSMUC'TION OR EXPANSION S 160 (Up to 600 GPD)
❑ SITE REVISIT TO REISSUE OR MODIFY A VALID CONSTRUCTION AUTHORIZATION S 100 (Up to 600 GPD)
.THE FOLLOWING ARE REQUIRED BEFORE PROCESSING TH UIC TION FOR A
CONSTRUCTION j&UTHORIZATIDN;
o A EMR PLAN OF THE STRUCTURE MUST BE SUBMITTED.
o A SITE PLAN OR PLAT MUST BE PROVIDED SHOWING: THE LOCATION OF THE PROPOSED STRUCTURES,
DRIVEWAYS, ADDITIONS, EXCAVATIONS OR OTHER IMPROVEMENTS; PROPERTY LINES; DIMENSIONS;
AND SETBACKS TO REFERENCE POINT'S.
o THE EXISTING AND ANY PROPOSED PROPERTY LINES / CORNEAS MUST BE CLEARLY MARKED ON STTE.
o THE LOCATION OF PROPOSED STRUCTURES AND IMPROVEMENTS MUST BE STAKED ON SITE.
LOINS OVER 600 GPD REQUIRE,, I42D9TI0NAL EERS.
TOTAL AMOUNT DUE $ RECEIPT N rr Q rX!j-3
IF THE RESULTING EWXY IS >600 GM EQ—R N C WASTEWMER SYSTEMS. D RM E
NECESSARY,CHECK 3WH ENVIRONMENTAL HEALTH TO DISCUSSTHE AMOM OF ADDM&AL FEES.
THIS APPLICATION MUST BE SIGNED SY THE CURRENT OWNER OF THE PROPERTY OR THE OWNER'S LEGAL
REPRESENTATIVE (eg. SPOUSE, POWER OFATTQRNEY, EXECUTOR, OR PERSON WHO HAS ENTERED INTO
CONTRACTOR LEASE WITH THE PROPERTY OWNER) .
ONL Y ORIGINAL SIGNATURES (NO FAKES) CAN BE ACCEPTED.
I AM THE PROPERTY OWNER OR THE PROPERTY OWNER'S LEGAL REPRESENTA TIVE
1 HAVE READ THIS APPLICATION AND AUTHORIZE THE OCHD TO ENTER THE PROPERTYAND PERFORM THE
SERVICE(S) REQUESTED.
OWNER;

GENERAL INFORMATION
❑ PERMITS I AUTHORIZATIONS ARE SUBJECT TO REVOCATION IF THE SITE PLAN, PLAT, OR INTENDED USE
CHANGES OR IF THE SITE IS ALTERED. SUBSEQUENT CHANGES TO THE SITE PLAN OR INFORMATION ON
THE APPLICATION WILL REQUIRE A NEW APPLICATION AND ADDITIONAL FEES
El NO REFUNDS WILL BE GIVEN FOR SERVICES THAT ARE ALREADY RENDERED OR INITIATED.
© PAYMENT AS INDICATED IN THE INDIVIDUAL SECTIONS MUST ACCOMPANY THE APPLICATION IN
ORDER TO PROCESS THE APPLICATION AND SCHEDULE A FIELD VISIT BY STAFF
0 A WELL PERMIT OR A CONSTRUCTION AUTHORIZATION MUST BE ISSUED PRIOR TO ANY
CONSTRUCTION OR REPAIR OF A WELL OR A WASTEWATER SYSTEM.
❑ A FINAL INSPECTION OF THE WELL AND WASTEWATER SYSTEM MUST BE COMPLETED AND APPROVED
BY THE OCHD STAFF PRIOR TO PLACING EITHER INTO USE OR OCCUPYING A NEW HOME.
0 YOU MUST CONTRACT WITH A WELL CONTRACTOR WHO IS REGISTERED IN ORANGE COUNTY AND
HOLDS A VALID CERTIFICATION FROM THE STATE OF N.C. (A LIST IS AVAILABLE)
❑ YOU MUST CONTRACT WITH A SEPTIC CONTRACTOR WHO IS REGISTERED TO INSTALL OR REPAIR
SYSTEMS IN ORANGE COUNTY. (A LIST IS AVAILABLE)
❑ EVERY APPLICATION FOR A CONSTRUCTION AUTHORIZATION MUST BE ACCOMPANIED BY EITHER A
VALID IMPROVEMENT PERMIT OR BY AN APPLICATION FOR AN IMPROVEMENT PERMIT.
❑ ANY CHANGES THAT ARE PROPOSED FOR AN EXISTING PERMIT REQUIRES A NEW APPLICATION.
❑ FOR AN IMPROVEMENT PERMIT, IF A HOUSE SITE OR PROPOSED SEPTIC SITE IS NOT DESIGNATED ON
THE SITE PLAN, ONE WILL BE ASSIGNED BY THE OCHD STAFF.
EXPIRATION OF PERMITS / AUTHORIZATIONS
WELL PERMITS 4 YEARS
EXISTING WELT../SYSTEM AUTHORIZATIONS b MONTHS
IMPROVEMENT PERMITS 5 YEARS (WHEN A STTE PLAN IS SUBMITTED)
NO EXPIRATION (WHEN PLAT' IS SUBMITTED)
CONSTRUCTION AUTHORIZATIONS S YEARS MAXIMUM OR WHEN ACCOMPANYING
UVIPROVEMENT PERMIT FIRES WHICHEVER COMES
FIRST.
`Plat— prepared by a RrSbtered land Surveyor to a scah: of I" — 60' showing the faco*. appafrtenances• sits for the septic system, crater supplies,
and surface water. Or an approved and recerded subdivision plat accompanied by a site play drawn to scale.
ti
NOTES:
OCHD 02/05

Orange County Health Department
" r Environmental Health Division
I COO P.O. Box 8181, 306-C Revere Road
Hillsborough, NC 27278
Phone [phone] Fax [phone]
www.co.orange.nc.us
NOTICE OF IMPROVEMENT PERMIT DENIAL
Parcel Pin: 9970229912 TMBL: 2.7..8
Application Date: 05MV2005 Application #: IP05-00281
Applicant: DIVERSIFIED SHELTERS CORP Owner: CAMPBELL J ALAN
Address: P O BOX 16158 Address 5803 MOUNTAIN ISLAND DR
CHAPEL HILL NC 27516 DURHAM NC 27713
Phone: [phone] Phone:
Property Desc.: #A JAMES & JOHN SCHOFIELD P87/68 Lot Size: 20.66
Prop Address: 9333 TAPP RD
In response to an application dated 05/02/2005 , the Orange County Health Department conducted a soil/site evaluation on the referenced
property: According to the application, the proposed facility would have required a system with a design waste flow of 480 gallons per
day.
This evaluation was performed to determine if the property meets the minimum site criteria for the installation of a ground absorption
sewage treatment and disposal system as defined in Article I of Chapter 130A of the General Statutes of North Carolina and the Rules for
Sewage Treatment and Disposal Systems as adopted by the Orange County Board of Health.
Based on the site evaluation, the proposed site was determined to be UNSUITABLE for installation of a ground absorption sewage
treatment and disposal (septic) system. A copy of the site evaluation is enclosed. The site is classified unsuitable based on the following:
1: [NOT -Met] The site contains soil characteristics (texture, structure, or mineralogy) that are unsuitable for a wastewater
system. (.1941)
2: [NOT -Met] The site does not have sufficient depth of suitable or provisionally suitable soil above an unsuitable horizon. (.1943)
3: [NOT -Met) The site does not have adequate space of provisionally suitable soil to accommodate a wastewater system (and
repair area if applicable). (.1945)
The site evaluation was conducted considering possible site modifications and alternative, modified, and innovative systems. However,
due to the limitations of the site evaluated, and based on the evaluation results to date, we have determined that none of the options can be
implemented to reclassify the sites from UNSUITABLE to SUITABLE or PROVISIONALLY SUITABLE. Therefore, the request for
an improvement permit is denied. The following are options that may be available to you:
1. Evaluate more property. As per the Orange County Health Department Policy and Procedure, if your parcel is greater than 2 acres,
only a two acre portion is considered per application. If you wish to have more property tested, you can make application for further
evaluations. Also, adjacent or surrounding properties may be evaluated to determine if an easement or property recombination is tcasible.
2. Hire a soil consultant. Another option would be to hire a private Licensed Soil Scientist to evaluate the remainder of the property. If
the soil scientist finds an area, you may submit another application for an improvement permit accompanied by the soils report with a map
identifying the area. A list of soil scientists is available upon request.
3. Hire an engineer consultant. You may wish to obtain the services of a private engineer, soil scientist, or geologist to collect
site -specific data and submit such data and a system design to the health department for a technical review in accordance with .1948 (d).
A site may be reclassified to provisionally suitable provided that written documentation, including engineering, hydrogeologic, geologic,
or soil studies indicate to the health department that a proposed septic tank system can reasonably be expected to function satisfactorily
and in accordance with .1948 (d).
4. Consider non -conventional system alternatives. The site may be a candidate for possible site modifications or tem alternatives.
EH 1P 11/11103 Pick up — Mail, File V Reviewed

t
Some options that should be considered by your consultant may include: pretreatment, experimental and innovative systems, off -site
systems, modified systems, incinerating and chemical toilets, privies, as well as systems regulated by the State such as spray irrigation,
NPDES (discharge), or surface drip systems. Where applicable, a connection to the municipal sewer system may bean option.
5. Revise your application. In some cases, you may be able to revise your proposal to satisfy conditions to allow the issuance of a
permit. Examples include, reducing the proposed waste flow by eliminating bedrooms or revising a floor plan, proposing a different type
of facility, relocating the structures or improvements to other areas of the lot. Generally you will be advised if this is the case.
6. Request a supervisory review. You have the right to a supervisory review of this decision by the Environmental Ilea]th Supervisor and
Soil Scientist of this Health Department and also by the Regional Soil Scientist of the North Carolina Department of Environment and
Natural Resources. If you wish to have the site reviewed, please request this in writing addressed to: Environmental Health Supervisor,
Orange County Environmental Health Section, 306-C Revere Rd., Hillsborough, NC 27278.
7. Submit a formal appeal. Finally. you have the right to a formal appeal to the Orange County Board of Health. The Orange County
Health Director will take your case before the Board. It should be noted that the purpose of an appeal is a review of the interpretation and
enforcement of the regulations. An appeal is not a request for a variance of the regulations. The appeals procedure is as folinws:
.1965 APPEALS PROCEDURE
13OA-24 (b) (c) (d) Appeal to Orange County Hoard of Health. Policy adopted by Board of Health on April 26, 1984 and incorporated in Board's By -Laws:
(a) Appeals concerning the interpretation and enforcement of rules adopted by the Orange County Board of Health and concerning the imposition of administrative
penalties by the Orange County Health Director shall be conducted in accordance with sections (b) and (c) of this rule. 71m aggrieved person shall give written notice of
appeal to the orange County Health Director within 30 days of the challenged action. The notice shall contain the name and address of the aggrieved person. a description
of the challenged action and a statement of the reasons why the challenged action is incorrect. upon filing of the notice, the Orange County Fleaith Director shall, within
five working days, transmit to the Orange County Board of Health the notice of appeal and the papers and materials upon which the challenged action was taken.
(b) The Orange County Baud of Health shall hold a hearing within 15 days of the receipt of the notice of appeal. The board shall give the person not less than 10 days
notice of the date, time and place of the hearing. On appeal, the board shall have authority to affirm, modify, or reverse the challenged action. Mic On. County Board
of Health shall issue a written decision based on the evidence presented at the hearing. The decision shall contain a concise statement of the reasons for the decision.
(c) A person who wishes to contest a decision of the Orange County Board of Health under subsection (b) of this section shall have a right of appea I to the Orange County
District Court within 30 days after the date of the decision by the board. The district court may affirm, modify or reverse the decision of the Board for the reasons stated in
N.C.G.S. 150E-51. Judicial review of the imposition of administrative penalties shall be de novo by the district court without a jury.
Please call or write this office if you have questions or need additional assistance.
Addltonnl Comments:
12 &um�
Environmental Health Specialist Date
EH 1P 11/11103 Pick up — Mail — File Reviewed

This map contains parcek prepared fat the lmwdwy of real properly within N
8� orange County and is compiled from Mowded deed. plels, and o0w public
records and dale. Users of this map are hemby nodgad that the aforenrsntlaned
public primary irdommfion sources should be ampAled for vedBealion of the .� .2Vr10
inbmuooa wnlained on Ihis map. The county and its mapping companies assume
�^�+ no legal responstft fat the IdOffrdBan conmined on this map.

Parcel Pin: 9970229912 Orange County Health Department TMBL: LIS
Environmental Health Division
P.O. Boer 8191, 306-C Revere Road
Hillsborough, NC 27278
Phone 9MI45-2360 Fax 919-6" 3006
www.eo.orange.ne.rrs
Application Date: 05/02/2005 Soil I Site Evaluation Field Sheet Activity #: IPos4ou1
Applicant: DIVERSIFIED SHELTERS CORP Owner: CAMPBELL J ALAN # Bedrooms Requested; 4
Address: P O BOX 16159 Address 5803 MOUNTAIN ISLAND DR GPD requested: 430
CHAPEL HILL NC 27516 DURHAM NC 27713 Lot Size: 20.66
Prop Dm: #A JAMES & JOHN SCHOFIELD P117/68
SOIL
BORING PROFILE INFORMATION
Factors
Rule
1
2
3 1 4
5 6
7 8 9 10
andscepe Position
.1940
lope (°Ia)
.1940
Z
Z
.iy4
Texture
.1941(a)(1)
KL
5l-
Consistence
.1941
Structure
.1941(a)(2)
Clay Mineralogy
.1941(a)(3)
Texture
.1941(a)(1)
�,
G
Consistence
.1941
'
+
r
Structure
.1941(a)(2)
r.A -�A
143
Clay Mineralogy
.1941(a)(3)
Q arizoii 3 De .t
9 3
,l
,
" '
Texture
.1941(a)(1)
G
Consistence
.1941
;
Structure
.1941(a)(2)
Clay Mineralogy
.1941(a)(3)
` oe)zon 4 Dep,i,
Texture
.1941(a)(1)
Consistence
.1941
Structure
.1941(a)(2)
Clay Mineralogy
.1941(a)(3)
Soil Wetness
.1942
Restrictive Horizon
.1944
a rolite
.1943/.1956
Useable Soil Depth
' l i
Profile Classification
.1948
�.
� .
u 7
LIAR (gpd/ft2)
.1955
vailable Space
1.1946 It,f
'Indicates Reclassified PS per .1956 .1957 .1969
ite Classification
_1948
LAte
Primary System LTAR
I
System Type I
PS Soil Depth (in.)
e air System LTAR
I
System Type I
PS Soil De th (in.)
EMIP 4130102 Pick up_ Mail — File Reviewed

orOrangeCounty Health Department
'� Environmental Health DlvWwn
P.O. Haas 8181, 306-C Revere Road
'�`• �•`�'� Hillsborough,.NC 27M
Phone [phone]M Fax [phone]
wwwxe.orange nc.us
NOTICE OF INCOMPLETE APPLICATION
Parcel Pin: 9970229912 TMBL: 2.7..8
Application Date: 05/02=5 Activity #: IPOS-00281
Applicant: DIVERSIFIED SHELTERS CORP Owner. CAMPBELL J ALAN
Address: P Q BOX 16159 Address 5803 MOUNTAIN ISLAND DR
CHAPEL HILL NC 27516 DURIIAM NC 27723
On 05/02i201}5 , this office has received an application for this property for activity #205-00281
We are unable to complete the processing of this application at this time and ask that you provide the following
information within 60 days in order to complete the process.
1: [NOT -Met] property lines and corners need to be clearly marked on the site.
2: [NOT -Met] Brwh or vegetation needs to be cleared from the proposed septic system area to allow for a
complete evaluation of the site.
If the information needed is not received or we are not notified byOSL7112i105 , the application will considered
incomplete and void. In order to activate the application after it becomes void, you will need to make a new
application and new fees will apply. No fees will be refunded for services already rendered or initiated.' If you
have questions regarding this notice, please contact this office.
Comments:
to 7 /0!S
Environmental Health Specialist Date
g �Z -a5
,Elf !p 4✓ am Pick up — NO , File Reviewed

it
WELL PERMIT
& APPLICATION
PIN # . I _I /U -
APPLICANT; cy
ADDRESS fijF"r Tp d'
lell.e n'! ,
PHONE NUMBER a2YJ—
DIRECTIONS I LOCATION
Orange County Health Department
Environmental Health Division
P.O. Box 9181, 30&C Revere Road
Hillsborough, NC 27278
PHONE: [phone] W8-7331 227.2031
EXTENSION 2360 FAX 844-=6
PROPERTY OWNER:
ADDRESS
LOT SITE SUBDIVISION 1 LOT#
vo h-o A 40&-.
Check an?. W{HEW WELL ❑ REPLACEMENT WELL ❑ ABANDONMENT ❑ REPAIR ❑ WELL LINER ❑PERMrr RENEWAL
Check One: (?RESIDENCE ❑BUSINESS ❑1R16GATION QGEOtFtERMAL
QOTNER (DESCRIBE)
SYSTEM © PUBLIC SEWER ❑ OTHER
IF YOU HAVE A PREFERRED LOCATION FOR THE PROPOSED WELL, PLEASE INDICATE BY SKETCHING A SITE PLAN ON THE BACK
SHOWING ANY EXISTING STRUCTURES, SEPTIC SYSTEMS, UNDERGROUND STORAGE TANKS ETC.
PAYMENT MUST BE INCLUDED WITH THIS APPLICATION TO COMPLETE THE SERVICE&
❑ WELL PERMIT FEE $140
o THE EXISTING AND ANY PROPOSED PROPERTY ONES / CORNERS MUST BE CLEARLY MARKED,
O THE WELL PERMIT MUST BE ISSUED BEFORE CONSTRUCTION OF THE WELL BEGINS.
o A WELL CONSTRUCTION INSPECTION MUST BE CONDUCTED, AND THE WELL APPROVED BY THE OCHD BEFORE
PLACING THE WELL INTO USE
THE OCHD TO ENTER THE PROPERTY AND PFRFnJQU T uF cFRv1r_j= ucni =L-=,n
THIS PERMIT SHALL BE VALID FOR A PERIOD OF 5 YEARS FROM THE DATE OF ISSUANCE
OTHER PERMIT CONOITIONS:
REFER TO THE ATTACHED SITE PLAN SHOWING THE WELL. AND FACILITY LOCATIONS AND OTHER SPECIFICATIONS. THE WELL SHALL
BE LOCATED AND CONSTRUED IN ACCORDANCE WITH ORANGE COUNTY GROUNDWATER REGULATIONS. THE WELL
CONTRACTOR SHALL BE REGISTERED TO CONSTRUCT WELLS IN ORANGE COUNTY. UNLESS OTHERWISE SPECIFIED, THE
FOLLOWING MINIMUM SETBACK DISTANCES SHALL BE MAINTAINED:
• SEPTIC SYSTEMS (INCLUDING REPAIR AREAS) 10OFT
• BUILDING FOUNDATIONS, WATERTIGHT SEWER LINES, OR OTHER SOURCES OF CONTAMINATION SOFT
• PROPERTY LINES ,LOFT
THE WELL SITE DESIGNATED IS 13AS ON SETBACK DISTANCES FROM KNOWN FEATURES AND DOES NOT INDICATE NOR
GUARANTEE THAT ANY U TITY OR QUAIJ O WATE E PR MDED BY THE SITE CHOSEN.
7-- (F-M r.r —/� —CIS' DATE
ISSUED NVIRONMENTAL HEALTH SPECIALIST DATE EXPIRES
• : a
DEPTH CASING DEPTH $ _ _ STATIC WATER
YIELDS t _ WATER ZONES f D1 ' �. GROUTTYPE SA009 A tib�
LINER DEPTH GPS FILE #
WELL DRILLERICONTRACTOR 14tsb 3,0 Aj WELL
DATE ENVIRONMENTAL HEALTH SPECIALIST

PERMIT # 3S Q ORANGE COUNTY TMBL:,l.
Z WELL REPORT AND LOG
OWNER NAME: I PHONE: 245-
ADDRESS:
APPLICANT NAME: o�nF. PHONE: A*m€,
LOCATION:
DRILLING CONTRACTOR: _ a so" fol i11--
CERTIFIED DRILLER ON SITE: �a&ihl it -rAl
N.C. REGISTRATION NUMBER:
PHONE: SC 77- 3 70 9
DATE STARTED: 6 - 15- i9l DATE COMPLETED: t -may.
❑ NEW CONSTRUCTION
❑ REPLACEMENT WELL
❑ WELL ABANDONMENT
DISTANCE OF WELL FROM:
St E S IDENTIAL WELL
[IRRIGATION WELL
GD EOTHERMAL WELL
OTHER
NEAREST WASTEWATER DISPOSAL SYSTEM: „ 06 k
NEAREST BUILDING FOUNDATION: yes }-
NEAREST PROPERTY LINE: '+O +
OTHER POTENTIAL SOURCES OF CONTAMINATION:
SPECIFY:
TOTAL DEPTH: JS,__ S WATER ZONES:
CASING DEPTH: $4 �. _I_GPM AT &LT FT.
TOTAL FLOW (GPM): l aal GPM AT FT.
STATIC WATER LEVEL: Xr GPM AT FT.
LINER DEPTH: PACKER BRAND:
SCREEN INSTALLED? SCREEN INTERVAL: SLIT SIZE:
TYPE AND BRAND OF DRIVE SHOE USED: 54 2r yr rJ
TYPE AND LENGTH OF TEST FOR WELL YIELD:
TYPE AND AMOUNT OF CHLORINE USED:
COMMENTS
I CERTIFY THAT ALL THE ABOVE INFORMATION IS ACCURATE AND TRUE:
11
CERTIF D DRILLER DATE:

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ORMGE COlA4'ZY HEALTR DEPARTMNT1
/ ,j
14ORK ORDER• / _% TVJNSHIP
TX MAPAw
MANE
PBRS
DI^.rr
Preliminary Tot rvaluation a•
Coil Analysis 4f99d ? /
Ir^prove rent Permit Inspection
Certification of Completion Inspection
'-----VIIFJwE Or Pr-QU':5T is to deteviine suitahiiity for ground absorption sewage �.
,lisoosal •syste„►.
Sl'ECY�'ICATIG'?? f?^ Pnr?I'f►5::=, �T^+JCTiIrr:
BLOCK #
. „M A IV
1
OS ATNO M51) AC"vT :
(This eii;nvture indicates pe . isQic+n has beeii granted to enter
property for pur-
nosas autiorizn�' by tttiv ;dorls or•l.er. )
P17 SUMM OF !z,1nVICT4• :
f
P70Pj 'rTY PASS'-:'_} FROPMRTY DID NOT PASS
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IMPROVEMENT PERMIT
Orange County Health Department
Ert*mmsjtd Health Division
(NOT TO BE USED TO OBTAIN A Ia °• B= 8181• 30" Revers Road
BUILDING PERMIT] Hutstr ough, NC 27274
PHONE: [phone] W-MI W9.7=1 22T,2031
PIN s EXTENSION 2360 FAX 844.3Q
TMBL
APPUCANT. 99 !?ROPEIM OWNER: A
ADDRESSADDRESS
PHONE NUMBER o?yf` 40 53 LOT SIZE"SU9DMSIONILOT#
0lATELOTRECOl�E13 DIRECTIONS LOCATION I?� Y[�YrGL,gowc, -Y4. -
H dOJ A.4 r ci
-
Mri+IEW SYSTEM ❑ AIR ❑ ExPANSION OREVEuvA,L p 0mSION # 0 SITES 2
NUMBER OF BEDROOMS NUMBER OF OCCUPANTS
(PLEASE t]ESCRIBE)
DESCR PTION I SIZE OF THE STRUCTURE
TYPE QEwaTE_R gU�pMMIJ CHECK IF AFEUGARLE
❑ PUBLIC ❑ 9ASEINEHT WITH P miNG
wAmATE WELL © wA3TEVYATER onm THAN SEWAGE TO BE GQ041ATED
❑ COMMUNITY WELL ❑ PROPERTY CONTAINS DESIGNATED WETLANDS
M// n ar. a rLR1V A1W 1 A7MeNT MUST 8E INCLUD9D WITH THIS APPUCA77Oh170 COMP! E7I= THE SERWCES.•
i>rTSlr>: EVALUATION I IbAPRpVI=MEIYi PE=mr $ 190.00 PER SITE ONCLUDES LAYOLM.
EACH WM EVA MTWN CWYsrsrs OF UP TO 2 ACRE$, OR UNTL A SWAKEARFA HAS 8EBV XIEW7FM
a THEMMINGAND ANYPROPOMFROREMLINEs1CORNERS AFUSTHE"CLEARLYAURKEIL
o A -*M PLAN OR PCATIIfa MPROVIDED SHOIMNG THE EXMnNe AND PROPOSED PROPERTYLINES WM DIUMMONs
AND THE LOCATION OFANY PROPOSED STRUCTURES OR 1WROVEWffM
1HA �RFAD71945 ANLd 7NECCMTO&MMThIEPROPSMAWPSVMUTHE SER14CEREQUESTED.
OWN DATE:
F%CrCK 1 U IMP- A r rAGMED. USURVEYM PLAT OR MSITE PLAN FOR THE LOCATION"OF THE DI SIGNATED AREA
THIS PERMIT SHALL BE VALID: ❑ WIi}[OlIT I} TION r • 13FOR A PERIOD OF 8 YEARS FROM THE DATE OF ISSUANCE
11ti►AS7`EFLOHII '. �,GPD TYPtR LIAR 1-3 laP0IFr P.S. SOIL DEF*fi i ZT, NCHES
THERE MAYBE arHER TYPES OF SYSTEMS VM CH ARE APPLICABLE FOR TM SITE
tiiE APK)COV FOR AN AUTHORI2 MN Teo CCNBi'R= MuSr SFWFY THE SYSTEM TTO � SMERED.
OTHER PERMIT CONDITIONS: NEED' LAYc:, J, , /!J//�y��v,`x`L�' Imo"[
LISE
£DiJ�'
•AC01V4TRUC77ONAU:lKW=71ONMUSTagaSUEdPl4IOgTOIMISSUANCEOF7NESUZIMINGPERWTAND BMW ANY
CtlNSTRUC7lON, OR SYSTEpf WSTALLAWN CAN C07fMEN=
71<lIS PERINT 13 SUBJECT TO MM 174W IF THE SITE PLAID PLAT, OR USE CHANGES Oq 1F THE SITE IS ALINFE .'
od
CATEI
ENVIRONMENTAL HEALTH SPECIALIST

DEPARTMENT OF ENVIRONMENT,
.
HEALTH & NATURAL RESOURCES
SHEET OF
DIVISION OF ENVIRONMENTAL, EWALTS
. _
COUNTY: ORANGE
..
PROPERTY L.D. #
SUBDIVISION:
TAX #:
SECi7ON/PHASE.-
FACT RS y
3
PROF=
LANDSCAPE PO 71ON .
.lg40
4 6 6 7 9 � !0
SLOPE {%}
.]9e40
HORIZON I DEPTH. .1943
4-�
D -�
TEXTURE . .
,1941 (a)(I}
. s
sic
CONSISTENCE .1941 '
STRUCTURE .1941(a�)
CLAY MINERAALOCy .I941(a)(3)
HORIZON Z DEPTH- .I943
.
TEXTURE .1941 (axI)
_
CONSISTENCE .194I
STRUCTURE j19441(a}(2).
CLAY MINERALOGY .1941 {a)(3)
HORIZON 3 DEPT�I .1943
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TU . l941 {axl
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CONSISTENCE
P6
STRUCTURE ,194I. (ate)
CLAY MINERALOGY I941(aK3)
HORIZON 4 DEPTH .1943
TEXTUR$ .1941(axl)
,
CONSISTbTICE. .,ag4I
STRUCTURE
CLAY MINERALOGY .1941(a)(3)
SOIL WETNESS .1942
RESTRICTIVE H OWZON .1944
SAPRQLITE - .1943/.1956
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CLASSI1:lCATIox .
3�1 3
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L. T. A. R. {gpd/fi2} .1955 P S
Id S 10157
P S PS
OTHER I+AC70RS (.1945):
. 3 3 ,3
. 3 , 3
,
AVAILABLE SPACE (.1945):
SITE LTAR (gpdV);
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SITE CLASSIFICATION { 1948): S
SYS7EM
EYAI.UATED BY:
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Item 001154

ALAN & ANNE CAMPBELL
CONVERSION TO E—Z TREAT SYSTEM
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VICINITY MAP
COPYRIGHT 0 2021
PROJECT No. A88201.00
501 LOST WAY
HURDLE MILLS, NC 27541
PIN #: 9970229912
SCHEDULE OF DRAWINGS:
C-100
COVER SHEET
C-101
GENERAL NOTES
CA 02
SYSTEM SCHEMATICS &
MAINTENANCE SCHEDULE
CA 03
EXISTING OVERALL SITE PLAN
CA 04
EXISTING SYSTEM LAYOUT
C-105
PROPOSED SYSTEM LAYOUT
CA 06
TREATMENT SYSTEM DETAIL KEY
CA07
DOSING CALCULATIONS
D-101
DETAILS 1 OF 7
D-102
DETAILS 2 OF 7
D-103
DETAILS 3 OF 7
D-104
DETAILS 4 OF 7
D-105
DETAILS 5 OF 7
D-106
DETAILS 6 OF 7
D-107
DETAILS 7 OF 7
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GENERAL NOTES
SITE RESTORATION
1.
CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND SUBCONTRACTORS. CONTRACTOR IS ALSO RESPONSIBLE FOR FIELD VERIFYING DIMENSIONS, ELEVATIONS, AND LOCATIONS OF
1. BACKFILL WITH SUITABLE LOOSE MATERIAL (SANDY LOAM TO SANDY CLAY LOAM) FREE OF LARGE OR
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ALL EXISTING CONDITIONS AND UTILITIES.
DAMAGING OBJECTS, SEED AND STRAW BACKFILLED AREAS (OR SOD WHEN REQUIRED).
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2.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING SYSTEM IN ACCORDANCE WITH ALL STATE & LOCAL REGULATIONS & POLICIES.
2. PROVIDE EROSION PROTECTION FOR BACKFILL MATERIAL IN ACCORDANCE WITH STATE AND COUNTY
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3.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
STANDARDS AND MAINTAIN UNTIL PERMANENT PROTECTION IS ESTABLISHED.
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4.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OSHA, NCDOT AND LOCAL SAFETY REQUIREMENTS.
3. BACKFILL SHOULD BE GRADED TO PREVENT THE INFILTRATION OF SURFACE WATER AND DIVERT STORM
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5.
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL CONSTRUCTION DAMAGE EXPEDITIOUSLY AND AT NO ADDITIONAL COST TO THE OWNER.
WATER RUN-OFF AWAY FROM THE SYSTEM. WHEN ADDITIONAL FILL IS REQUIRED, IT SHOULD BE PLACED
6.
LOCATION OF DRIPPER LINES AS SHOWN ARE APPROXIMATE. LINES SHALL LAY PARALLEL TO CONTOURS ® ±24".
AFTER SYSTEM IS INSTALLED FROM THE EDGES CROWNED IN THE MIDDLE AND FEATHERED OUT 10'
7. SUPPLY AND RETURN LINES MAY BE LAID IN SAME TRENCH. SEPARATION IS FOR ILLUSTRATION PURPOSES ONLY. BEYOND THE DISPERSAL AREA. FILL SHOULD BE TEXTURE GROUP II OR III AND FREE OF LARGE STONES
8.
LAYOUT OF THE APPLICATION AREA IS BASED ON FIELD DELINEATION OF SOILS AREA BY A LICENSED SOILS CONSULTANT. ANY CHANGE IN LAYOUT BY THE CONTRACTOR OUTSIDE THE
AND ORGANIC DEBRIS. TOP 2" SHOULD BE SUITABLE FOR ESTABLISHMENT OF LAWN.
DELINEATED AREA SHALL BE APPROVED BY THE SOILS CONSULTANT, COUNTY HEALTH DEPARTMENT, AND THE ENGINEER.
9.
DRAIN ALL ROOF AND TOE DRAINS AWAY FROM DRIP FIELD AND TREATMENT UNITS.
TREATMENT UNITS
10.
PROVIDE MINIMUM 100 FEET OF SEPARATION FROM ANY WELL TO WASTEWATER TREATMENT UNITS AND DISPOSAL SYSTEMS IF APPLICABLE.
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11.
WASTEWATER AND IRRIGATION SYSTEMS SHALL COMPLY WITH IWWS-2015-3-R2
1. SAMPLING CHAMBER OR MEANS OF COLLECTING A FRESH SAMPLE SHALL BE PROVIDED FOR ALL TS-1 &
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12.
ALL PIPE SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED.
TS-2 SYSTEMS. IT IS PREFERRED THAT THE INLET OF THE PUMP CHAMBER BE USED AS THE SAMPLING
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13.
VORTEX FILTER IN HYDRAULIC UNIT SHALL BE INSPECTED UPON EACH REGULARLY SCHEDULED MAINTENANCE VISIT.
LOCATION WHEN A PUMP IS REQUIRED.
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14.
INSTALLER IS RESPONSIBLE FOR ENSURING DISPERSAL AREA WAS PROPERLY CLEARED & SOIL MOISTURE CONDITIONS ARE CONDUCIVE FOR INSTALLATION PRIOR TO BEGINNING INSTALLATION.
2. SYSTEM INSTALLATION MUST COMPLY WITH ALL LOCAL ORDINANCES AND POLICIES.
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15.
EJECTOR PUMP MAY BE REQUIRED FOR BASEMENT FIXTURES. INSTALLER IS RESPONSIBLE FOR VERIFICATION.
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16.
KEEP ALL EXCAVATIONS 20' FROM INSTALLATION AND RESERVE AREA.
OPERATING REGIME FOR DRIP IRRIGATION SYSTEM
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17.
KEEP WELL AND SEPTIC SYSTEM OUT OF ANY UTILITY EASEMENTS AND AT LEAST 10' FROM UTILITY LINES.
1. SYSTEM IS DESIGNED AND CONTROLS (MICROPROCESSORS) ARE PROVIDED TO DOSE THE E-Z TREAT
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18.
DO NOT INSTALL LAWN IRRIGATION SYSTEMS WITHIN 20 FEET OF DISPERSAL AREA.
TREATMENT UNITS. SEE SHEET C-106 FOR "ON" AND "OFF" TIME SETTINGS. PUMPED DRIP IRRIGATION FLOW
19.
DO NOT CONNECT WATER TREATMENT SYSTEMS, CONDENSATIONS DRAINS OR SUMP PUMPS TO ONSITE SYSTEM.
20.
IF A PRE-CONSTRCTION MEETING REQUIRED BY PERMIT, PLEASE CALL TO SCHEDULE.
SHALL PASS THROUGH A FLOW METER. WHEN THE PREPROGRAMMED VOLUME IS REACHED THE ACTIVE
21.
ANY DEVIATION FROM THIS DESIGN MUST BE APPROVED BY THE LOCAL HEALTH DEPARTMENT AND THE ENGINEER PRIOR TO INSTALLATION.
PUMP WILL BE DE -ENERGIZED. THE PUMP WILL ALSO DE -ENERGIZE IF THE LOW WATER LEVEL "PUMP
22.
ELECTRICAL WIRING SHOULD BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR, ACCORDING TO NEC, STATE AND LOCAL ELECTRICAL CODES, AS APPLICABLE.
OFF" SWITCH IS ACTIVATED. SEE SHEET C-106 FOR FIELD DOSING INFORMATION.
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23.
CONTRACTOR IS TO INSTALL TANKS ON UNIFORMLY FIRM AND STABLE COMPACTED GROUND, CRUSHED STONE IS RECOMMENDED TO PROVIDE UNIFORM SUPPORT TO TANK BOTTOM ESPECIALLY IN
2. IF THE HIGH WATER LEVEL "ALARM" FLOAT SWITCH IS ACTIVATED, THE SYSTEM WILL BEGIN ITS OPERATION
POOR, WET OR ROCKY SOILS.
OF DELIVERING THE PREDETERMINED DOSE VOLUME, AND SHALL ALSO ENERGIZE THE AUDIBLE AND FLASHING
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24.
ALL TANKS MUST BE WATER -TIGHT AND CONFORM TO APPLICABLE LOCAL AND STATE REGULATIONS AND POLICIES.
ALARM FIXTURES (ONCE ENERGIZED, THE FLASHING AND AUDIBLE ALARM UNITS WILL ONLY BE RESET
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25.
ALL PVC JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED UNLESS THREADED.
MANUALLY OR BY REACHING LOW LEVEL CONDITIONS).
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26.
MAXIMUM COVER OVER TANKS AND DISTRIBUTION BOXES VARIES BY MANUFACTURER AND COUNTY.
27.
DISPERSAL FIELD CORNERS OR PROPERTY CORNERS SHOULD BE MARKED BY A LICENSED SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS MATCH
3. THE MICROPROCESSOR WILL ALSO CONTROL THE PERIODIC BACK WASHING OF THE VORTEX FILTER AND THE
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THE CONSTRUCTION DRAWING.
FLUSHING OPERATION OF THE SUB -FIELD LATERAL NETWORK. FILTER BACK WASHING SHALL OCCUR AT THE
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28.
SHALLOW PLACED SYSTEMS (LESS THAN 18") MUST BE HAND CLEARED AND STUMPS GREATER THAN 6" IN DIAMETER MUST BE GROUND OUT. STUMPS LESS THAN 6" MAY BE CAREFULLY
END OF EACH DOSE CYCLE. SYSTEM LATERAL FLUSHING SHALL OCCUR WHEN THE MICROPROCESSOR
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SENSES RECOGNITION OF A PRESET ELAPSED TIME SINCE LAST SYSTEM FLUSH (USUALLY 28 DAYS). THE
REMOVED ON THE DAY OF INSTALLATION.
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29.
REFER TO SITE DRAWING FOR ANY SPECIAL REQUIREMENTS.
SYSTEM SHALL BE CONFIGURED TO ALLOW FOR MANUAL INITIATION OF BACK WASHING FILTERS OR
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30.
MACHINERY SHOULD AVOID PERCOLATION AREA.
SUB -FIELD SYSTEM FLUSHING.
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31.
MACHINERY SHOULD NOT TRAVERSE EXCAVATED/EXPOSED PERCOLATION AREA.
4. THE CONTROL PANEL SHALL INCLUDE, BUT NOT BE LIMITED TO, AN "AUTO/MANUAL" SYSTEM CONTROL
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32.
ALL SUPPLY AND RETURN LINES NOT DESIGNED TO DRAIN BACK SHOULD BE PROTECTED FROM FREEZING.
SWITCH, STOP/START SWITCH FOR EACH PUMP, NON-RESETTABLE ELAPSED TIME RECORDER FOR EACH
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PUMP, AND INDIVIDUAL PUMP RUN LIGHTS.
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5. THE CONTROL PANEL SHALL BE A NEMA 4X ENCLOSURE. ALL SUPPORTING CONTROL UNITS, IF NOT
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ELECTRICAL NOTES
HOUSED WITHIN THE CONTROL PANEL, SHALL BE IN A SEPARATE NEMA 4X ENCLOSURE.
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1. THREE DIFFERENT CONTROL PANELS WILL CONTROL THE WASTEWATER SYSTEM. ONE CONTROLS THE PRETREATMENT, ONE CONTROLS THE FINAL DISPERSAL, AND ONE CONTROLS THE ULTRAVIOLET
DISINFECTION.
2. EACH PANEL SHALL BE APPROXIMATELY 13" WIDE X 15" HIGH AND IS A NEMA 4X, UL RATED ENCLOSURE. THE PANELS SHALL BE SUPPLIED BY THE SYSTEM DISTRIBUTOR.
3. THE PANELS SHALL BE MOUNTED BY THE ELECTRICIAN WITHIN 10' OF THE TANK UNITS. THEY SHALL BE MOUNTED NEXT TO EACH OTHER AND 48" - 60" OFF THE FINISHED GRADE TO THE
BOTTOM OF THE ENCLOSURE.
4. THE INSTALLER'S ELECTRICIAN SHALL MAKE THE INTERNAL PANEL CONNECTIONS OF THE PUMP/UV AND CONTROL CORDS. EACH CONTROL PANEL SHALL CONTAIN A WIRING SCHEMATIC
IDENTIFYING ALL TERMINAL CONNECTIONS. THE SYSTEM INSTALLER SHALL BUNDLE AND MARK EACH CORD WITH THE APPROPRIATE IDENTIFICATION AND SECURE IN THE ACCESS RISER AT THE
DIFFERENT PUMP/UV POINTS.
5. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMP.
6. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED FOR THE ALARM / CONTROL SIDE OF THE PANEL.
7. THE FINAL DISPERSAL CONTROL (DRIP) PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS, SINGLE PHASE SUPPLIED FOR THE PUMPS.
8. THE FINAL DISPERSAL CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED FOR THE ALARM / CONTROL SIDE OF THE PANEL.
9. THE ULTRAVIOLET DISINFECTION UNIT REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 115 VOLTS.
10. A MINIMUM CONDUIT SIZE OF 1 %" SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICIAN AS A CONNECTION BETWEEN EACH CONTROL PANEL AND THEIR RESPECTIVE TERMINATION POINTS
OUT IN THE TANK AREA.
11. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED TO PREVENT GASSES AND MOISTURE FROM ENTERING THE CONTROL PANELS. DO NOT USE PERMANENT
SILICONE OR EXPANDABLE FOAM PRODUCTS.
12. ALL PUMP AND FLOAT CONTROL CORDS SHALL BE SUPPLIED WITH EITHER 30' OR 50' LEADS. THIS WILL HELP KEEP SPLICES TO A MINIMUM AND SHOULD BE AVOIDED IF AT ALL POSSIBLE. IF
A SPLICE MUST BE USED, IT MUST BE MADE ABOVE GRADE IN A PLASTIC NEMA 4X JUNCTION BOX.
13. ALARMS SHALL BE AUDIBLE AND VISUAL.
14. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE.
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MAINTENANCE SCHEDULE
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FREQUENCY
SEPTIC TANK
3 - 6 MONTHS
12 MONTHS
RECIRCULATION TANK
WEEKLY
FIELD DOSING TANK
3-6 MONTHS
12 MONTHS
SUPPLY LINES, FORCE MAINS
6-12 MONTHS
DISTRIBUTION FIELDS
2-4 WEEKS
3-6 MONTHS
PUMPS, FILTER SYSTEM,
MONTHLY
& DISTRIBUTION PIPING
QUARTERLY
SEMIANNUALLY
ANNUALLY
E-Z TREAT TREATMENT
MONTHLY
SYSTEM
ANNUALLY
ULTRAVIOLET DISINFECTION
3-6 MONTHS
UNIT
ANNUALLY
TASK
CHECK FOR SOLIDS ACCUMULATION,
BLOCKAGES, OR BAFFLE DAMAGE,
IN/EXFILTRATION, PUMP SEPTAGE. CLEAN
EFFLUENT FILTER.
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY. REPLACE EFFLUENT FILTER
EACH TIME SEPTIC TANK IS PUMPED.
CHECK PUMPS, CONTROLS, ALARMS,
ELAPSED TIME METERS.
CHECK FOR SOLIDS ACCUMULATION,
IN/EXFILTRATION.
PUMP OUT ACCUMULATED SOLIDS IF
NECESSARY.
CHECK FOR EXPOSED PIPE AND LEAKAGE.
MOW VEGETATIVE COVER IF APPLICABLE.
CHECK FOR EROSION, OR PONDING OF
EFFLUENT.
CHECK FLOW METER READOUT AND
COMPARE TO RECORDED FLOWS, CHECK
PUMPS AND FILTER SYSTEM FOR LEAKS.
REMOVE FILTER COVERS AND INSPECT FOR
ACCUMULATION OF DEBRIS. CHECK
DIFFERENTIAL PRESSURE GAUGE BEFORE
AND AFTER FLUSHING (D.P. SHOULD
RETURN TO ORIGINAL OPERATING D.P.)
CHECK PUMPS FOR ABNORMAL VIBRATION,
TEST THE ALARM FUNCTIONS.
REMOVE AND LUBRICATE 0-RINGS ON
FILTER CANISTER, REPLACE IF DAMAGED,
CLEAN 1-1/2" FILTER SCREEN AT
HYDRAULIC UNIT.
REMOVE FILTER SCREEN AND REPLACE,
CLEAN USED FILTER SCREEN IN MILD
ACID SOLUTION AND STORE FOR NEXT
ANNUAL REPLACEMENT,
FLUSH FIELD SUPPLY AND RETURN
MANIFOLDS BY REMOVING (UNSCREWING)
AIR/VACUUM BREAKERS.
INSPECT CONTROL/ALARM PANEL, PUMPING
SYSTEM EFFLUENT FILTERS/PUMP SCREENS,
RECIRCULATION TANK, AND E-Z TREAT POD
FILTER. (TREATMENT UNIT)
CHECK AND/OR REPLACE BATTERIES IN
FLOW METER. (IF APPLICABLE)
WIPE (CLEAN) UV LAMPS.
CHECK INTENSITY AND REPLACE LAMP
WHEN REQUIRED.
CHANGE BULB.
- DWELLING -
4" SCH. 40 PVC
15'-0" MIN.
E-Z TREAT
o Z POD FILTER
N
EXISTING 1,200
GALLON SEPTIC
TANK
L�
MIN.
CP CP CP
1,000 GALLON
E-Z TREAT
RECIRCULATION
TANK
TREATMENT SYSTEM PLAN SCHEMATIC
NTS
- DWELLING - GROUND EL. t658.8'
F.F.E. t659.8' —
4" SCH. 40 VC CAP 2.00% MIN. INV. IN.
t656.3' INV. OUT.
t657.8' (DWELLING) EXISTING t656.1'
1,200 GALLON
SEPTIC TANK
NOTES:
1. TANK LOCATIONS ARE NOT TO SCALE SO AS
TO SHOW EACH TREATMENT ITEM.
2. ALL GRAVITY LINES SHALL BE 2% SLOPE MIN.
FORCE MAIN
GROUND
GRAVITY LINE
FLOW DIRECTION
ad W
IL)y Z J
W a Z 0 0
2 H = U
cn Lu
may
m
w
N
J
}
J
w
z
EXISTING 3,000
m
Q
N
QZ
Q
L
GALLON FIELD O 1-1/2" SCH. 40 PVC SUPPLY TO SPRAY FIELD
i
z
DOSING TANK
w
N
J
OJ
O
U
Q
r2
00
W
otj
o J
Loo
z
z
z
O
a
Q
W
O
2
Z
O
U
E-Z TREAT
POD FILTER
INV.EL.
t656.4' GROUND EL. t658.8'
INV. IN YPA INV. IN
t655.9' O INV.EL. t655.5'
t655.7' EXISTING 3,000
1, -Z GALLON GALLON FIELD
E-Z TREAT DOSING TANK
RECIRCULATION TANK
4" SCH. 40 PVC
4" SCH. 40 PVC
TREATMENT SYSTEM PROFILE SCHEMATIC
o
�a 0 cm
co
N
co W O_
m> m co 0 a 0 cm
ky O O
O
w M n
W � N �
co N z
LLT
J �
z z rn M =
�O�aX
W X U Q
zUmLL
0!rn
d � O z 04
D 0 LLf
Q z J
<< �rn
U U
CD Ow
� H
u
W�
ct
O\ O
V CA
CA
ct �y

aD
E
cm
O
0
0
N
00
00
0
N
U
0
ro
\ 654
\ - 656
\ 5,30
� 33.45
\ \ / 658
i
LEGEND
BOUNDARY (PROPERTY) z Q J O
CONTOURS -INDEX it W d
M U
STONE POND 65 X > H
CONTOURS - INTERMEDIATE
�— 5j31 DRAIN FIELD (SEPTIC) AREA LV O N
\ A A5 2 10' PROPERTY S00'02 55.37 E— — —� A•
S€TBACK_ _ �p ELECTRIC LINE
�a APPROX. EXISTING SPRAY Op
IRRIGATION SYSTEM- A _ EXISTING FENCE
EDGE OF PAVEMENT w
656 EXISTING SEWER N
to J }
INITIAL DRIP LINES (FLAGGED) m 'en
Q Z
658 ---- — ------ INITIAL DRIP LINES (UNFLAGGED Q� w
E EXISTING t ``' TREE AREA — - REPAIR LINES (FLAGGED) W �uj N �
A� / DWELLING \� 660 --- z �J w O
68 �1•5A2 / REPAIR LINES (UNFLAGGED) Z OJ U
LINE SEGMENTS (NOT USED) O
06 c w z
\ \_
662 , \ RETURN LINES Z 'np O Q
\ / 0
\ ( r.•; — EXISTING 1 66c / SUPPLY LINESLu
h� SCH40 PVC / yy WATER LINE Z
\ f
o'.".i� APPROX. LOCATION OF / TREE LINE OU
co EXISTING `' EXISTING FENCE / / FENCE LINE
— DRIVEWAY —
X RETURN MANIFOLD
a O N
��-
' SUPPLY MANIFOLD co04 p N
CO EXISTING CLEAN OUT 0 W O
> m c
N
CID EXISTING CONTROL PANEL m O Q 0
i Y
1 70 EZRT E-Z TREAT RECIRC. TANK o 0
APPROX. EXISTING M
\ \ SPRING RISER O E-Z E-Z TREAT TREATMENT UNIT
M
o ' x m FDT EXISTING FIELD DOSING TANK H
/ ST EXISTING SEPTIC TANK co 04cp Z
J
HU HYDRAULIC UNIT
LLT
z F X i -1 04p 04 X
\ X UQ
V ULTRAVIOLET DISINFECTION J U
EXISTING BAIL VALVE AND M METER F Q O Z LL BLOW -OFF ASSEMBLY Cq r, Z U 00 rn
N \ ZV ZONE VALVE 0 Z O00
M
� a�0 z�
M \ ssA p ?ii OZ
vz J v
\ \ ssm \ \ \ \ o 0 H
°� 06(l,
\ \ \ \ \ \ \ GRAPHIC SCALE: 1' = 100'
__j I \ )
L_y
s' \
2
\
674 \
\ iv
�..::�t. ,.. - ";r:�•,;vL�`�;>;,`.?+:��_,;j''' � � � � � \ \ \I 0 50 100 200 300 �
\ �— N0V613S ��tttt�iii r�� •,�
118 id- 0ad Ol ��
s 7 O V SEPA-
----� _ .95
17069mpr-
z�a5�z

> \A
EXISTING 1"
SCH 40 PVC
I
I
I
Ca
0
OfE ILo
d
C,
EXISTING 3,000 GAL.
PUMP TANK
EXISTING PEAT BIOFILTER
TO BE REMOVED
EXISTING 1,200 GAL.
SEPTIC TANK
EXISTING CONTROL
PANEL
EXISTING SCH 40 PVC
FROM DWELLING
I
I
I
I
I
I
I
I I
I I
I
I \
I \
I \
V A
V A
V A
V A
/ I I
I I
I
I I
I � I
I I \
I I
I ,\..'.. s • / / ���" ems.
\� 8 EXISTING
DRIVEWAY
EXISTING °
DWELLING \ °
LEGEND
BOUNDARY (PROPERTY)
CONTOURS - INDEX
CONTOURS - INTERMEDIATE
DRAIN FIELD (SEPTIC) AREA
ELECTRIC LINE
EXISTING FENCE
— — — —
— EDGE OF PAVEMENT
EXISTING SEWER
INITIAL DRIP LINES (FLAGGED)
INITIAL DRIP LINES (UNFLAGGED)
REPAIR LINES (FLAGGED)
REPAIR LINES (UNFLAGGED)
LINE SEGMENTS (NOT USED)
RETURN LINES
SUPPLY LINES
W
WATER LINE
TREE LINE
FENCE LINE
RETURN MANIFOLD
®
SUPPLY MANIFOLD
CO
EXISTING CLEAN OUT
CP
EXISTING CONTROL PANEL
EZRT
E-Z TREAT RECIRC. TANK
E-Z
E-Z TREAT TREATMENT UNIT
FDT
EXISTING FIELD DOSING TANK
ST
EXISTING SEPTIC TANK
HU
HYDRAULIC UNIT
UV
ULTRAVIOLET DISINFECTION
M
METER
ZV
ZONE VALVE
GRAPHIC SCALE: 1 " = 30'
0 15 30 60 120
►` . t-A gyn.
z Lu o
H H O
xy
Lu
m
w
Lo
J }
J
co N Q z
QQZ 'wr
U
w cn� N O
QOU
J r2 O0 W
otS O J z z
z 'r' 0 O Q
Q 2 W O
z
O
U
o
�a o co 0 04
0 7 co W O_
m> 0 a 0 N
iy O O
O co
Lu Cl^ � D
LuN T
C,) N Z
J T
z z rn 2 =
<O-�aX
U Q
LuR
ZucLL
o
d O z 04
D 0 Lu
Q z J
co
Q < T
U U
o Ow
�H
V
a
W �
.ct
C) 0
U �
Ct �y
r� "C�

E
co
U
0
0
0
N
00
00
0
N
co
co
Q
cn
U
d
N
I
I
I
I
I
II
I \\
I
II
I
I
EGEND
EGEND o
BOUNDARY (PROPERTY) O W O O_
CONTOURS - INDEX 0 U) >- Ci
CONTOURS - INTERMEDIATE N
DRAIN FIELD (SEPTIC) AREA d
ELECTRIC LINE
EXISTING FENCE
— — — — — EDGE OF PAVEMENT w
H
EXISTING SEWER N
J }
J
INITIAL DRIP LINES (FLAGGED) m N Q z
— — — — — — — — — — INITIAL DRIP LINES (UNFLAGGED) Q QZ �
REPAIR LINES (FLAGGED) U 3: N
z yJ O
- REPAIR LINES (UNFLAGGED) O J ul U
Q J r2 00 W
LINE SEGMENTS (NOT USED) otj oIll 0
f Z Z
RETURN LINES
z 0 O Q
SUPPLY LINES Q = W O
W WATER LINE z
O
TREE LINE U
x FENCE LINE
RETURN MANIFOLD
Q
O
N
®
SUPPLY MANIFOLD
Nd
O
N
0
co
W O
CO
EXISTING CLEAN OUT
>
m co
H fV
CP
EXISTING CONTROL PANEL
m
O Q
p
EZRT
E-Z TREAT RECIRC. TANK
M 00
E-Z
E-Z TREAT TREATMENT UNIT
CD
FDT
EXISTING FIELD DOSING TANK
M
? n Q M
ST
EXISTING SEPTIC TANK
to w J
HU
HYDRAULIC UNIT
z Z 0)M ?�
UV
ULTRAVIOLET DISINFECTION
W 2 — U Q
M
METER
zUm~LL
ZV
ZONE VALVE
0 2 • 0 m
L
a~OzIN
DOaWm
Q z
J
tn�
Q�
U U
-'
CD
Ow
F-
�2
V
GRAPHIC SCALE: 1 " = 30' a
0 15 30 60 120 Uj

4" SCH. 40 PVC
FROM DWELLING
—ow—
i iF-
EXISTING
SEPTIC TANK
I
E-Z TREAT POD FILTER I
I
IDETAII 'I 0-105 I
�ETAIL 2� I I '
D-104
— DETAIL 1, D-101
L
NG E-Z TREAT
RECIRICULATION TANk
II
DETAIL 1, D-102
r
IUV
DETAIL 2,
LD-106 J
—
TREATMENT SYSTEM DETAIL KEY
J'
DETAIL 1,
^-108
CP CP CP
� r
I
FORCE MAIN
GRAVITY LINE
FLOW DIRECTION
NOTES:
1. SEE DETAIL SHEETS FOR TANKS SIZES.
FIELD DOSING TANK Oil
1-1/2" SCH. 40 PVC
SUPPLY TO SPRAY FIELD
DETAIL 1, D-103
L - - - - - i
F- >-
W Ww
Y c
aya
W y W
F 0
m
w
N
Lu
J }
J
co N Q z
a 4z w
U
z
w �� N O
U
Q OJE 00 W
otS O J z z
z �0 O 4
=WIr
z
O
U
o
�a 0 04
N
ccoo LI.I C
m> o a 0 N
ky O O
O
� M
W
Q
cl) N Z
wa o�
z z rn m =
! o104
w X U Q
o LL
z L)
(L 0 z 04` � �
DOaWm
Q z J
Q T
U U
o Ow
�H
V
W�
ct
• �I
O O
U cn
Ct �y
r� "C�

E
cz
0
N
O
N
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roLL
N W
Z Z
O J
H
O
_j w
U)
=
U
0 p
p J p U
aZ
�a
W
J }
J
Lu
m N Q Z
a aZ I
U � z
W J N O
U
OJ
Q r2 O0 W
otj o Z z
J
z Loo O a
of
O
= w
z
O
U
o
�a
N
00
Lu o_
N
m>
0 a
0
M O O
O
M n
W � N �
Q
N Z
Q J
Z?0)m
�O—aX
U
W X Q
LL
zL)ca
aOz�
0 O d W
z
Q J
< rn
Q
U U
o Ow
V
W�
rep
C�
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►N 0
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0
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vi
_ SEN. =
-
U
1 DOSING CALCULATIONSINTS
= 17069
C�
.
. It4 .
NO
, o j I II
BASIS OF DESIGN
BEDROOMS
GPD/BR
INITIAL DESIGN
FLOW
FINAL DESIGN
FLOW (GPD)
REDUCTION
FLOW (GPD)
4
120
480
0�
480
EFFLUENT LIMITS PER 15A NCAC 02T .0605
CARBONACEOUS BIOCHEMICAL OXYGEN DEMAND (CBOD):
<30
MG/L
TOTAL SUSPENDED SOLIDS (TSS):
<30
MG/L
AMMONIA NITROGEN - NH3-N
<15
MG/L
FECAL COLIFORM:
<200
/100 ML
TREATMENT TABLE
E-Z TREAT PODS REQUIRED:
1
PODS
E-Z TREAT RE -CIRCULATION RATIO:
6
TIMES AIDE
TOTAL E-Z TREAT FLOW PER DAY:
2646.5
GALLONS
E-Z TREAT RE -CIRCULATION CYCLES PER DAY:
77.838
CYCLES
E-Z TREAT VOLUME PER DOSE:
34
GALLONS
RE -CIRCULATION TIMER ON:
2.5
MINUTES
RE -CIRCULATION TIMER OFF:
16
MINUTES
RE -CIRCULATION DOSE CYCLE:
18.5
MINUTES
DENITRIFICATION GALLONS RETURNED:
778.38
GALLONS/DAY
DENITRIFICATION RETURN SETTING:
4
GPM
E-Z TREAT SURFACE AREA:
29
SQUARE FEET
E-Z TREAT LOADING RATE:
17
GPD/SQUARE FOOT

E
m
0
N
O
N
O
ro
NOTES
1.
ALL PIPING SHALL BE SCH 40 PVC UNLESS
J ti
O
3/4" GATE VALVE (FIELD
ADJUST
OTHERWISE NOTED ON PLANS. ALL PVC PIPES SHALL
Q LL
TO 4 GPM FOR E-Z TREAT SPIN
BE BURIED A MINIMUM OF 3 FEET UNLESS SHOWN
o0
FILTER RETURN FLOW)
OTHERWISE.
W
2.
ALL TANKS SHALL HAVE A MINIMUM 28-DAY
T — — —
— — — — -
CONCRETE STRENGTH OF 4500 PSI.
3.
TANKS SHALL MEET REINFORCING REQUIREMENTS TO
PER EBAREOROOT.
ACCOM3/4" EREINFORCING 300 SWIRE,
SCH. 40 PVC RECIRC. LINE
ETHEERMSTEEL R
APPROVED FIBER MAY BE USED.
W
-�
4.
ALL SERVICE ACCESS OPENINGS WILL BE A MINIMUM
U)
CLEAN
A
OF 24 INCHES. EXCEPTIONS MAY BE MADE ON A
cp U
OUT
- -
_
D-101
CASE BY CASE BASIS WITH E-Z TREAT'S PRIOR
W
!v
n r Z
SEPTIC
,�
4" SCH.
40 PVC
WRITTEN APPROVAL. ALL ACCESS OPENINGS SHALL BE
m
m
N Q
QV L
HFLOW
FROMOUSE —�
/ EXISTING 1,200 GALLON SEPTIC TANK
FITTED WITH E-Z SET RISER ASSEMBLIES. SERVICE
STAY -RIGHT STB-175
04
ACCESS OPENINGS FOR THE RECIRCULATION CYLINDER
SHALL BE A 30-INCH OPENING AND FITTED WITH AN
L)
�Z H Z
�� N
Lu
O
E-Z SET 30-INCH RISER ASSEMBLY. TRAFFIC RATED
Z
y J W V
OON
EFFLUENT
(SEE D-102 FOR
TANKS SHALL HAVE CONCRETE RISERS.
Q
O W
_
FILTER
� ��
__ CONTINUATION)
5.
ALL JOINTS (TOP -SEAM) SHALL BE SEALED USING
z
=p p Q
FILTER
N990BUTYL SEALANT # CS-102
±10' OF
SERVICE
MEETING ASTM CNCRETE
J
m
m O
SCH. 40 PV
24"0 E-Z SET RISER W/COVER
HANDLE
Q
>
(TYP. UNLESS OTHERWISE NOTED)
6.
TANKS SHALL BE LEAK -TESTED PRIOR TO SYSTEM
Z
EWAY OR PARKING THEN
BELOWY DH
START UP BY APPLYING A VACUUM OF 4-INCHES OF
0
TRAFFIC RATED DOT
USE ONLIF
I
MERCURY WITH RISER ASSEMBLIES IN PLACE OR WITH
APPROVAL BY E-Z TREAT, A 24-HOUR STATIC WATER
TEST, IN ACCORDANCE WITH ASTM STANDARDS.
L— — — — — — — — — — — — — — — — — — — — — — — — — — J
4" X 1-1/2
7.
NON -CONCRETE TANKS SHALL NOT BE USED IN
Q
O
N
REDUCER
CONJUNCTION WITH THE E-Z TREAT SYSTEM WITHOUT
Ma
C
PRIOR WRITTEN APPROVAL BY E-Z TREAT.
N=
C
N
1" X 1-1/2"
138"
0j
N
LJ C
SCH 40 PVC
8.
ALL PIPE PENETRATIONS THROUGH PRECAST
m �
RETURN
CONCRETE TANKS SHALL BE PRESS -SEAL
m
O Q
< N
FROM FIELD
CAST -A -SEAL 402 RUBBER BOOTS AND GROUTED.
Q
MCD CD
1 EXISTING SEPTIC TANK PLAN 9. THE FILTER POD INVERT OUT SHALL BE A MINIMUM
OF 6" ABOVE THE INVERT IN OF THE RECIRCULATION
n
D-101
NTS
TANK OR 1/4-INCH PER FOOT SLOPE, WHICHEVER IS
W N
24"0 E-Z SET RISER
GREATER.
? ^ Q M
W/COVER (TYP. UNLESS
10.
CONTRACTOR MAY USE LARGER TANKS.
c) w J
OTHERWISE NOTED)
LLI Q O
11.
MAXIMUM COVER OVER NON H-20 TANKS SHALL BE
z z rn m
NOTE: FIELD VERIFY PRIOR
30" OR AS SPECIFIED BY MANUFACTURER.
Q J 04 Q X
J U
FLEX
TO ORDERING RISERS
2 X Q
PVC
X WATER TIGHT SEAL
12.
SYSTEM INFLUENT SAMPLE SHOULD BE TAKEN FROM
Q O = LL
GROUND EL. t268.7'04
a ON RISER ASSEMBLY
INLET TEE IN SEPTIC TANK RISER
Z U 00
�
3/"
4PVC
'GATE VALVE
v
i.y"
�iEx
13.
SEE C-101 FOR GENERAL NOTES.
d O Z 04
W d W n
\��
0 3/4" SCH. 40 PVC RECIRCULATION
14.
LENGTH, WIDTH, AND DEPTH OF TANKS WILL VARY
PER MANUFACTURER.
O
0 z J
J
Q
LINE FROM E-Z TREAT TEE
V j rn
-- - - - - - --
i
• s '
- -- I -
00
15.
MAY USE COMBINATION SEPTIC TANKS AND
2" VENT
4" SCH.
RECIRCULATION TANKS RATHER THAN SEPARATE IF
U
'40 PVC
NECESSARY OR DESIRED BY OWNER.
o O W
INV. IN
(SEE D-102 FOR
15.
IN AREAS WITH LOW ALKALINITY WATER, INSTALL ±55
W) 2 H
MIN. 18" BELOW LOWEST
WATER LINE
= CONTINUATION)
LBS. OF MARBLE ROCK (1"-3- DIAMETER) IN
F.F.E. WITH WATER FIXTURE
°0
INV. OUT
1"-2" BELOW INVERT IN
24"x24" MESH BAGS. USE 1 BAG PER E-Z TREAT
POD. PLACE MARBLE ABOVE "BEAD" PILLOWS.
Ld
O O
CAST -A -SEAL
ro4
1
402 RUBBER
1�
1
,o v
M
J BOOT (TYP.)
W
ZABEL EFFLUENT FILTER
MODEL A300-BX18-VC
(�
r'
±12"
TANK FLOOR
I
MIN.
a.
17069
1/3 TANK LENGTH
;•�(JJ�
�:�'sg�.F,v,E`�
A
EXISTING SEPTIC TANK SECTION
IN D-101
NTS•�
l�

E
cm
v
N
0
N
N_
ro
LL
(SEE D-105 FOR TO E-Z 1" SCH. 40 PVC
CONTINUATION) TREAT POD
J ti cV
FROM E-Z
TREAT POD 0 0
W cV
EFFLUENT BYPASS 30"0 E-Z SET RISER RESTRICTOR TO 0 VGPME W/FLOW
W/COVER (TYP)
f 3/4" SCH. 40 PVC RECIRC. LINE TO SEPTIC
A Lu
CLEAN-- 12" MIN. LENGTH u~i
OUT i� FLEX PVC J }
J N U
m N a }Z
(SEE D-101 FOR O° 1,000 GALLON RECIRCULATION PUMP TANK Q aZ o ~
CONTINUATION) / L) _ Z
\ BY DAVIDOOOAPTLE3 & SONS \ + w J N =O
FLOW —► // / 4" X 2" REDUCER Z 00� 0 U
Q J 5 D u,
ca w
` UV UNIT Z 'np O Q
TURBINE PUMP
0
SPIN FILTER
Q 2 W
4" X 2" REDUCER zO
------------------------ —J
TO FIELD Q 0 N
DOSING Ma 0
0)52 CM
95" CHAMBER i 0j Z6 N
v
m o a oN I
1 PROPOSED RECIRCULATION TANK �D ALARM LIGHTco
D-102 NTS 30"0 E-Z SET RISER w w c�
z W/COVER (TYP) CONTROL PANEL (LOCATED m n Q M
PRECAST CONCRETE a WITHIN 10-FEET OF TANKS) 0 w J
"DONUT" (OPTIONAL) 3/4" BALL VALVE +I LLZ O
(TYP.) kPVC
" SCH. 40 LL
z - cm
°�
IRC. LINE 3/4" UNION DIRECT BURY W X C) Q
GROUND EL. ±268.3' CABLE TO PANEL Um N1-1 2" PVC �z�\`lCHECK VALVE � LU0aJ1-1/2" SCH. 40 PVC U
FULL UNION (TYP.) Q Q W
FLOAT TREE U U
r
BRACKET
OD CD 0
H
SECONDARY TIMER= 1" SCH. 40 PVC LINE (SEE D-105 FOR
CAST -A -SEAL 402 42 ABOVE FLOOR C TO FILTER POD CONTINUATION) ' \
RUBBER BOOT (TYP.) N HIGH WATER ALARM= NOTE: v
40" ABOVE FLOOR UV UNIT NOT SHOWN FOR
INVERT 1"-2" BELOW ro CLARITY. SEE DETAIL 2, D-107 1 /1
I I F�••I
SEPTIC TAIL OUTLET INVERT EFFLUENT BYPASS
_ DOSE ENABLE_= VALVE BY E-Z TREAT �
22" ABOVE FLOOR
4" SCH. 40 PVC +I SEE EFFLUENT BYPASS ^ Q�
DROP TEE (TYP.) VALVE SECTION A, D-104
PUMP OFF= _ 3/16" ANTI -SIPHON
18" ABOVE FLOOR HOLE (TYP)
3" 1-1/2" SCH. 40 MERCURY FLOAT 04 O 0
PVC FLOAT TREE 3» SWITCHES (4)
e
Ct
ALL TANKS REQUIRE A STA-RITE MULTI -STAGE 17069
6" THICK #57 STONE SUBMERSBLE PUMP PART 3" PVC STAND ; �+f=
NUMBER STEP 30 1/2 HP
BEDDING (TYP.) OR EQUAL PER E-Z TREAT
A PROPOSED RECIRCULATION TANK SECTION ,�'•••;,s„!�A��'�Za��
D - 10
V NTSla��

E
co
N
O
N
r
Q
N
LL
EXISTING FIELD DOSING TANK PLAN
NTS
1-1/2" SCH. 40
PVC FULL UNION —
t0�
v--' 7 — -- -- — --
F- FLOAT TREE BRACKET—/
(SEE D-102 FOR I 3/1 6"ANTI -SIPHON
CONTINUATION) :I - HOLE (TYP.)�
HIGH ALARM t ABOVE FLOOR
I
SECONDARY TIMER t ABOVE FLOOR
00 eo TYP PUMP SETTING
`0 n (SEE ORIGINAL PERMIT)
DOSE ENABLE t ABOVE FLOOR
6" I PUMP OFF t ABOVE FLOOR
MERCURY FLOAT
SWITCHES (4)
1-1/2" SCH. 40�
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PUMP SHALL BE AS ORIGINALLY PERMITTED. -
FLOATS SHALL BE AS ORIGINALLY DESIGNED,
SEE EXISTING PERMIT.
EXISTING FIELD DOSING TANK SECTION
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MIN
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PRECAST CONCRETE
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NOTE,
PIPING TO BE 4" SCH. 40 PVC
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NOTES,
1. PROVIDE TANK BALLAST ON SITES WHERE SEASONAL
HIGH GROUNDWATER IS WITHIN 6" OR ABOVE THE
BOTTOM OF THE TANKS.
2. CABLES SHALL BE 3/16" STAINLESS STEEL, LENGTH
VARIES PER TANK.
3. CONNECT CABLE TO REBAR EMBEDDED IN BALLAST
WITH TWO (2) STAINLESS STEEL CLAMPS PER
CONNECTION.
4. TIGHTEN MINIMUM 2 CABLES PER TANK.
5. EACH CABLE SHALL BE A MINIMUM OF 2' FROM END
OF TANK.
6. REBAR SHALL BE NO. 4.
7. BALLAST MAY BE PRECAST OR POURED IN PLACE
USING PLYWOOD FORMS.
8. TOTAL SEPTIC TANK BALLAST SHALL BE A MINIMUM OF
TWO (2) CUBIC YARDS.
9. TOTAL RECIRCULATION/FIELD DOSING TANK BALLAST
SHALL BE A MINIMUM OF TWO (2) CUBIC YARDS.
10. CONCRETE SHALL BE A MINIMUM OF 3,000 PSI.
11. CONTRACTOR MAY USE CONCRETE WHEEL STOPS WITH
MINIMUM CONCRETE MASS PROVIDED WITH APPROVAL
OF ENGINEER.
12. SEE BUOYANCY CALCULATIONS IN APPLICATION PACKAGE
FOR BALLAST DIMENSIONS.
NOTE 1
NOTE 2
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END VIEW
TANK BALLAST DETAIL (OPTIONAL'
NOTES:
1. ULTRAVIOLET LIGHT PURIFIER
UV-102 BY E—Z TREAT.
2. PROVIDE DUAL GFI RECEPTACLE
FOR UNIT AND HEAT TAPE. FIELD
ROUTE 2—#12,1—#12G, IN 3/4"
PVC CONDUIT TO 120 VOLT
SINGLE PHASE 20 AMP BREAKER
AT HOUSE.
3. ORIENTATION PER SITE
REQUIREMENTS.
4. INSTALL 1/2" BALL VALVE FOR
SAMPLING DOWNSTREAM OF U.V.
UNIT.
5. MAY LOCATE IN RECIRCULATION
TANK IF ACCESS PROVIDED.
4" x 2"
REDUCER
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BACKUP
PRI RY LAMPI LAMP
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Branch Circuit Protection Device/Disconnect Means Field Provided -
PUMP size per manufacturing specifications for pump(motor
Incoming Power
120/230 VAC, 50/60HZ PUMP LOAD
G L1 L2/N 120/230 VAC, 0-16 AMPS, 50/60 HZ
I T3 PUMPS MUST CONTAIN INTEGRAL
THERMAL OVERLOAD PROTECTION!
GL T2
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20A Mi GROUND TO
GROUND LUG
CONTROL
Incoming Power
120 VAC, 50/60HZ
L1 N
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F1, F2 FUSE MUST BE
DREPLACED WITH AMP
5—X20mm TYPE
FAST ACTING 250 V MAX.
This control panel is for timed dosing applications. When
the timer enable float is up, the timer will start timing for the
duration of the "Off' time and when complete, the pump will
start for the duration of the "On" time. Both Off and On
times are adjustable. This pattern repeats until the timer
enable float lowers and turns off. The Low float acts as a
redundant off and will also activate the alarm. If the level
reaches the High float switch, the alarm will activate.
TB1 TB2 TB3 TB4 TB5 TB6
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FS3 High
FS1-LOW FS2" Level
Level Timer Enable
Float Switch Field Wiring
*FS1 - Normally Open, Narrow Angle
*FS2 - Normally Open, Wide Angle
*FS3 - Normally Open, Narrow Angle
--- FIELD WIRING
FIELD SUPPLIED
® TERMINAL BLOCK
TB
Paver Wiring = BLK
12OVAC Control Wiring = RED
Neutral = WHT
Ground = GRN
TIOHIENINO
AWG/OR TOROUEININCH
CIRCUIPR POUNDS
MILLSRE SCREW EXTERNAL
LEGEND
CR CONTROL RELAY
CB CIRCUIT NlEAIO:R
GL GROUND LUG
8N1 HDA SWITUI
M2 =/SILENCES DNI
R AWW WAGON
B AUUiM e=ER
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GI PUMP RUN INDICATOR
GL I GROUND UUG
Off Hrs
On o
0 6 8 Off
1
12
Scale Min
® G - Off
R- On
To set the timer, use a screwdriver to change timer
Scale (0-12 most common). Use a screwdriver to
change the "On" time increments (minutes most
common). Use a screwdriver to change the "off'
time increments (hours most common). Turn the
dial with the Red line to the desired "On" time
(this example is 2 minutes). Turn the dial with
the Green line to the desired "Off' time (this
example is 4 Hours).
Notes:
1. WARNING! Electrical Shock Hazard! Disconnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes.
2. Install in accordance with National Electric Code, NFPA 70, Seal all boxes, fittings and conduit with appropriate seal devices to prevent moisture and gases from entering enclosure.
3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided.
Terminal Connections
CONTROL
PUMP
Incoming Power
Incoming Power
120 VAC, 50/60HZ
120/230 VAC, 50/60HZ
L1 N
I1 L2(N
TB1 TB2
T93 T84
TB5 T96
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High
FS1-Low
FS2"
Level
Level
Timer Enable
Float Switch Field Wiring
*FSS - Normally Open, Narrow Angle
*FS2 - Normally Open, Wide Angle
*FS3 - Normally Open, Narrow Angle
E-Z TREAT SIMPLEX CONTROL PANEL
PUMP
Connection
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NOTES:
1. SEE SHEET C-101 & D-101 FOR ALL
GENERAL NOTES.
2. PROVIDE JUMPER WIRE OR EQUAL
METHOD TO DISABLE RAIN SENSOR
TERMINALS ON SUBSURFACE
INSTALLATION.
3. PANEL SHALL HAVE PROVISIONS FOR
SECONDARY TIMER/HIGH WATER ALARM,
DOSE (TIMER) ENABLE, AND LOW
WATER ALARM (REDUNDANT OFF).
4. PANEL BY ALDERON, OR EQUAL.
5. PANEL TO BE SUPPLIED BY E—Z
TREAT.
6. CONTRACTOR MAY USE COMBINED E—Z
TREAT / FIELD DOSING PANEL WITH
LIKE FUNCTIONS.
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