WQ0043910_Application_20221104

Initial Review
Reviewer Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.)*
Yes No
Permit Number (IR) * WQ0043910
Applicant/Permittee Mackey W. Lambert
Applicant/Permittee Address Jack Bennet Road, Chatham County, North Carolina
Is the owner in BIMS? Yes No Is the facility in BIMS?
Owner Type
Facility Name
County
Fee Category Single -Family Residence
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Individual
Parcel No. 79888 Jack Bennett Rd. SFR
Chatham
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
llr�ore
Fee Amount $60
Complete App Date 11/04/2022
Below list any additional email address that need notification about a new project.
... ... ..
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Name* Brysten Brooks
Email Address*
brysten. brooks@macconnel la ndasso
c.com
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9194671239
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
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.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type: * Wastewater Irrigation
Other Wastewater
Closed -Loop Recycle
Single -Family Residence Wastewater
Irrigation
Applicant/Permittee* Mackey W. Lambert
Applicant/Permittee Address* Jack Bennet Road, Chatham County, North Carolina
Facility Name* Parcel No. 79888 Jack Bennett Rd. SFR
Please provide comments/notes on your current submittal below.
TS-II Surface Drip System with E-Z Treat.
High -Rate Infiltration
Reclaimed Water
Residuals
Other
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here. *
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Combined - Submittal Package.pdf 10.87MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
ot'. V__ W otM&
Submission Date 11/4/2022

em '711
iiiiiy:
« «�. ..,.
Project No.: .26301,00
{ZltAL
«%!INE «
4/z
7112
Associates,Prepared By:
P.C.
Pointe501 Cascade , Suite 103 P.O. Box i
Cary,29
NC 27513 Morrisville, NC 27560
Phone.- {} -} : (i )319-6510

able of Cointeints
W 11 C2, i c) v i e, lir Le ttic�..r
* Form: SFR'WWIS 06-16
Property Ownership Doctime.ntation
ID it Evaluation
W, Engineering an
0 Specifications
Im Engineerixig Calculations
Equipment
m Operzatilon & Mdir,iile�iimanice P.111an
lt,-.-�,anieiinl C
Cot inty )enia.1 I et, lei
0 Floodway Reg�.,flation Compliance
En,dangered Aqjjtlatiic..,� z13"'pecies E)IDGanentation

§><"( \ry\
)2 %
\3£», North Carolina 27513

P.O. Box 129
Morrisville. NC27560
[phone]
MacCONNELL & Associates, P.C.
"EngineLring Today For Tomorrow's Future"
To- Nathaniel Thom bur
NC Division of Water Resources
Division of Water Resources- Non -Discharge Branch
Attn: Nathaniel Thornburg- 96'Floor, Office #942X
512 N. Salisbury St. Raleigh, NC 27604
Telephone: [phone]
To Mr. Thornburg:
501 Cascade Pointe Lane
Suite 103
Cary- NC27513
www.macconnellandassoc.com
This letter accompanies roi New Single -Family Residence Wastewater Surface Drip System
Application for Jack Bennet Road, Chapel Hill, NC 27517. Within the application package you
will find the following inibnnation: project narrative,.fonn: SFRWWIS 06-16, property ownership
documentation, soil evaluation, engineering plans, specifications, engineering calculations,
equipment, operation & maintenance plan, operation & maintenance agreement (08-13), county
health department denial letter, flood -way regulation compliance, and threatened or endangered
aquatic species documentation. The prej ec t referred to in this package is the construction of a Ts-
1 surface drip system for a 4-bedroom single family home. The proposed system will consist of a
septic tank, )E-Z Treat recirculating media filter, recirculation tank, field dosing tank, and a spray
irrigation system with all the necessary appurtenances.
Thank you for your consideration for this New Single-family Residence Wastewater Irrigation
System Application. If you have any questions or require additional information, please co ntact
rne at [phone].
Sincerel
17069
Gb
A C
Gary S.
President

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P 'ect Nair�raflve
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Matthew and Anita Lambert propose to construct a 3-bedroom. single family home at the above -
mentioned to in Chatham County, North Carolina. A Soil & Site Evaluation was performed
by Mr. Evan T. Morgan, LSS of Three Oaks Engineering. Mr. Morgan conducted saturated
hydraulic conductivity testing as requested by Matthew and Anita Lambert. A copy of the report
can be found in the Soils Evaluation Report section of this application package.
Gary S. MacConnell, PE of MacConnell & Associates, PC has been retained for the design ofthe
TS-11 surface drip system with E-Z'I'reat pretreatment. These plans are being submitted for review
and approval to obtain a Construction Authorization Peit for the onsite system that will serve
the 4-bedroom single family home. The proposed system will consist of a septic tank, an E-Z
Treat recirculating media filter, a recirculation tank, a field dosing tank, an E-Z Set drip irrigation
system, E-Z Set drip irrigation tubing 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 18A
.1900 rules amended January 1, 1999. The proposed systems shall meet all of the requirements
wid specifications outlined in, Innovative Wastewater System Approval No: IWWS-2015-03-R2
and Innovative Wastewater System Approval No- IWWS-200'7-1 -R I
Authew & Anilka Lambert
Suil'ace Drip System widE-Z Timal
MaeConnq,41 & ASSIDdates, P.C. Project bhi.° M1630 LOO

Septic,; :Emma �I:"�w � � �,,�iiiiaiir�wu�� ��tir�� and Field'�w ink
The proposed wastewater treatment system will provide both anaerobic treatment and solids
removal in a new .1,000,... gallon septic tank.. This tank will provide ,greater than 48 hours of
detention providing for adequate anaerobic aerobic treatment and solids .removal :from the wastewater.
Septic tank. effluent will drain into tl e E Z Treat recirculation tank as wastewater lbws into the
septic tank. The septic tank. will contain a Polylok P.I.....1 , Sl1Vl/"lECH ST.1F°-1 10 or approved
equal effluent filter to prevent ,solids from reaching the E--Z Treat recirculation tank.
The :E Z Trent recirculation tank is a new .l,000 & lorn pump tank., An effluent bypass valve
located in the E.... Treat recirculation:tank will separate orate theflow once e the ... Treat tr a.tmernt unit
is dosed. "l'.lne effluent will bereturned to the E--Z Treat recirculation tank until the b; bass valve is
closed, therernaining effluent will thenflow to a :liielul dosing tank. Effluent will be recirculated
fated
through the E--Z great treatment unit until additional septic tank effluent enters the JET...Z Treat
recirculation tank causing the bypass valve to close.
"]l".lne :field dosing tankis a new 4,500- allo n tank. The field dosing tank will provide treated
effluent to dose the :fields.
:'',, "'r ip "rre,, :itT iiimt Unilt
The . .otle.l 600 E...,Z Treat treatment unit will be used to provide additional treatment to the septic
tank. effluent as well as :rermnoving any suspended solids notremoved owed by the septic tank., The E...
Treat treatment unit includes housing, piped distribution systernn, sprinkler heads,, and styrene
media. The uunderdrain systems will transport the .E Z Treat treatment unit effluent back through
an. effluent bypass valve into one of the dosing tarns,
E-Z Set Drip .rf .c:rips System
".l"lne EF Set dripr ail.irr:i,gatk.nun systerrn consists of the field dosing controls, vortex :Filt:erg lnydrauaJ.ie
unit, and pump used to fluke tlne disposal fields, The system controls determine when the pump
doses the disposal field. The vortex filter provides even greaterfiltratiOn to ensure that solids in
the e:lp'luuunt do not clog the drip irrigation lime emitters.
Drip Irrigation Lines
s
The drip irrigation lines are dosed ley the hydraulic unit.. These lines consist of a l ollllow pipe filled
with pressure compensating drip emitters spaced on two -foot intervals. These e.:rnitters ensure that:
there is uunifo.irnnn distribution of tlne treated wastewater throughout the disposal fields.. The drip
l:ii:rnes will follow the contour lines at three- m .horizontal spacing and irnake a complet:e: oop back
to the dosing tannic.. This ensures that proper pressure is maintained in tllne drips limes and that there
is a. means for Rushing the lines in the instance that they become clogged.
SUTfa.e Drip System with ll s.Z Trcat
Mac o naaell & Associates, P.C. 1 m.ject o..:: A06301.110

Ultiraviolet Disinfiecticcia
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.
MaHlew &Anim Lambert
Su rfia,(X Drip Sym.em with E -Z Treat
MacConnic.11 &.Asmxiates, PC. Projm No.:: A06301,00

Project Contacts
Names, addresses, ph(.-)ne andfax:aurnbers of the owner, soil scientist, and engineer are, as
follows:
Owner-
iZtthew & Anita.Lambert
632 Wimberly Road
Apex, NC 27502
Phone: [phone]
soil
Mr. an
T. Morgan, LSS
324 Blackwell Street, Suite 1200
Durham, NC 27701
Phone- [phone]
Engineer.
Mr. Gary S. MacConnell, P.E.
MacConnell & Associates, P.C.
P.O. Box 129
Morrisville, NC 27560
Phone: [phone]
Fax, (919) 319-65 10
M--mthqrw &.Anita L,ambi,-,rt
Surftu.,,-c Drip Systern vAth E -Z Tireij
MacConin-,41 & Associates., P.C, Pmieck- NloA06301.00

Mattliew ,n.I'*.,ta, I,ambert
Clatham Cloitintly, North, Carolina
Foran- SFR"W"W'IS �016-1.16
MacConniell,,Sir. Associates, liv"C-11,
511H Cascade,, Piaointie Lane, Suite 103
111r.'ary, Tllforth (,'..arolina 27513
FI.111D. Box 1.29
Miarris-vil'i'lle, North lll[.',ar,ir)lina 2'7-!,;160
1 11
Phone: (9119) 4(0 123,9
I.Fax: (9][9) 3.19 65.1.0

Slilatle of 11111ox-th 1111'arolina
De.,partimient of Euviriviltimental 11r),ualiby
Divisiciiviii loir WIMftir llteseiaiivviDivision of VIVaiter Resources
115A.P.11TCAC 02T.01500 , SINGLE FAMILYRESIDENCE "WAS"FE1 NVA,,`,1l,]1ER 111111111GATION S"ll(STEMS
FOR FORM: SFRIN"WIS 106 JbIS& SIILIPPOR'r.ii[piiCiiG,.IlV'J 10,ICUMEr�,TT,A'I'I,()N
The Division of Witter Resources'W11111 rm1apt 21CCel.10tanapplication packar ge iiwmullm m all instructions raaurmm Ilirmlllaprw ed. Mans. specifications
P
and inapporting documents shall be prepared in arcordanice-with 15A NICAC 5, 1 AC OTT
.............................................. ...................................
........................................................................................... ..... .............. J: A I C
A 0) .15 Division Piglk,,�,Jles �.nizixiieerin. prarlices,, Failure to subuidt all requhred ltems m:aj� result
.......... fi �.-1 ............. ................................................................................ ................... I ............................ . ........... .............................................. 1 — _
ii in the appliftIll[OKI 111:1111sing Fieturned,wid will necessitate aidditional l.iiroc.,essing avid review ithine.
Fbr more iqflormation, visie the Water Quality PtrmilfiAgSecUon'sNon Unit vivIvvite
........................................
JG'eneiral - 'When submitting a non discharge application to the Water Qualfty I'lermitting Section's Mc,n-Dischixrf.F',,e Pfarmitfing Unit,
please use the foft:,wirl.p instructions as an cher, kli.st in ordeer to enst,ire all required item s are. submitted. Adfftercmccll to these insamaians
and dheelle, -ing the pnu)Vridrdl bcores will hellp produce a quicker review figne by assisting the revievver in kwathrig the requirrd miaterials
and pcAentially rcducing tine arnount i[nforrriation, Unless otfiierwise noted,..the- ALrjL1jc&Yv[, strafIl submik one, on ginal
........................................................................................................................... ..........
.anc...at...j'-.8.....St. t ..W.0 1ftheau 11lic-adan and sq., do: cumentation,
—
A.. (')oriver Letter (M.Application Packages):
ED
requm,ted perinh.ding action,
B. A pplication Fee (A.1lNle,vv and oir Nhodification A0,,pplication Packm es).
.1 Maj 9
IS1 Submit a check, money order or electronic funcls transfik-r made payable to-. North Caralina DrIpartment ofErrvironmental
Quality (NTIC1 )171%
M? 1 1 heapprc)priate fee, arnoia.vit fair new and n-iqjormodification applic-,,afion packages rna�y befourict at: Standard Rgyvienw ................................
Fees.
C. Single -Family Residence "Iftsitrwater Illrrigificon Sys.items (FORM, SIEWMIWIS 06-16) Applicadon (All APIplication Packages)::
E R
E.!l Submit the completed and appropriatcly cxecirted Sin&4`arnily Residencie Wmitelwater, Irrigation S."ysterns (17(31FZM,
SFRVOYIS 06-16) application. Any uauran,rthorized c*ntent changes to.FORK SM"WINIS 06-16 shalliresult 41 the application
packap ,ebeingrettirned. If necessary, for clarity or dil,le t1D,!;.qrace restrictions, attachments to the application rm:1y he made, as
long as th-e aftachrrients are num btred to cormspond to the section and i tern to whic.h they ref6r.,
T. f the Applicaat T.Y.I[)e in 1.2. is a corporation or cx.nnipany, provide documentation it is registered for btisiness with the
INT.orih Carolina Sec.retar . f St".itle,
I If the ApfflicBurnt 'llype in Itern 1.2, is a partnership, sole proprietxprship, trade name, or d/bla, en0ose a e()py reef" tine, certificate
filed with the Register of Deeds in the county ofbwsiness..
I51, The faf,:,UtWy narne in Item 1112. shall be consistent'vfith the Eacility name on the 1,ilaris, specifications, agreernents, etc,
E The Pro&,sshmall Engineer`s Cerdflu,,,iifion 6 of the :Single Family Residencti,, Wastewater Irrigatinn Systems (FORM-1-
S-FRNIMS 06 16)-,xpphcations.halll:)cs'[gTiiticll,:!seallca-Iwiddateilt.)ya.T,,,,loi-I.Iiil,'"arolif-talii,!enifi5edPrfaf�ssional.EI
........................ ! ............. ................................... — ............................................................................................................................
The .Applicant's Certification on Page 6 of the Wasteivater Irrigatkni S, stems (FORM : SFR,W`VVIS
Y
06-16) application shall be signed in acccrdance 'With 15A NC.M., 02T. 0 1 06(ji
.... . .......... ... 1. fler..15A N(:AC 02T 0 1 06f, n i; Iternate
........................................... .................. ....................... ........................... I
pers,on.mRy iw design-ated as the signing official ifa defcgation letter iS PFID"Vilded frcma per,,,,;ii:)n who nieets the criteria in J 5-A.
02]1.0106f,�b-
........................................... 11 ... . ........... .......................... )...
If this prctject is fiv a.pgrl.q.w q.1 without modification, use the Mm Discharg_e Sistern Renewal F-C)RINA: NM.'� application. .... . ...... .... ... .....................................................................
D. Existing Permit (All :lAodification Pack4ges)-
0 Submit the most nec.Pntly issued existing permit,
Provhle a list c)fany, iterns within the pern-Dit dhe Applicantwould like the Division to address during the-, perynit vniidificafion
(ix,, cornplianot sched- ules, permit description, immitoiring, perinit cionclitions, etc.).,
E- PiropertyO'liNnershilp Doclairnentation (Alt Applicaionllackages)-
0,' 11:1er 15AN[CAC 012'.11 �.0604 e the Applicant shall dernoristrate tlicy are" the ovvner of all propeity containing thewastiewater
............................................ I ................................... ....... ............. ( 1,
trclatment, storage and ft-figation facilities:
I,'j Legmll documentation of,ownership (i,.e,., contract, deed or article of incorpor-ation), or
r I 'Written notarized irarrit to ppnAra,inaals a,reenrne notsigned lby both partiesvdth a plat or sii,irvey map, ii::nr
El Written notarized lease agreement that %jxcifically- indicates the intended use of the prope,,rty and has been signed by both
parties, as well as a plat or sii,irvey :map.. .1l..,ca seagieernent...,;slialla�d.lipretree theltqLuir,errientsof'15.iNC.A�iI' 021..,.0107.
............................. I
Provide all agreements, easernents, sellmelc waivers, etc., that have a direct impact on the 1wkstew-ater treatment,
slc)nage aril irrigation facilities.
IN, S]FRIUCTIONS FOR FORM: S]FRV(Wj[S 06 16& SUPPOR'.11711SIG D0C1UMFTTTA]1`I0.N l. �age I of 4

F. Soil Evaluation (AII.Application.P�ckalestliat inchidenewirrigation sitas.):
MPerl 5..A M C&C (.)..21 . . ......... Q.6..0.Ajjj and cwrTent.El.iyjaj�� submit a detailed soil evaluation that has, been signp.A, sealed and dated
.. . . ....... .... . ... ........ ....... .. . ..... .... I . .... . .... .... ........ .
by a North Carolina.L.Jeensd Soil gscrcrntrarum include -sat a minimum:
IM? The report shall identify -all the site dfietds with proje(:1 name, location, and include auIatement that the sites,19.1elds were
recommended :for the proposed land application activity.
Note, if the rAMI evaluation was perfornied inoTr than one year prior to the submittal of this ap fin pac catiokage, a statement
shall be includcd indif,:.ating that the site has not changedsince the original investigation. P
Ilia Field delineated detailed soils map mWing all of there judrements of the.Soil Scienfisl Evaliuca�tion.fr .1 . I .
.................................................................. �1.
114 Soil profile descriptions meeting -all of the requirernents of theS o i I S c i qp tist Eva] yatifaii.PrO n ov.
Irk Provide all soil boring logs performed at the site.,
Standard soil fertility anal- Y sis conducted no nriorc, than one year prior to porrnit application for each map unit in the soil
map legend for the, following parameteir.s:
Acidity Fxx.Iwngeable sodium pervantap ge (by calculation) [:3 Phosphorus
[J Barse saiuradon ij.)y calculation) 1'..3 Magnesiurn 0 Potamiurn
[:]l ("alcium 0 Manganese Sodium
Cation exchange capacify 1:3 Pervew hunue matter 0 Zinc
[3 Copper
Note. T.he number of sainples will vary depending uipon the project size and past land use history. Multiple sampler for
each rnap unit are rmluirod if the irrigation zonesare separated, mid crophm.d, paisti.ire, hay land and woodai are&s Shall be
sampled separately for the same niap unit due to past differences in soil fertility manager nent.
Z Saturated h-.Y draulic c.onduc fivity (.KPA:i,) data that h[all include at a rninimum:
Ili A minimum of three KsA:r tests shall be conducted in the most restriefive horizon for each soil series in the soil map..
* All KFjA..r tea is be conducted in areas represlirmtalive of the site.,
* All KsA.T testssball be run until steady-state equilibrium has been achieves ...
* All collected Ksm, data shall be submitted, including copies of field woAsbeets showing all collected rewiings.
114 Submit a soil profile descriptionfor each KSAT data point thatMiall extend at least one.fibot below the tested horizon.
Soil evaluation reca:yrniTnc-ndationsslial.lC:iinclude at a iminirnium:
I@ A bi-irfsummary of eacb:inap unit and its cornposition and identification ofininor cor0rasting soils.,
rA Maximurn irrigation precipitation rate (j:n/hr) Error each soil/map unit within the proposed irrigation areas..
rll Identifiewion of weas not suitable for wastewater irrigation.
Recommended geonietric mean TQrAT rate to be used in determining the S.FRA...oading Rate Groiap fkw eaclisoil/map
unit based upon in situ measurernicat ofthe saturated h-.Y dratilk.-, conductivityfrorn the most restrictive horizon.
14 Recommended winual hydraulic loading rate (in/yr) firm each soil/rnap unit within the 1:y.r(.upo!tr�r,,,,d:rrrigation areas based
upon in situ KsA,-, measurenDents form the most restrictive soil horizon, The recommended loading rate must be in
e..FaiiiiiyR.csidericeWW."i.eW2gr�tt�-ii-11.�l-iaLti�oii Rats .....'alculation Poli .......... ...... gL . . . . ........................ . ...................... . _rsysl� ........ ..... ....... ................................................................................
A completed copy of the Siasgle .Il rauruili Re-sifjence Loadh Rate 'Workbf,:)o (ie., Pro.ject InCormation, Potential
1"vapolranspiration, Precipitation, andIrrigation Area Calcislations),
G. 1114:ngineeringfians (All Application Packages):
0 Per 15A NCACO2T..0604 Ui I), submit slandardsize and I I x. 17 inch plan sets that have becn signed, sealed and dated by a
- ......... . ...................... . ............. .............
jjorth Carolina
At a mintriunn-, the engineming plans shalt' include the following items„
M IFabh.,-, of contents with each shed numbered, as well as cross -reft-renced with the appropriate application iteins.
114 A general location map with at least two geographic references, vicinity map, topographic inap and site map.
r2D A process and instrumentation diagram showing all flow, recycle/return, electrical paths, etc.
* Plan and proffle views of all treatment and storage units, hickiding their piping, valvas, and equipment (Le.., pumps, eec,),
well as their dimensionsand elevations.
* Details of all piping, vaives, pumps, precipitation/spill moisture sensors, etc.
A hydraulic profile firorn the treatment plant heatorks to the highest irrigwion point.
fly It7he irrigation area with an overlay of" the suitabi e irrigation areas depicted in the Soil Evalluath:m..
Each nozzletemitter and their wetted area hilluencc., and each irrigation zone labeled as it,will be operated,
0 1-ocations within the irrigationsygem ofair releases, drains, control valves, highest. irrigation mr.)zzle/emitter, etc.,
III Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW OMILM, lit: T.IHIM
CONS'.117JUXTION, etc.) that indicate they are anything other than final specifications. However, the plans may be labeled
with the plirase:F.INAL DESIGN .- NOT.RLI-EASED FOR C0NS'.11'R.UC'.l'.1[C)N.
D4STRUCT101,4S FUR 'OPM ISFIRMWIS 06 16 & SLIPPORT114G DOCIMI UATioN Page 2 of,4

11. Specifications (Al.1.Application.l."acklg.-,):
* Per.j. 5.A NC.A(7 02T 06( submit specifications that have been sighed, sealed and dated by a Nagilh Co,rllo,11,�Ill,lirtllllaI lia,n esed
P10fessional Elf " eer.,
............... ........... . ............
* At a mininium, thespina cifications shall include thie following items.
R Table of contents with each smfion/ age numbered, as well as cross referenced with the appropriate application items.
.P ., u
IM Detailed specific: ations for each t.reatineiit/ptorage,/ir.riga,ic)n unit, as well as all piping val-ves, equipmirmt (Le., P urnips, C101
rozzles-/ernitters, prccipitation/soil moishwe sensor, audible/visual high water alarms, line.r.imalerial..P etc.
R Site Work (Le.., earthwork,, clearing -ompapting,fencing, sm.A.1ing, etc.)
grubbing., excavation, tirew,,g, backfll ling, c
Materials (Le., concrete, masonry, steel, painting, friethod of conqructicm, etc,.)
JIR. Electrical (L.e., control.1pariels, etc,)
0 Means for ensuring quality and integrity of the finished product, including age Icalc, pressure and liner testing,
jj�j Specifications shall rePre-,;!;ent a completed design and riot, be Labeled with preliminary phrases (e..g.., FOR VI::Id 011. L. V,
NrC)I'.IFGR CONSTRUCTI(IN, dc,) that indicate they are anything other than final specifications. '.However, the specifications
may be labeled with the phrase: FINAI D.-ESIGIN - NOT RELEASED FOR CONSTRUCTI(IN.
I. Engineerhkgr Calculations (AHApplication Packages)-
Per.1 5A NCAC 02'1 .':06Qffg) stibinit engini.-nring calculations that have been signed, sealed and dated by a:North Carolina
heerised.l? ' r " o f ' essional E a ' g ' r
At a ininimum, tbe engineering calculationshall include the following items:
* Hydraulic a.nd poilutarit loading calculafion!!�� for em.-Ii treatrinent unit dernOVIStrating how the designed effluent
concentrations in Appfic�dion hemV.1 . were determined (Note- "black box" cakulations are unacceptable). ,
* Sizing criteria for each treatment unit and associated equiP ment (i.e., pumps, etc..).
Mj� ToW and effective storage calculations for each storape unit.,
r& Friction/total dynaimic head calcWations andsystem curve analy psis for each ump used.,
Z ManufactuTers informationBor all treatment units, pumps, inigation 15ys tem, etc,,
JrA Flotation calculations fur all treatment and.storage units constructed partially or entirely below grade.
4M Demonstrate tht designed maxin-Rum precipitation and anniisal loadingrates do riot exceed the reconarriendedrates.,
0 Deimcv.ilistrate the specified auxiliary power source is capable of"Powering ail essential treatment units.
21 A properly completed and executed &Ralt Parnil R�P&jdrnce �Ioadi�rj . . . . . Wgrkbook.
...... . .........
I Site Map (Ail Application Packages)::
Ili Per 15.A NCACW21 06 submit standard size and I I x IT inch site maps that have been sign. ed, sealod. and dated by a
Nofth Carolina ficensed P ofe sign.al Ei �,--inecr and/or P'rof�essional I -and Sury or.
1 5 Ir, I 'rn ........ .... ....
... .... ...................................... " ................... ...... .
For- clarity, multiple siteniaps of the facility with c uIr sheet annotations rigry be sut. mitted.,
At a minimum., the site map shall include the foflowin&
* A sealed rnap of the site with topographic contour intervals not exceeding two fcpt and sho-wing all facility related
structures and fences within the wastewater, treatment, storage and irrigation are
* Soil mall:)ping units shown on all irrigation sites,
102 The location of all wells (incluiding usage and construction details ifavailable), streams (ephernt;Tal, intennittent, and
perennial), springs, Ilakes, pqmds, and other surface drainage featurcs within 500 fed ofall wastewater treatment, stonage
and inigation sites.,
Delineation of the rAnuplianc.e and.review boundaries peer ....1 5A N C.'.&C 02L . . . . . .... . (.:.) 1 02 (ii) and .0 1 0 8..
. .... ....... ....... ..... .. ....... ....... .... ..... ...... .. . ..... .... .... . ... ...
JfA Setbacks as required lay ..j 1.':A
� , 0TIN]1606.
N Site property boundaries within 500 feel Dail wastewater treatment, storage and irrigation sites..
JE All hal-sitatfle residences or places of'public assembly within 500 fleet of all treatment, storage and irrigation sites,
K. Operation and Maintenance Plan (All Application.packages)::
M Per 15.A NCAC 02T 06040 rn ration and maintenance (0,&M) phw encompassing all wastewater treatment,
..... ............................................................................................. . ...... . . .. . .......... . ), sulb.i it an ope
storage and irrigation systerns that at anrinimum shall add: res-,,�
* How to perform routine inspections.
* A maintenance schedule,
* A troubleshooting guide.,
* A layman"s explanation of the wastewater treatment, storage and irrigation systerns..
* A crop maintenance and management plan..
Z Note a final O&M Plan rnay be submitted with the partW and/or final Engineering ('ertil"jeation required umieii 5 A NCAC
Q.2--:11 �..Q I 1 (1, however, a preliminary O&M. Plan slW be � subinitted with each applicatkm packag
.... . .. .... .
I QI[wratima aii[id Mshmfeuanee A! reerneffA (All Apphcadon Packages
Per 15�A NA(� 1, 'Il'1604(h), slubrinit ar nioftirize�] Opre
boot ,and hh"JS lr)iien sigined and dated by all
deleded 1,,i',('
iropei tyQowver!Qs�
1LNsTFajc'nc..YNS FOR FORM.- S.F.RNWIS 06 - l 6 & SI..J'IP.IPO.R'l".I[P,IG.IF.)O('UMI..,N'I,AT,11(..).N Page 3ofA

M. Coninty I114ealRhn Del.mirtmeiat Denial Letter (All INTew Application Packages)�
0 Per I SA P,41CAC _15A provide a written letter from the local (.oijni/ Health Depiartment denying the site for ail
subsurface systerns.
N. Flood,way Riegratation DCmnnmmRmlmm nce OU I Application PwI,,ages where any pirxfia n of" the wastewater treatment, Sto#-dj..?,e and
irrigation systern is bacatrni withfia the 100-ye,,u- ffdmxxif.:vlajn):
0 pf.;r, 11k -PFC`AC 0,2T 0105 6) U8, prcvi&.� "Written doCUM11:1111fltaion from all local gf,:vverning entities that the fim;ifity is in
L
aR SU
compliance with Article 21 Part 6 of Cb-1 t..e..r 1 43 iof the General Stataf, 215.61,)�
.. .... ... .. ..... .... ........................................ �� § 143 215�51. thrOUgh § 143
0. '11['hreaiLenedox,End,ang,iv,,redAqufftlic,'S,,Inuet:�iesDoci�iiimentaitliCon(,kil.ApplicatioiiIaack,iEages).
0 Per 1.50L I,,TC',AC 02T Q I 05fij, ) t atin he
submit documentation frorn the 11F)e1partment's jjrj��� di,,!rrionstr
pare lsenf.:..e or absence of 11hnreaatenicd or eri[rlangered aquatic species within the 13OUirufary of•the,vvaste,water treatment, and
irrirye a6ion facilitic&
I I 11"thie: f&,-Mity directly impaas sucb spelciu;, ffais docurnpnta,Aion shall prcvvide information on the need for permil conditions
PUTSUallt to 15A 11,4CAC 02B .0 110.
11,4 �!��,.�...�Y2J�.......��'..1:..—
P'. D their En'lidrommental I.,"ermlifs (All Application Packages thaa include stirvarri or vmthmid * crossings)-
Per 15A T4iCYLC !22-.LF J) I 05L6961, -ed 1p ............ ............... :� ..................... _ , submit a capy of either the approv ermit/certification or a letter from the appropriate
rrvicnw agency acknowledging Trcei;mt of the application fcw the followingappfifmWe pegTyiits/certit.tiDati�ions-.
0 Division. of Water Ricsources" Iffa )uafit,v P(:Tlyliffir ication ................................................................................................. —W(Alands*01 Cerl-if. .......... . ........
[I PS Arrn',� CorLys ofEng nems South.A.thantic Division - 1�,Iationwide 12 or,
* Pew 15A NC 02'r .0105 1, irlr,i this -application sffiall bi"a.onsiderea incomplete or the resulting perrnit may be issued
cc%ditionafly, ifa p,cndinig issuance riff any of the Obrem, entioned. pen-nits/cerfifications directly impact the f4cility hereim
THE IDEMPIL.IIE"FED APPLICATION A,ND SUPPORTING SITAIII.J., 1011ILr SUBMITTED TID-
NTIORTII ICALROLMIA RIEPARTMENTIC)IF ENVIRONMENTAL QUALFIT
DPVISII[(')TN,l OF "WA KID RIES11011URICES
111VATER QuAl.,.Irry
T'lli[ON-DISICHARIGE 11"IIEIOW MITTIENG U.N.1.11F
.f,!y........... .. vice:
U...ice:
161.7 IVIAIL,SEIRIVICIE CEITT TIEM
RALEIGH, ATOIRTH CARC RIN, A. 27699 1.1617
TELEFIRONE NUMBER,-, (919) 7®
B.I. C uriel
........ .............. 2 ........... dEE62R!EiILP9YMU:
512 N. SALISBURY YE,
E RALMR N
- - g�— rol
FAX NUMBER- [phone]
INSIRUCTIONS FOR FORM: SFRWWIS 0,6-16 & SUPPORTMG DOCUMENIATION RagC4 of 4
.1

St8te 1A NlDrth Carolixma
Depairfinemit, ogExi-,i�iron,lin,iDuj[ital,iir nality
11DIWWOKID unmf Water Itesources a ',up" 11 VV ave'r IqUIL'SliDurces
15A N0kC 02T.061100 — Sll!iir, 1.Z.-FAM11,Y R.illia.SIDEN,iC,.,",Ili?"VVA'l�'TE"liIVAnER. 1R%.1,U110r)1kT10111i1 SYSTEMS
FOEM. SF1! I1lS 106-116
.Ill. A1'1.1'ILACANT UW40.1111MAT.111(ft
1. Appllicant's name as appears on deed, contract or lease agreement Mack " i " I , e , W,, L, , a , ; , z " n " b , en
2. Applicant type- Z Individual Corporaflon 0 General Partnership
3. Signamre authorky's per :1:5A, N1 , - AC G 1101 1 6Jb Title. Owner
4. Applicant's inaffing address, 632 Wimbe
.............................................................. Ely 11. p5ld
City: A. State,�: N.orth C,-uoflna
.......................................... 1........................... ... Zips
275,02
�5. Applicant's contact inforniation:
Triephorte nurriber: (912) 7 � Q �. 1.�Z: Fax number ( ........................ E��iiailAd,(.iress�:niiattlilvw,fl,'�,87 a.flXDrn
1. 5 ....... ... . ..... . ................................. ....................... . .......................... . ............... rea . .......
11. FACILITY.I.N.FORMAT.11ON:
L F'acilitymmnM heN & Ajaita La1pbgq:!! Sill Ifilc D P Y�jjh E�z 31
.11,111,11111, �� I m Ureal:
1. Facility F] Existing �or �N'� 1: ropos d
..... .... .... , i, .'e,
3. Facillity's, physical adidres&:JaLck 131mind
.�L load ad
city: fhaxj Ifill State.- ISloy-th Canalina Zjp!� 2 75 17-
p ................................................................................ ("'ount (-',hafliam
................. . ........................... y ...............................................
4. WastewaterTreatment.Facility Coordinates:: Latitude: ' 3 .. 5 - 48'.. 5 - 0 - Longitude-, ' 7 " 9 ' 0'3 " ' 1 8
Provide the following latitude and longitude coordinate determination inFormation:
Daturn.- I evell of acicuracy:! N s: .. .. .. . ... .... . .... paiilest..
....................................... . ..................... ecoy... .......
5. P, p
......................
illI. JC11r
Method of rnieasurcmemt,dap Lqt[121mtr,t2ln ley
IJ o n..
1. Enginecir's n,@r.nc!:,(3ary S,_ IE,� - -� 17, 16 , I
License Number 0 F1 rin
Engineer's irriailing addireim! 5101 (��ascade Poh'i[te Lane Sufte 103 - - -------------- I ------- ---------- ----------
Cfty! (:'art Slarbel'; N(,mth Cmvihna
-------------- Zip, 27513-
2. Soil Scienfist",is nmrrmEvainT,, Mbi n
------------- —:m— License N ber,u 13410"
Soil Scientist's maihny� addrcs&: 324 Blackm'. 11 �S ree ke 12100
5 --- ---- 1-1 1 ---- 1 le_,l ---- t-1-1.1-i -----------
C1ty,::Dixrfia,rn Sae, North Can)Hna 211 1111(A
-------- -------------- —1-1-1-1-1. , op
1 D 1,)ax number! i(
--Q ----------
W. G"ENERArl, REQUIREMEN"I'S 15A 114CAI(",, 027 11 .0100;
..........
1. Application t L7J
.Y pe- - New 0 Major Modificarion
If a modification, provide the cxisfing pennit number- WQOO
2, AlC::pllicafion fbe: $§..C.).
Email Addrcsg!
Minn, 111r(,g 00�s Ein,g
� iLiiWnUUD9
E,,'maiB Address:
01 Minor Modification
and most recent issuance date:
1 Describe the ciri
1211 x1s, &H in
122],, 4IDr por boldroinim
4. Wastemnater flcrw:360 GPID
FORM. SFRWWIS 06-16 Page I of'6

�uuuuilC q� � �im!C ��Qu
St lltle Of NiDu diii CaroIIIi:ri
�� luuuuuiilll� ��� ,,,,. I q Ile tllrllr ! Ilt Ir. wlle° Ilrm�carml� m� � lQuali
IlDiVlilstiffira Icro "'IrJ� ���Ilr 11 �� llrllr�rm�l!
15A I°i1lY:':.' 102T.0600 SllCN(.11 Ilf n1(d^,...FAlw. J ll ., llC ;IIVi ra 1[ JV. !I,o1" I ', d � 1 4V Pkw.11f lf� llli ll llEft 111 :1 i1Y �� .elf ICJ T SYSTEMS
11POIR19 IL. I IIFI'lli 'llIN S Il 6-1115
FORM SFRWWIS 06-16 Page 2 16,

IN. G'Ik..NE1,!A1., j5A. Ni(-AC oxjr.wpiyl (CONTIUNaJEM):
..................... . ..................................................................... ..
1.& , �CAC 0 �2r . 0] 1.4, t!xplain how the total wastewater flow, was deterrninir&
EstablishmentType Ham, Basis Fow Number Flow
PerlI Ynit f oUnits
Sungle Fainfly Residence gaUbedroom 120 3 360 GPD,
ga[/ GPD1
360 GPD1
6. stre,�arri�iorwiE�tiandcrossir� t
applicabie peffnits/cerfifications? y gs, what is the %fal:iLt,� of he followling
Pernift/Cerfificatkin Date Date, No Agency Reviewer
SU A 3������iiiroved
.............. ...................................................................................................................................... —L i
Nit i::ufion,%4Ue p 2 m 404 N/A
Weflz n i s 4W
N /A
7. What is the nearest.100 year flood plain elevation to the facility? ............ _._ feet mean sea level. Source- FEMA:
Are any treatment, storage or irrigation systems located within the 100 year flood plain? Yes or No
IT yes, has documentation acompliance with.Article 21 Part 6 or Chapter 143 of the GS,, been provided?E] Yes or IF] No
V. ll[)ES.IGNCIII I'TI '.IIR,IA.,!%.ND SEI'.'B,A.(..',,IDS 15,A.IINllt:.,,,Ii�.�C,02'jT.106C�5,&.01606�.
I..� ........................................................................................... — —
1.
n:!wid.e thie, e.sfirnatedl influentdesigned effluent concentratilons firom the migirreefing calicuiatilons t�o vrTif� conformance
with 115A NCA(-,., ()27A6105 ............................................................................ ............................................ (1.11for the k:fflo,wing parmnelbers:
dt
doamaasal
cn
centration
DegerestsvtWa,nEsonventration
Fri onI
Por totorii,ue
r<
ich
BBoDemical Oxygen Demand
---DCogn
300 n1gfl
::30 Ing/1
30ing1(O
Total Suspended Solids (TSS)
3100 rng/,�
........................
=30 nd(]
..........
530 fnglp
Anunionia Ninogeri: (NU iN
25 Tng,1
<=15 niig/1
< l 5 mg/�
LF-ec"dl Cofironns
................. 1,
20pWnil
.................................. . .
00 colonies/1 00 nfli
2. Per 15A. NCAC 021 .016105
.............................. - 1.), is the effluent placicd directly in contact witl'i GA claossifiled grolandwater'" �, ... . .. ... .. ... I Yes or' Z No
If yes., have predictive calculations dernonstrafing such placement will not contravene GA groundwater Standards been
provided? [:] Yes or [D No
3. Pier.J 5 A Q.21 !:..0 6.Q.5
. ... ...... . ..... . .... . ....... .... . .... .... . .... .... ., are any of the treatment or s,,torage uni[S exicavatcd into bedrook"I I ..........➢I Yes ur IZ Nic.)
Iff yies, hasa I 'O mifflimeter a.y,nth(l°ac Hner b�e�en provided". Yes (1:11an Shirct� specification Pap ..... . ........ ge: .............. . or No
4. In accorclance with 15A. NC 1 1.0 ........... I ........ . 10605 -e any earthen treatinctit and szorage fac.,,,iHes rovided? �Z No
............................................. M 2 . . .... ...................... (g), ai P Yes ol
5.. In accordance with 15A. 1qCAC..02],.'..!:.0 5 hz�ive any b: -pass or overfliow lines been provided? Yes or No
......................... 610
y ........ . . ...
6. If any [realment,storage or anigation systems are Gioicated within the 100 year flood pWn, In accordance withl 5 A N..,.( &C 0.2'1.'
�D.1.61,15..Wl, which systerns are, affected and what measures, being taken U) protect thern against flioulding?,.N.I.A...
7. In accordance with .1....5......A..............N........(......Af..0.... .2..1.... ,0...6.1.0......5 jj1, has an op(.,ration and maintenanicie plain been submtted'
" .11 Yes or No
acicardvmce with 15A. N("AC 10,2! 117 .06,05 w wHI to the irrigation syst(.nn be- Provided"? 2- Stranid 'Wirt-
......................................... .. .................. .............. I .......................................... (J.
ftmz5m i� iZ, ...........................................................................
Are,zili treatrrucInt urrits and control parrels locked to pre,vent en"? [1,11-11 Yes or �,10
.. ........
9� In accordance,with 15A do the designed irrigation loading nates Item InTAJ excelm., the
soihicienfist rmon-hmenided loading rates (see Appfication IternVI.L.1)? Yes or E No
10. In accordance w � 0 � 15 A N, A C 02 f C 2 d oles the seph c tan k desi �g� � ad here � o 15 A N CA C 18 A 90101? N Yes or No
— ....... .....
FORM,, SFRW'WIS 06-16 Page 3 of'6

V. DIEM[( ;;N CRITERIA -AND SETBACKS 1 5A. PNII 111C,�Alc Orr .10605 &, 101606
I L In acf,:s and anise with ]5A.N(` A11C...Q. what is the specifi ed method o�f di;si nfec ti on? Ul tr-,.rvk:flet
.................................... i;� .................. .......
If a:,,Morfite,,Eqxcif�r contact detention time pr()vide(,L:.r4/A minutes and wbem contact firneoccurs: .................... ..........
the nurnbe,,,r of banks. J., toW, hiunps:, 2 and am ,uwJYnurn flow c,,tpzwiV/:: .:.1 0. GPM.
In u a adnimurn c� , oraigve b,r w e age dafly flow betwern thie
..... .................... , h, f five. d�ys ofisl aj.� d on woex
pump offfloat anf.1 inlet iuverf. pipc been provided? r? .........
, "Ifes sera No
0 '1
13. In accordance wiffi 15A r k.( �L)6
2 _O, Lj haveaH umks containhIg purnps been provided with audible and visual alarms
that are exterlial to any stn,;i.ctun.,,? R ad (Plan 15'hcrt� D 101 �& Specification 1111age".5.-6.) Or F- 1',10
.......... ........................ .... ............. ......... I
14. In accordance %ith 15P4. T,W,06C 02T ....................... -1 .................................................. I&Q-5 Lo), has as precipitation or soil moisture sensor been provided?
D Y,fni (Plan Sheet: 102 & Spelciffi.:��,,:Ition Page�,,8 orF
.
15. In m,sc ordance with 1. 5 A Ij,,lCA,C1 02 Aau. arentseaw.mai
hig �aFnp
gh water tabh:111 (SHWT)and the, ground surface been pri,),vid(xi'�` es or No
16. In accordance,with 15,A PZC) C..O 'T 5 iasa.mjni:mu:n:ri(,)f1.2 inches Of yr f cal srpHration between any erched semscynal
................................. - .. zO rfj
. ........... N ......... 1 2 .......... ....... f9i p
high wateT table (SITWT) ;,.ind the Lp-ound snut.tce been provided? rX., Yes or F. FATo:
17. In acc(.:)rdance,w ith 1, 02T..,,o605 -ig nac .........
......................... ........ .................. .......... ........ .......................... (1), iJoes the designefJ! annual loia�Jli� exceul 50 �nf,,�hes? -s or Nf,:a
J& E)f,:ws the proJect C(:)MPjYr withall serbacks.found in the river basin nhq,s (L! bK..7fiiC,' N.02,00? 'Ves or Ej �,,,lo
, .............
If no, fist non-cornpliant setbacks.�
19, Per an,1° CA C C)2
........................... i ........... . .... ............ '.. 0 verify setbark cornpliance, l:wy providing the minfinum field (,:)bserved distance (fi) &om the ficifitys
.............. ....... 6..
irrigation sy^;r"IICM and treatmenUstona e units to each fisted setback j:hirametff (Note., Distances greater than RM f6l shall be
rnarkcd 141A.):
Setback Parameter Irrigation , :t reatiiikeilt /
.............. . .............................
Any hablitable resideDee or �!,Iace of" asscry,Ny, undcr selmrate ownership Sao not to !)e
rna�rftained a N/A
t site
Any fiabitaNc ii,esidence 11,rrPhtce Ofasscrnl�ly owned day the Plennittee to be maintained uas 164 ft
PEt 2fk�ecl site
Any, pn,nivata°unrynulrllia1rrata,r supply source Nl,/ A N/A
Sur Faae waters (strumis initcl,inittent and peTeinn�al, ��ierennia� walerltod�cs, and vveflands) NIA N/A
Grounid,water olowerhig ditches (lvhcric flte buffi�rm of Uric dofch untersects the SHVIT) K/A
Subsurface groundwater lowenng drainage systems N/A
Suifficewater dnveisicjos (ephen,wrrd stricains, ljitches) N/A
...............
Any wefl with exception of' niortiWiiing wells 13 0 ft 108 rt
Any prq�)crvyHne 610 ft 10 fi, ft
Top of'slope or Cuts Oft"Aw f`eCt oii° -nori-, in vertval h6ght N/A
Any iwater Hne rrom a &posaN systern 300 ft
Ary sAdinnding pM NIA
'PtAilhe Hglnd Dfxay 85fl
............
Nitrification field
Any Ibufldng 1buni1ation or baseinem
W1 ft
20.Am anysetback waivers pToposed flor fl'uk tic it M Yes, or NNo
If yes, in arcordaxxe with ]5&jM1CA(. ..�)��T �,0006�Q, �.�,aAbrnit the aj.-Yjpn,-)pH,afi,, sctlxack wa�ven-; ............ I ...................... that have
lb,een notaxiz(.,,,d, signed 1�yall paxties involVed pmd recordied with the C'oiunty Register ofEeeds. Waiv . ir.:,�rs involving tluua
CW'TlpliarnjC�T, shall be in acciordiance Mth L5A 191CA.C' 021. 0107.
.......... ... ................ . . .........................
FORK SFRWWIS 06-16 Page 4 of 16

VI. WAS"ITKWATER "III"REA.,'rmFIK1r & ST"URAGE FACILITY DES1(,FN:
.1. 7)�pe iof treatment 1�ysterni: S.Ufig...bgk..�
2. Provide the requested information
for each treatment/storage unit and its associated mechanicaT equipment:
a. PRI'LIMWARY
PRIMARY TREAT.M. FNT (Le., physical removal operations):
Wo
No. of
mantifilefilrer or
I)IMensions (ft), I
Volume
11
spei4fiefillort
........... ............
Units
Ninterial(III
E!Sin �g
....... ................................ st
RekrelliCe
septic, Tank
I)avid Branfley
9,10x,,I 50,87
1 1000
D-1W
Sons
el lest
select
--------------
b. SECONDARY TREAT.M.F.W.F (Le, physical. biologicM
and recirculation processes)-.
. ...........................
.................
reatment Unit
No. of
Manufacturer or
V qz I —Me
—PhIll Sheet ..........
S i 0 a I
.............
Units
materfidmss
al)
Reffi-enee
Reference
�bi�eirculafionTanh
)avVd Branfley,
x 5 08x4 83
�:I000
l)- O�2
2 31
...............
Z I rest
V
E Z Trea t
7 29x,,I. IMP" x3._8,3,
360 GFT
API06
4 5
SeWt
. ........................
DISWEECTIUM
Freatment Unit
No. of"
�i;;�&CAIWIPT' Of .
. ......................................
Dimensions (ft)
01IT
V11me
�Plan Sheet
splecifica oil
Units
N
'81)
Reference
Reference
Ulbavk4et
E Z Treat
2 5Dx�lll
10 GPM
D 10`7
7
Select
d,
.... . ------------
MantiNctuirer or
0. of
Iuntmnt Effective
EfRetive
I'lan Sbed
�Rleference
Specill7catilon
Material
Units
io,, 011,si�,Its (ft)
VoluI ume
sturage
Rii,*-rence
.......................
21)
�)
-jg2,,—
)m,id Brantl ey 81
73,92x(i,
—
sons
50A:. I67
4, 010,
P, R03
e. FIUMPS�
I
No. of
Purpose
Manufacturer
SCYY
Planl'-ficat
specification
IIIIII)II
clerenice
Rekrence
I )iiosc to� E Z
3 61, 100
D-q102
4
Pod
.......................... hp
��icld i),n),gong
Dose to drip fi0d
SSA Rite Step �20 1/2
2�7
f. BLOWERS
0 C ation
No
I Tnits Served
-capacity
Sheet
Speeffication
Blowers
e
'(�'FM
Reference
Rieforence
NIA,,
g,, MIXERS:
...............
FORM: SF RWWIS 06 -.16 Page 5 of 6

I' Refeirc iicv
N

V1111- IRkRIGATION S"Y'STEMDESllGiNi.,
1. Are therearmyartificial drainage or water moveinenot structures within 200 feet of the irrigation area? IF. D Yes or [K No
Dyes, please explain if the Soil Evaluation addresses artificial structures and indicate if these structures are to be maintained
or modified:
1 What is the proposed cover ciop'? Fa"i m:w,, or Bernwula
E : � e . .............
3. Soil Evaluation recommendations:
4. Irrigation System Information (Note — this tabic, maY be expanded for additional fields):
. . .......................
F Area Dumini, t Designed Designed 1,81itude' ,ongitude 1 Wateii�1!1,11ady
I on; C, �� "!
Sall sell"Ics Rate Rate T j Strewin Index Classificatioa
(DW) (Di NTS)
............... ...................................... . "I (hi/hr) (W,�T) I I N o
111111111111111�����:�� ..................... ........................ .,,, ................................................................ ........
L62 CrB 015 2138 35" 8 �4' 531 . . ..... ... �7'9 " 03' 2 N/A
H 0
Q I
................. . ..............
. .............................................. ............ ..
�w 0 ��—L . . ........................... ....... .................... ..........
Provide the following latitude and longitude coordinate determination information:
Datuiw Unknowni evel of:wcuracy rqearemj tf m' Method of measurement,
Add,1g-Eq qigti-ji�'ng
For asskwn��,e deternhiiTig hidex nuniber and its asso6atcd clissification, instructions may be
downloalded
2 01 11 o e T o t 0, Y1 I
Spray Irtigalkin Design Elements Drip lirflgatjoiim Design Eleiineiiits—
. ..................... . ....... ......
Nozzde wet�ed diarnicler: N/A 11 hrnufler wetted arica:df�
...........
Noizz e wetilrd ircaIVA flF Distance between laterak2 ft
Nozzle c�:ipacky N/A GPM Distance between emiltcrs1.5 ft
Noted e manijfacturei/nwdeL N/A / N/A Emftm 0,53
Devation o�)fHgliest nozzji-,N/A It 11 E�r'Hitter manu&cwrer/nwde[° wameflow
.............
1 Specification Refbrence�� N/A Devanon of higiie,.,t eTn�ttcr% ft
Specfflcaflon Referenc, e Sec App[icaflowi Package
FORM: S]CRWWIS 06-16 Pagie 7 of 6

I�Nrorvwdoiiwl Cv! fincolion:
..................... . . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . ..... UUC""IOvin tl'llls
. . ............................................................................. ".._ ................. .. . . . . . . . . . . . . . . . .............................................................................. .. .. . . . _ ........................ . ...... .
11,114airric ItcIm 13""1
has been re%imed by me arki 6 nixtimme" votnplc�c anti colibbAcni Willi the irklurmation supplim] in 11W Plans,
cakuldom and all wher suprkming ckwusnenutV to the fwst of roy kw3vied1c I her nuem that U) the W1 of iny knowledge We
prolmsed der-ign has hcen prc;xuW in acccwdamv sth Ws applicathm IrAckage ami its instnictiows, a% well ws all applicable regulations
and statuRin, Allhough n1hur profminnals 111HY have devc[OP441 I portimm, of tam
�iuhtnhwj parkage incluskm ni'thew, matclink
utider my %ignalure and mm! hWnHk% dial I have iiieviewed IN% imiscrial aful have itulled if it) tw Consistent W Me jmqxxwd 4ksifn.
Non mwordance with Gmu" rwial Stalules jj2zjjjAh& mad 143-215.68. any ;wrmin who knowingly Fuakc,� an� false sraccowng
FCPcwMMWm (z celAkadam in any amAkadmi ;wwkayc shall w�"hy ci a Elms 2 which ingey igw1u& a finc ntA u)
exceed 5 10AX), ws avil as cWU pemdHem up to 521MM) pr vhAwkw, .01
North Carcol ina Pinn essoconal Egiginm es wal signature, aimi &tc:
"
SEAL fln
17069
MACCCIO
Applievol'Is CIvrillicnithan 1"'r JUA—:11's
L Anita Lann
.. .
blert
.......................... . ......... . ..........
'p n- If In" I I lh,
��I�x,, FIIcp H C ,', h,"a ine ajTld 11, 01111d �uIu11fl01:' lko Ciftl"e-NI i11 uw,! 1 q I! I',", lc'I] VAI lurjtlt' ,f w I,][ fl%vl 914
hum da"Vm W"Awye YMOM h; VIN&T %Wcm or Ow IUMJ "A 'nub in an Awnedme vwhmxwoH a5un Monme Wde o%d
14,111 nuI4,1" I I'lo gym" pulwa To I )A low �111 G III 1�1%, k?,v%vn1! 1" c I %,h11dd ,�11 ,^, indmull
a1111;o u1mit"11 si"111114I ttKo it I"01 rcijuri ci,i [larl" ffl" I qtphw= Padoge Ue MM :nnqAMA amt sm a A wred
fll I flj" flO ntcu a f, o 'III and Ataw,,hn lic'n w "In �w 1!111 111ol u(, ludiv4 1 , rh IS i �4w i � In pa '' 1, ap," u W hs: whm m! W nx�v wo w Wkm I h ; to ow:" u 1[ �,
two Ow qT6MY V" W! WNW h. Wn hmm cMn&Wj44 anemkinnwMal tike. has lail,:ihvo + Ilhoiu#
iostne" diuc�,rijo, I'J%C MI11 U1011"IlklAhl MIA YWAY Woe AqV"k hU%e JWVJJ VXbjW*j 01 kWojMW& We OMN&WH MAhWj�
mime o"mpkawv stKTA, wmddnimi hmv any =Wne anmml kv, jv; 11% NCYU:02T (Wm
Nok hn a6mdmhv unh fkmml SNawch jjjQALj ami jQjjjnU,wO gwo; ax, snum"ITI;
"Whes aq LIAM: SlAvn1cm,
011, jjij ajv�, "11WPIRYIP"I Pa"kayc WhAl h: Pudq M a fIns 2 nnWnwawm
whwh
imn
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July
Z-9
'1'
. . ............ . .... . // ....................................... ..............
0
�[ I IR 10 SkOk"Al, 114 Cin, 11A IND, Nod 6

Matthew ,n,l"',,t,a JI.,ambert
Jack Benlrivl Roald,
Chathiam, Clounty, Nlortlli, (',"'I'aroll"Ina
Proper�y Ownership Diocuinentation
MY',[ Po.inte Lane, Suite 1103
C I Orth Carollivni. 27513 Y'l
IIP.,10., Rica x 121119.
PlIkortIlb 'C""air-,irAina 27560
Phoine: (9][9) 467-1239
Fax: (919' 311 65'111,0 9 '1

E
BOOK 1, 0 PAGE 4 94
FILED
ClIDOMM Couft, Nodh Can)lhm CHATHAM COUNTY
REBA G.T140MM Regkbw of DeWs REBA G.TH01WAS
'Theme comftabgs) of REGIISTEIR OF IDEEIDS
JAMIE L. 0- UNTER
FILED Jun 19, 2003
AT 09::5514am
ndery1notaides Iwtnlwic BOOK 010,29
Ififare codified to be cormxiSTART PAGE 0494
.QMA- ZIIN &W.. EINID IPAGE 0496
AEGOOM - Regiskv or Deeds INSTRUMENT # 09684
Pmpmved By: Gom & mewkL EQ, Bag 198% NOW% IQX27312
Raftan Tm Gmadw
pxvcff =I -9-
STATE OF NORTH CAROLrNA
DEM O.F.DIVIsioN
COUNTY OF 04ATHAM
TIM:NCR ED, niade and a*xod into diis.j(e__ da.y of .-dLL&e-- 2093, by and
between CURTIS L. SORRFILL, and wik LORENEM. SORRELL, GrRatOn and MACKIE W.
LAbMERT, a bingle person, 632 Wnon bcdy RmA ApmNodh Cambna 2750.2, Gnmtec;
3911NESSEI.H:
WHEREAS, Mackie W. Imibert Iind Curds L., Sorrell jointly own a certain. pwiml of land
consisting of approgimately 70.663 acres lying in Williarns Towndiip, Chatham County, North
Qrofina; and
'WIJERFAS, the owners desire to partition said land to the and that each will own in
wvcWty his or her share of ujd land, and ewb wishes to execute dds and one other deed of even
date herowith to ac=Wfish smd purpom
NOW, THEREFORE the said Grwitor, in consideration of the sum af TEN DOLLARS and
BEG-WNINGat an existing imn pipe in the nom right,of-wa.y of NCSR 1717,
thence North 55 degrees 34 minutes 50 seconds West 118.51 fed to an exisfing
iron pipe withECM Guard, dience North 64 degrees 37 minutes 41 seconds East
717.40 feet to an existing iron pipe., thence North 00 degrees 22 ininutes 19
see ads West 275.57 feet to an existing iron pipe with pointem in the southern
line of the property of the United States of America, the nce'North 68 degrees 00
ndnutes 41 seconds West 14232 feet to an existing iron pipe, th.enoe South 60
degrees 24 nunu 01 second West 1,133.31 feet to a pDint in the centerline of
NCSR 1717 thence along the centefline of saidroad the Ilowing courses and
distances: North 60 degrees 13 ndnuws 37 Seem& West 5331 feet, No 58
degreas 16 minutes 20 seoonds West 50.48 feet, North 55 degrees 54 iniviAtes 28

10 2 9 FAGE
.secondsfi 56.56 feet, North 53 degrees 32 minutes 30 seconds West 55,95
feet, North 5:1 degrees 17 nrimites Od seconds West 54"94 feet, North 49 degrees
41 minutes 51 seconds West 51.50 feet, North 48 degrees 19 minutes29 seconds
West 88.39 ffieet, . odh 47 degrees 58 minutes 21 secomis Webt 103.39 fbA and
North 47 degrees 47 minews 00 seconds West 841 M feet to s point designated
point "°:r on the plat, hereinafter referred to, thence leaving said road and running
South 88 degrees 29 nunutes 59 seconds West 158.53 feet to an exisug iron pipe
at ram rock, -thence South21 degrees 53 minutes 53 seconds :Fast 1453 fbat, therice
South 2.2 degrees 23 minutes 30 seconds Fast 99,91 Feet to an e „s. " iron pipe,
th ee along s .branch South 68 degrees 26 minutes mutes 51 sir xamuds East. 9.4 :feet,
30 degrees 04 mint57 seconds FAst 8,50 feet, South 54 degrees 4
rninuw 22 seconds'East 11.38 feet, South 09 degrees 05 arinutes, 13 seconds ff
20M Feet, South 2.5 degrees 30 minutes 24 seconds Fast 52.03 feet, South 42
degrees 02 nihautes 38 seconds 3432 fed, South 04 degrees 07 minutes 44
seconds Werst 29.61 ff mnmu0n 69 degrees 08 minuter, 40 seconds West 12„5 feet.,
,South 39 degrees 59 Yninutes 24 swonds East 21, feet South 26 degrees59
minutes 21 seconds East 16.33 feet, South 39 degrees 55 minutes 29 seconds
West 103 feet, South 08 degrees 13 minutes utties 02seconds Fag 10.04 feet, South
55 degrees 21 minutes'33 seconds Fast 17..29 feet, South 29 degrees 18 minutes
27 seconds Fast :15.17:fact, North 85 degrees 43 minutes 55 seomAs Esst 24.12
feet, South 25 degrees :11 minutes 19 seconds tt 25.3.3 feet, North 69 degrees
04 minutes 10 seconds East 10"17 feet, South 13 degreas 2A rnuinu ,s 19 seconds
.Fast 20.52 feet, South 49 degrees 50 minutes 08 seconds East 14„45 ftet, South
36 degrees 26 minutes 50 seeomnds :F&stt 23.04 leat, South 09 degrees 37 muuamnuutt s
13 seconds Fast 17.74 feet, South 57 degrees 55 minutes 21 seconds t IC84
feet, and Smnh 82, degnmi 07 rninulas 28 seemnmads :F s tt 3.30fifti, thence leaving
said branch, thence South 36 degrs 59 minutes nun 25 seconds West 18.56 feet to an
existing iron. pipe, thence South 36 degrees 59.minutes 26 seconds West 82"5 fee,
to s new iron pipe, o uth 16 degrees 22 minutes 00 seconds East 660:feet
to s mnspt. set at s disturbed existing iron, pipe, thence South 36 degrees .50 minutos
39 seconds East 61"88 fact, South37 degrees 41 minutes nut 36 seconds East 82A2
fed, South 44 degrees 30 nni mutes 20 seconds :East 36"22 fbCt, South 14 degrees
06 minutes 47 seconds East 51.72 &et, South 21 degrees 06 minutes 10 secands
West 26.84 feet, South 06 de . s :10 mmutes 02 seconrls,.East 46,. p 4 feet, South.
17 degrees 41 minutes 57 seconds West 22„93 fact, group 13 degrees 58 m " .utes
57 seconds Fast 43.70.feet, South 09 degms 51 minutes 34 seconds Fast 6L91
fee4 South 29 degrees 2,4 minutes 53 semmumnds Went 32.55 :fleet, South 05 degrecs
58 ndnutes 40 seconds East 68.41 ffeet, South 15 degrees 37 mmdnnnttes 45 seconds
.FAst p5"54 ff On 1.4 dcgur 49 minutes 12 seconds East 36.23 fee, South
33 degrees 29 minutes nua 56 seconds Fast 35.09 feet, ..South 55 degrees 07 rainutes
03 seconds.Fmst 40,9feet, South 14 degrees 43 minutes 09secands Fast 59"4:3
feet to an ffsttpng im> n pipe in the eenntterppmne of uu branch, designated point "A."'
upon the pspstt hereinafter referenced, thence North 57 degrees 46 minutes 55
seconds .East 792 BW to s new iron pipe, thence ffn 68 degrees 44 rainutes 38
. as East 71p" 0 feet to an existing "'On pipe with FCM guard, thence North
55 degrees 4 amdmnuutes 50 seconds West 184A.8 feet to an existing iron pipe with
ECM guard, point ntt. . d pupae mu:F:IB:F; ' , containing 35"332 acmes and. being
all of Panel 2 according to s ppsfi of record in the office of the.RegisW off.Deeds
of Chatham County as PS 2002,..397, reference to which plat is hereby madefor s
more particular dewriptiom
TO.RAVF A ",.T OID the aforesaid hie or pamel of land and all privileges and
appurtenances Oa to belonging to the said Grantee and heahevq and assignsin :fee Sanwa pe
d the said Ckantor does covenant that he Isseized of an undividrd one-half ' in qwd
lands in fec simple and has right 10 convey the same in .e simple; that ffromma. all

MN
BOOK 10 2 9 PAGE 496
cuej[jmb=r= excclK as set krth below and that :fie will my and detend ffic Wd title to the miue
agabW dw chum of all P=UrA3'WbVM%WWW CKMIK for the exCqW011W hm = StRUA
This c=yqyanrr is nu& mbjoct to ad valorem piopffey taxm fog, ZP03 and subwqzmd:
yem,, to thenghts ran" wayfm 111rFIR 1717, and to any officy- eammen.ts and encungxanws of mm.Y.L
Whmeimr used herain, dw singWar number shil inchok,, the pluml, the phWal the Riumdar,
aw,j the um of wy grtxW sW be applicable toall Sft. widam. as CCWxWxt may indirate.
INTESTB401W NMIMEOF, the said Granter has hmarto wt hishand mmi seid dkr da:
y
and year first d*ve writtem
.......... ............. w z"I
CURTIT15 L. SOPUKRLI 7'
AAgdg15.Z.304. .... ... .... ............
1,I0Rj.,.'0Q., 1W. SORRELL,�
STATF OF NORT19 CAROLINA
COUNTY OF CHATHAM
.11 a Nomy Public of die County and State afro resid, certify fimt CEN111S L. 190RRELL and
LORENE N. SORRELL, pemnally appeared before me flus day and acknowledged the execution
off fbrego4 instmnent
Witness my hm-yd and official 9MM or seal, this _LLp__!#y of Q%aZ-- 200.1
14y
ik)Wy Public

Matthew mu
.,�',.
nnbert
'Jac. Bennet Road
Chatham, (��',bunty, Narth. Carolina
Soil Evaluation
c11641:�:�. 'C scaidie Picorillint Lanilcmo%Re 10
Ili f llll`;!Ij a, o�i u111 1�; ]II. COX= 27513
RA BOX 129
Morrisville,, North. Cardlina 2756f.)
1?ax: (919,) 1-4I i ;55 IID

I ir-j-,N I I
'EVALUNn(IN
SilM Ifl....&I 111,F,A.1M[.11111LX 11111111:..,�SIIIDEIINCE
JACK BENNFTT RGAD
Chatham County, NC
Three Oaks J6b #22-7082
zmm�
Anita I.,anribleft
704 Wimberly Road
Apex, NC 27523
Uffamm,
1/00
324 Blackwell Street, Suite 1200
Durham, NC 27701
[phone]
July 22, 20,22
.. .. ... . ..
Evan"T, Morgan

Table ofCaritents
1.0
INTRODUCTION ..................................... .............''^^^^^^^^^'^^^^^^''~^^~'-^~^'^^�
1,1
Site Location ......... ...................... --- ...... ....... ............................................ ....�
1.2
Project Description ,,,,,',,,,,.............. --- ....................................................... I
13
Proposed Wastewater System.. ... ................................................. .~....... ^.... .._l
1.4
Study Area ... .................... ,................................... ~~.... ......... .... .................... }
2]]
OBJECTIVES ............................................................... ..'—~~^^~~^^^^^^^^^~^^^'^^^^'^^^1
3.0INVESTIGATION
............... ....^^^^^^^^^^^^^^^^^^^^'~^—^''^1
3-1
Soil Evaluation ............................................. ....................................................... 1
3.2
Saturated Hydraulic Conductivity Testing and Reporting., .....................^.^...... 2
4.0
STUDY AREA DESCRIPTION ... .................. ..................................................... ... 2
4.1
Regional Geology and Local Topography ....................................................... 2
4.2
Vegetation ........ --- ....... .......... ...�.................................................. --- ...^^.^^....... 2
4.3
Jurisdictional Features ........................ .......................................................... 3
4/4
Soils ........ ............................................................... —'~^`~^^^^~^^^^^^'^^^^^^^^'^^^^`^'^^^3
4.5
Saturated Hydraulic Conductivity Testing ........... ................ .....--- ...... ...... ..3
4.6
SoilFertility .................. --- ..... ............ .............................................. 4
4.7
Area Available for Wastewater Application ...... ........ ...........—.^—^^^^^^^—/4
5.0
HYDRAULIC LOADING RATE ASSESSMENT ........................................ ....../4
5.1
Design Coefficient and Justification ....... .... ---- ......................................... ...4
5.2
Water Balance Calculation& Recommended Loading Rates. --- ..--^^^^^...... '5
5,3
Instantaneous Loading Rate ..... ---- .............. ................... ............................... b
5A
Minimum Required Storage....... ....... .............................................................. 6
6})
AGRONOMIC REPOR][......... .......................... ......................... ............. ........ ...6
6,1
Receiving Crop ,,,,,,.,,,,,,,,,........... ---- ...................... ........................ ........ .6
6.2
WastewaterCharacterization .................................. ........... ^---^............ ... .^7
6'3
Nutrient Loadings .......... ....... ............. ........... .................... .............--...7
6.4
Soil Testing and Recommendations. ....... ......................................................... 7
6�5
& Recommendations ..................
7.0
CONCLUSr()NS.................................. ---- ......................................................... 7
8]0
REFERENCES ... .................... .—............... ............................. ...~............ .... 9
Appendix A.. .,..,F i gure s
Appendix B'^_................. ............ .......,,___.,._^^^^^^..Soil B'
.Appendix ^^'^^^^KSmT Data Sheets
Appendix D,',,,,......... ^^^^^^^^^_^___^^^,^,,,,,,,,,^,~,,,,~,,, SFR Loading Rate Wonksheet
Appendix,,,...''.,..,,,,,.,,....... .^^....^'^.^.^^...,,..,,.,,,,Soil
^au&.BewymxRomdSPR Soil Repor( Ah,2�J2

Table 1. Map Unit Symbol, it Series, and Taxonomic .......... 3
TkIe 2. KSAT Test.R.esul 4
Jack Bennefe Road SER Soil Report ii July 2022
Three Oaks Job #22- 7082

1.10 .1l,liNTROD'[Jli(.'..,"Tll(.N
17hree Oaks.En gineering (three Oaks) was retained by Anita Lambert to conduct a Soil
Scien[ist.Evaluation for the permitling of a wastewater surface application systena for a
new three -bedroom single-family residence.
Ll Site Location
The project site is located at Jack Bennett Road (:Marcel .113: 79888) in Chatham Coun. ty,
NC, and totals ,2738...acres (Figure 1).
1.2 Project Description
Anita Lambert is proposing to install a new surface application system to allow for the
site improvements. The design daily flow is 360 gallons per day (GPD), The proposed
system will operate in accordance with state rules 15A NCAC 02T. 0600 (2T Rules).
1.3 Proposed WastewaterSystem
Wastewater will be treated to standards that meet the minimum standards in 15A NCAC
02T.0605(b). Wastewater will be applied using surface drip or spray irrigation.
1.4 Study Area
The Study Area referred to in this report consists of the pine stand in the middle of the
property south of the powerlines (Figure 2). The study area is approximately 1.62-acres.
2.0 OBJECTIVES
The objectives of this investigation were to evaluate pertinent site conditions to identify a
satisfactory wastewater application area within the Study Area and to provide
recommendations to its utilization.. Specific attributes evaluated included the soils,
vegetation, topography, hydraulic assimilative capacity, jurisdictional fbatures, and
landscape position.
3.0 INVESTIGATIONMETHODOLOGY
A Soil and Site Evaluation was conducted by"Ehree Oaks on multiple dates in July 2022,
by Evan T.Morgan, LSS and Michael G. Wood,LSS.
3.1 Soil Evaluation
Soil borings were made with a hand -turned auger and soil color was determined with a
Munsell Soil Color Chart. Soil profiles were described per the Field Bookfior Describing
and ,San�phng Soils, Pension 3.0. Landscape characteristics were noted (slope, drainage
patterns, etc..) as well as soil properties (depth, texture, structure, soil wetness, restrictive
Jack BennetI.RoadWR Soil Report 4 Jub, 2022
Three Oaks Job ff-22 7082

horizons, etc.) to auger rellusal. Soil borings were described linder moist conditions.
.Additional borings -were advanced to s allower depths to identif h y diagnostic horizons and
record soil properties.. hand held GPS unit with sub -meter accuracy was used to locate
each soil boning as well as other site features.
3.2 ryVaturated Mydratific Conductivity Testing and .Reporting
Saturated hydraulic conductivity (KSAT) measurements were performed with a compact
constant. -head permeameter (dam ooze rneter). An.Amoozemete.r was used because of the
need to conduct the test below current grade. KsAT test values were generated using th. e
published calculations andformalas found in the corresponding User's .manual
(Arnoozegar). "'Me Glover solution was chosen as the most appropnate method for
calculating KSAT values. ne Glover solution is recommended when the distance between
the bottom of the augerhole and any.impermeabIc layer(s) is greater than 2 times the
head (H), or constant water level in the hole.
The Glover solution is given by. KSAT= ACC
Where- A.::::: fSinh I (.H/r) 1[(.r/H)2 j.- I ] 1/2 f.,,-/H) / (2nH 2)
And - Q is the steady-state rate of water flow from tine .Amoozerneter into
the auger hole.
To solve for A® H is the head in the hole (i.e. total water depth) and r is the radius
of the hole. Values for H and r can be found on the attached KSAT
data sheets.
all STUDY AREA DESCRIPTION
4J Regional Geology and Local Topogrqphy
The prqject site is located in. the Piedmont physiographic region. The ,gen.,gen. eral lithology
consists of fine textured rnesozoic rocks. The general topography includes gentlyrolling
.hills and ridges (Figure 1). Typical slopes ranged from. 2% to 5%.
ME=
The vegetation in the Study.Arca cons:ksted of pine, hardwood, and soft wood species
including:loblolly pine (Pines faeda), sweetgum (Liquidambar slyraciflua), red maple
(A cer rubrum), and willow oak. (Quercusphellos). The dominant canopy species was
niature lobloHy pine. The diameter at breast height (DBH):ranged frorn 12 to 18 inches
for most canopy species. The understory was dominated by saplings of red maple,
sweetgum, and loblolly pine where D.BH rangedfrom 2 to 6 inches.
Jack Bennett Road SFR Soil Report 2 Ali, 2022
Three OaksJoh #22--7082

4.3 Jurisdictional.Features
No.ju.risdictional features were identified within 100--feet of the StudyArea.
Soils in the Study.Arein are in the'lbassw.Basin andtag. rn.. ed in residuum weathered from
fine grained mesozoic parent material (Triassic siltstone and sandstone).. The Web Soil
Survey was referenced pnor to the meld investigation to get an over -view of the possible
soil series mapped in the StudyArea. 7rhe Creedmoor-Green.1'..evel complex soil series is
mapped in the Study Area (Figure 2). Information :for this series islist ed in Table L.
The Creedmoor soil series was identified throughout the Study Area by a pale brown and
brownish yellow color ed.13thorizon overlying a similarly colored BC horizon.,
"FulAe, L Mq�Unit axonioiinte claissificallon
Map Unit Taxonomic Class
Symbol
C',rB
Crivic4miolor Fine, mixed, serniactive, thiermic Aquic llapludufts
( I
)FULM I'le'Vid Fine, JjjrjX1e,d:, aictivie:, therinj1C V'Ortie I lapludults
One (1) soil profile description and 17 supplemental borings were advanced within the
Study Area to characterize the dorninating soil properties and their locations are noted on
Figure 3. All soil borings and profiles were representative of the White Store soil series.
Evidence f a perched wa ter table (P WT) was o bservcd thro ugho ut the soils in the study
area, ranging in depth from. 2 16 inches. A seasonal high water table (SHWT) -was not
observed before auger refusal,
State regulations require 12 hiches separationfirom, the point of wastewater application
(soil surface) to a.PWT.. As such, rawest of the proposed application area will need
appropriate fill material added to the surface to achieve this separation. A Fill Application
Plan is appended and outlines the appropriate activities needed to apply the fill material.
4.5 Vaturated Hydraulic Conductipity Testing
Surface application systerns require KSAT tests be performed to substantiate the
recorn. mended hydraulic loading rate. KSAT tests are conducted in the most hydraulically
limiting soil horizon -within seven feet of the naturally occurring surface.. In all, 8 KSAT
measurcments were conducted, and their pocations shown on Figure 3.. Measurements
were conducted in the.E, upper Btsshorizons and lower BChorizons. The Btss was
deternfined as the most hydraulicall-YJ imiting soil horizon.. All test borings were pre.-
sodked for 24 hours bef6re tests were conducted. The results of KsAT murm n ea ets are
s e
listed in Table 2.
Jack Bennett Road SPY? Sod Report 3 A/v 2022
Three Oaks Job 422- 7082

"I'able 2. KSA'rpwa tResults
............
M92L
................. R� -
est-,
B1 inth
Horizon
. . . .
II
E
................ ....... ...... 2 3 ..... . .... I ...........................
3 6-
BC
01 366
3 I_
2
23 5
10 10143
4
�2
1II
0 2194
,5
2 7
Btss
10 0,512
6
3
10
E
01 111
7
1
24
Btss
8
2
. ...................... . ...................................
............................. . ................ 3
B(
011211019
Guy omean of Bts,04, 1 i0ir Gimnne 0' 2
7 M(him�
KSAT test results provided consistent measurements. The rneasured.KSAT rates for the E
Btss, and.BChorn zons are; 0. 197 in/fir, 0.041 in/.hr and 0.277 inn/pun, respectively - SAT
data sheets are appended..
4.6 Soil Fertility Ana4ysis
Aggregate soil samples were collected in the upper 12 inches and ernalyzed by Waypoint
Analytical,.Inc. Theresults are typical for a matureforest piedmont soil. Soil phosphorus
(P) is rated very low. The wastewater applied willhelp raise the soil Plevels to a n. or snap
range. Full soil fertility results are appended,
4.7 Area Availablecur Wastewater.Applicadon
The chosenApplication Area available for wastewater water application is in the central
portion of the Study Area (Figure 4) and encompasses 28,498 sq-ft., This area consistently
contained greater depths to expansive clay mineralogy which will provide for greater
wastewater storage capacity in the coarser textured surface horizons,,
5.0 HYDRAULIC LOADING RATE ASSESSMENT
The hydraulic loading rate is the amount of wastewater that can be applied to the
ApplicatiortArea and is derived from in -situ KSAT data, vegetation, nutrient loading, and
best professional judgement
5.1 Design Coqf .ficient and.lustiflication
The geometric mean for SAT measurements conducted in the Btsshorizons was
calculated as 0..041 in/hr (6,88 in/wk), This KSA-r rate must be modified by a Drainage
Coefficient to determine thehydraulic loading rate.. A design factor of 0. 125 is proposed
for the Application Area resul fing in a soil drainage rate of O. 123 inches/day.
Typical drainage factors :For large surface irrigation systems range frot 0.,04 to 0-110.
However, sfte,,,;u can utilize higher drainage factors with favorable parameters sii,wh as:
Rec(.,-..iveT crop type and.A. pliccon ation Area ditions
P
Jack Bennelf Road SF.R Soil Report 4 Julv,20212
Thme Oaks Job 422 - 7082

Physical characteristics tp at pprorrnunte infiltration into surface horizon. s and
percolation through to subsurface horizons
Favorable landscapes for wastewater application
n.
p:..eurep of treatment op"wastewater
The Study area, and sntfbsequuernt .Apnp .l:peatio n .t :rea, .fl s forested and advaata eouus to
taste ater assimilation. n,. Forest systems and soils are typicallynutrient limited and can
readily take-up aste rater and associated constituents during most of the year. The thick
anno y lessens sunrficiap impacts :from raindrops during rainfall events thus reducing
runoff Potential. The underlying duff layer consists of organic material and supports ideal.
habitat for soil microbes that can readily ingest, added nutrients as well as soil macro -
organisms that will aid in soil aggregation ationa and stability. The :patter will also aid in
wastewater infiltration..
All the soil borings described in the Study Area exhibited very friable or .friable, loarrny
sand or sandy dy loam surfaces that Cann ed fiTo rn 2 to pis inches overlying the Btss horizons.
The sandy surfaces willfacilitate quick infiltration ofapplied wastewater while the )k3tss
horizon will provide storage to allow wastewater to:farther er permeate vertically or move
laterally along the landscape as shown by the much ;greater KSAT readings in the E:
horizon (Table 2).
The landscape position that occur,-, within the Proposed Aprplieation . :rea is a broad, flat
ridge„ The average slgpe :pour the Application Area is .3%. This slope will allow for
infiltrated wastewater to move laterally away from the.Application Area..
aste ater :l"or surface application systennns is treated to higher standards tharn re uular
dor nestic wastewater that is discharged subsurface. Higher drainna, e :Nctors can he
utilized for wastewater treated to these standards. l.,owered concentrations of wastewater
constituents such a:, biological oxygen demand (BOD), total suspended nded solids ("I SS),
arnnmo nua, fecal eauliforms, as well as nutrients N and F attained by tertiary treatment
nt
reduce detrimental innnproaets firom application ofwastewater.
For these reasons, the design factor of0.1.2 was deemed appropriate for this site.
5.2 Water Balance Calculation & RecommendedLoading Ratags
monthly water (balance was caleUlarted to detern -fi ne the maximum annual loading hate
usi:ng.NCD.EQ Division Of Water Resources, urces, Single.-Farunnily Residence L,oadirn, rate
aurlusheet based on a design dailyflow of 360 GPD. Monthly precipitation data came
ptorrn the State Climate Office of North Carolina CRONOS Database located in Chapel
Hill (Statiom Chapel Hill 2 i IE) 3 t .p 77), from a period of :II 980 to 2022 (42 yrs).
Temperate data earne ffrorrn the Raleigh AP station. from 1984 to 2022 (38 yrs)
Evap otraunspiratio n was calculated using the conservative Thorunthwaite method, which
utilizes temperature values :l"rom the san ie source and period as the purecipnitation data, The
geometric mean for KSAT tests W ndUded is the Btss horizons (0.041 inn/hr) was used for
the percolation rate. When applying a 0.12 5 Drain age oe ciennt, the maxiniunn
Jack Bennett RoadSFRSoil Report 5 Juh, 2022

allowable irrigationrate calculated by the water balance is 21.78 in/yr for a minimum
irrigation area or 0.22 acres (9,677 sq ft); which is smaller than the delineated
App ficationArea of 28,498 sq ft. The 21.7 Wyr annual hydraulic loadingrate is within
the median for an SFR_B group soil.
Based upon theresults of the site investigation and our professional experience, we
recornmend the followingloading rate:
.Maximum Annual Loading Rate of 21-78 inches/year
Weekly Loading Rate of 0.35 in/wk, (0.002inches/houll)
5.3 In.viantaneousLoading Rate
The instantaneous loading r-ate is the amount, of wastewater that should be applied in. a
single event., Thercis published data that recommends instantaneous (or in:61tration) rates
for.particular soil types (textures) and landscape positions (Sprinkler.Irrigation, 1. 969).
These.rates must then be adjusted based on site specific conditions, The factors
considered at the project site included:
:lhe surface horizon is typically a sandy loam that generally extends atleast 2
inches but typically to .12 inches in depth.,
Moderate soil organic inatter exists in the dufflayer that will aid infiltration.
The topography is generally a 3% slope that will allow for infiltration.
Based on these considerations, a maximurn instantancous loading rate of 0.15in/hr is
recommended for the.Applica [ion Area. However, if this application rate cannot be
achieved with drip or spray irrigation. The duration of the irrigation event should be set riot to
exceed the 0.15inches of total wastewater applicationin one liour.,.As stated above, the thick.
surfacehorizons, duff layer and gradual slope will allow forinfiltration and prevent runoff
from these short irrigation events..
5.4 Minim um.Required Storage
Storage is proposed to be contained on site in Iranks., 'I"he minimum storage for a single-
family residence is 5 days or .1,800 gallons.
6.0 AGRONOMIC REPORT
Theta .Agronomist Evaluation of the Study .Ara was completed to include
recommendations for the receiving crop., its assimilative capacity (both hydraulic and
nutrient) of the proposed loading rates, and provide info m-lation to ensure proper
maintenance of the recommended receiving crop.,
6.1 Receiving Cro ,p
Thereceiving crop will consist of a mature forest, Dorninantspecies are listed in Section
4.2 of this report., Wastewater application to forested areas is beneficial irn many aspects.,
Jack Bennett Road SFR Soil Repon 6 AN 2022
Three Oaks Job #2'2 7082

Forests provide a stead- source of orgallic matter and are typical nutrient deprived.
.Y typically
Mature trees can take-up a vast amount or water with some large trees absorbing as much
as .100 GPD., Rooting habits of :mature trees also include deep penetration and pererinial
growth.,
MINKIII='�=�' M
Typical wastewater contains -varying levels of essential plant nutrients, organic
compounds, trace minerals, and potentially phytotoxic compounds. Each of these typical
wastewater constituents are assimilated or transformed on a wastewater receiver site
through physical, chemical, and biological processes. The effluent will be treated to
minimum monthly average water standards listed in 15A NCAC 02T .0605(b). Treatment
will be to tertiary monthly average levels that shall not exceed 5mg/1L BODi, 5m.g1L TSS,
I mg/L.Ammonia, and 3 colonies/ 100 ml Fecal Coliform.
6.3 Nutrient Loading .,s
The receiver sites hydraulic limitations are more restrictive than any potential nutrient
load limitations.
6.4 �Vofl Testing and Recommendations
Periodie fertility sampling andraonitoring of micronutrients, such as sodium (Na),
calcium (Ca), and magnesium (Mg), is recornmended to ensure optimal receiver crop
efficacy. Application of gypsum may be required as a corrective measure if the sodium.
adsorption ratio (SAR) is consistently above 10.. Irrigation wastewater shuuldhags S.
values _< 10 to avoid potential adverse growing conditions related to soluble safts in the
soil..
6.5 Vegetation Maintenance-lMonitoring & Recommendations
Advantages associated with matures trees as -wastewater receiver ver crops in regard to
hydraulic and nutrientloading capacities have been previously stated. Additional
advantages include little to no vehicular traffic, no need fear cutting and removing of
residues, and regular maintenance associated with producing annual crops. Thinning of
saplings and shrubs that would interfre with drip application and the emitters is strongly
recommended. Thinning and pruning of diseased trees should be completed immediately
upon identification.
7.0 CONCLUSIONS
'rhree Oaks is proposing the permitting of anew 360 GPD single familyresidence
surface application system.
Three Oaks completed soil borings, .KSA­r tests, and soil fertility data to verify favorable
soil properties exist for wastewater application. An annual hydraulic loading rate of 2138
in/yr was calculated with the NCDEQ Division ot"Water Resources, SFR. Loading.Rate
Jack Bennett Road SER 5"bil Report 7 A& 2022
Three Oak .lash #2.2.-7082

Worksheet and site specific soil data.. A.mi.n:amum.A.ppl:vcatio.ii.A:re a of 022 ac (9,677 sq-
f.-I) will 1be required.. Weekly loading rates should not exceed 035 in. /W.k with an
instantaneous loading rate of 0..1.5 in/hr per even t t.hat sho ald n. of exceed 0-1 in/hr.
The.Application.Area :as limited hydraulically. App lying at the design irrigationrate will
not lead to excess nutrients to the Application Area.. The Application.Area should be
evaluated annually.
A wastewater sampling program should Ibe instituted to ensure optimurn. nutrientinputs to
the cover crop being irrigated by this proposed system. The wastewater parameters to be
on include the following, as arinn irnum: total nitrogen, total phosphorus,
potassium, sodium, calcium, magnesium, cqpper, and zinc.
Jack Benneft RoadSFR Soil Report 8 A/v 2022
Three Oaks .lob N2.2-.7082

8.0 REFERENCES
Auchmoody, L., R.. "Fertilizing Natural Stands" in Central Hardwood Notes.Ed. Bryan F
Clark. and Jay G-Rutchinson, updated ed. St.. Paul, M"N:: US Department of
.Agriculture, Forest Service, 2008.6-11 1 6.11 1
Peqgrove, G. Stuart, and Asano, Takashi, (eds.)., .1985., Irrigation with Reclaimed
MunicipalWastewatei ............ A Guidance Manual. Lewis Pdblisllers,.Inc., Chelesa,
141, pgs 10 14.
Schoericberger, P.T, D.A. Wysocki, E.C.13enham, and Soil Survey Staff. 2012.. Field
book:for describing and sampling soils, Version 10. Natural Resources
Conservation Service, National Soil Survey Center,.Lincoln,.N.F.
Soil Science Division Staff., 2017. Soil sin—v ey. manual. C. Ditzler, K. Scheffe, and IL C.
Monger (ed&). USDA Handbook 18., Govemment Printing Office, Washin. gton
1D.C.,
Soil Survey Staff, Natural Resources Conservation Service, United States Department of
Agriculture. Web Soil Survey. Available online at
http://websoilsurvey.nres.usda.gov/. Accessed [July 11, 2022].
Sprinkler Irrigation. 1969. Pair, Claude H. (Editor -in -Chief). Sprinkler Irrigation
Association. Washington, D.C.
Jack Bennett Road SFI? Soil Report '91 Aly 2022
Thwe Oaky Job #22- 7082

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Appendix.f.".)
SFR,. 1....loadiiir.ig Raitic,. Wii�,Yrkslileet

Project Name: Jack IElleriminvitIll: RiDad
Faclillilty Address: Jack E:Ieininett IRoad
FOreparlielidli by: Evan Morgan, LSS
11 f
am

Location of Temperature Data:
Starting Year of Data Record: 1984
Ending Year of Data Record: 2022
Period of Record (years): 38
Source of Data: NC CRONOS
Site Latitude de (degrees) 35- 1 w,11111hiipww arwainie)e
Calculated PIE"Ir, 34.19 inches
'a
'a
Calculated!
IIIN
Iu ul l�° a lu°gib
I(
Daylight
PE
1u°
HouGlull 1 �
�,11Inde
(inc os)
1i w Ew i w°
. '
�0.��37
1.i02
0.27
I
'719-9
1 3
1 .57
, ww 1
78 3
1.116
11.94
11A
w.lwl.wwlw°.,7iiw11
1.3..
7wa�1
i"1.
1b,, '7
S.a'
l waww7nlbe,
44.1
10,25
157'
0.4
Total
75.74
4.1
51FIR...11....ii VV 9-0

E MON
MPIRE, I I' NO",
111�:Iiirnject 11ftime: Iadlk I1113simurmieft. Road
17/1719M w I'll,
Starting Year of Data Record: 1980
Ending Year of Data Record: 2022
Period of Record (years): 42
Source of Data: NC CRONOS
80th Percentile Annual Precipitation: 59.93
% of IIWIP81111 Pe 'Ircentile
fie'.1111111 mainthlininwal y AWmnthlly
III, I
Preirdip1hiflam Pirecipitatbi
414
'9 21
5.52
AprIIIIII
3.46
'7 169
4 6 1
1W.1.1-11
Oly
.1-11-1-1-1-1-1 .......
"1.1.1.1.1.1.1.1.1-1-1-1-1-1-1-1-1-1.
3 �89
...... .... I.,., ---------
-1-1-1-1-1-1-1-1-1—
&154
—.1.1.1.1.1.1.1.1.1.
EP 18
Jiune
�3 B10,
--------------------
8.45
----
5 1016
--- --------
July
---- .............
1 4 119 iii
. . ...
9,33
1 5.59
Selftembeir
3,, 85
81 � 56
............... I.,.,.,.,., --
5 � 13
Ociobeir
335
7 46
-------------
4.47
.....
. .........
..............
........................
164
..............8.......
.9 ........ . ..........
.01
.... ....................
4 �8�5
44 � 91:51
101OX110
59�92

:1 :
PirlD,J1110I INIMMO: Jacic Fit,110ald
Design Flow z 360 gallday
SFR Loading Rate Group: B
Limiting Soil K.,f = 0.041 inchihour
Drainage Coefficient = 0.125
Drainage Rate 0.123
Annual Hydraulic
Loading Rate = 21.78 inchiyr
Irrigation Area = 9,677 square ft
0.22215 acres
I nch/day (Forrin ulla: Ksjj, ' [Irdhi Cinieffirdiaii"O. ' �2 41 )
RI IPrimeimfillle
Maxiinil"m
Maxilinmurn Maidinam
1 Mumbeir Of
1
vautlicall
hNiointhdly
Allowable,
Allowable Aillow-.1111bIlle
III I the
rA
Dirdnmlijia
p9eclillpitindon
Piridgatiori
linrilgatilain IrrilgatIlon
I
IF
=--=�
--- 91�
allonsfda ailloinsfinnoin
3
—
.1,,,,,,ry
--�r`
31
0 27
--i2�
3.811
4,82,
0,001
...... ........
.....................
F:iatairyr
................
28
.......... ... .......
.................
01,44 .
3, �44,
.... . mm�.........
...............
466
... — ............
...... .................
0001
. .......
0 In
......... ..... . . . . . . ................................ ........
ni in
.................... ..................
...........
F ........
mmmmmmmmmmmmmmmm
........ ............
.......... 4..6.1 ......
I
......... 2191,4 8, 81 D
mmmmmmmmmmmmmmmmmmmm
ImmlYammmmmmmmmmmmmmmm
;31
4.1015
5,18
2', 88
;iE
........................... - ........................
,,Jliiwno
-1-1.1 -1 ... -j)-
.............
.310
".. 11.1 .............
. . . . . ...............
....... 5,189
....................
3 69
.....................
....................
1510116
.................
1
.......................
E1157 216,1011 i!5
........................... I ................... ­-
.� .
JIU111V
j
�
3 1
13 . B 1
5",59 .......
41 f� 11
......... . ...........
937 29,1045
... I ...... ......
August
.....................
5,815
........
3, 81
5 15:5
.102mmmmmmm
7�82L­­­ I �24�26 �1­
'Ilan m.'IIYmIIIIkmm.11r'
30
4 15
3 6 1 9
5 1 3 .
. . . . . ......
..... ............ ...... . ......
....................
:,524, 115,733
....................... ...................... ......................
......................
.....
5,5i ..........
3,169
030
60 11 11 813
.........................
7
TOTA11.
365
34,49
44 90
59.93
2 1.78
429:5 02 131,40,01
::c�iliiindas� (1110ax Allinyvalbille I f) + (11)ilahnliaglo) (�1131le�cillpilitatliiumli'll�I
SFR LoatIII nig Rate'TaIII
�e
SFIR
Maklinmuinn m.11rmllllrnllllmalll
Gm ometiric Misaini
Loadiing
Loadling Rate
K,,t Rartge
(inlyr)
(InI
Lovif - Higti
Low - 111gh
.&FR-A
26,,,,10 11-:510.10,
L . q: 05
.... ............
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f U . ..........................
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.................
1. 0 15 .,
.... ..........
�-i . . T....... ---­ ­.,­,-­..1
O 19 �5
................................
101 0103 - R 10,15
.... .............
Or
-
........
--I-
............ ........
0.10 10 003
tc, 51 F4 fO1I'e,'1r,1T '15A 114CA,,,C 0211, 01�509
be �,idern-1111,10d
c"f"
iadnui ah,,±d Vydi,,i,jIII,
dah collecJkn "I the I rrf,,,,M1!lc1dve
I'll fo"I" rl,,)jI)jng unh� v,dthlr[ he indi�,j,,91,kni awe,,a
...................
SPR -L,RVV' -08

Appendix E
Soil. Fertility Analysis

QU A Y I ICAiI,
Ms. Sherry Hager
324 Blackwell St.
Suite 1200
Durham NC 27701
28501I1 alIsy IILain , YVIlsirmi, N( 27896
Malin ZNZ.206 1722 1 Fax [phone]
TWryaaoi Every yeaNd" sowwwaypolinto nu lytica I coin
(31 trvveir 1:i1elpoll t 40
�2 1I 41 Oust Nic�
to IDihntod�
nIl OXI,,,,S ENGINEERING INC [)abal 11::,ecelw`ld
PC!
P�mpr
Field: sample IV: JS-- I
cirop IRec unirts:
8;`1 q, 11c"I'll I L�` I "A'S �
DI�111 AII�,,LAJI Y91S
22 196 (,1515
07000
07/18/2022
0711512022
Um
103 %fiehlich 3 BIPI i I inne Index I- 1IM - Hurnic Marler 1 :01 Loss ()n Ignition 1:1 Water pH
Analysis prepared by: Waypoint AnalyficM Carolina, Inc..

a C »©g\& Associates, P.C.
501 d«»?«de Pointe Lane, SG 103
Cary, North Carolina 27513
<:-
C2d
111111171\ S2

P.O. Box 129
MorriNville, NC 27560
[phone]
MacCONNELL & Associates, P.C.
"Engineering Today For Tomorrow's Future"
Emig=
To: Nathaniel Thornburg
NC Division of Water Resources
Division of Water Resources- Non -Discharge Branch
Attn: Nathaniel Thornburg- 9" Floor, Office #942X
512 N. Salisbury St. Raleigh, NC 27604
Telephone: [phone]
To Mr. Thornburg-
501 C)iscade Pointe Lane
Suite 103
Caq, NC 27513
www.macconnellandassoc.com
This letter accompanies a New Single Family kesidence Wastewater Surface Drip System
Application for ,lac BennetRoad, Chapel Hill._NC 27517„ Attached to this application package
you will Find engineering plans/drawings.
Thank you for your consideration for this New Single Family Residence Wastewater Irrigation
System Application. If you have any questions or require additional information, please contact
me at (919) 4.67 1239.
ozz
Gary S. Macconnell,

MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129

Table of Contents for. Specifications
.Excavation and ^^^ ........ .............^..^................. .................... .................... ..................... ...........
�
Septic, Recirculation, and Field Dosing Tank Installation and Testing .......,,,~,.,...~.............~2
PipingInstallation and Testing ...................................... ............................ ..........-...--.~...................... ...A
0I~Z][reat Dosing.Pamp .... ..............~..~........................................... ............. _,.^._.......~.^_.'^~^^^^.^. 4
FieldPninm...................................................................-.............. 4
EffluentBypass Valve ............................... .—................... .................................................... ......... 5
DenitrificationAssembly ^'^...^^^~^^^^^^^^^^...^^^^^^^...^^^^'^^^^^^^'``````'`...^.........~^^`...........^^�
Drip Irrigation Line Installation .............. ....... ---- ...... ...... ................................... ..................... 5
Fill Application Plan ............................................................................ -............ 7

Ex,iic,-avail[bon .gym irl Rackkfill Hing
1. Excavated materials acceptable as backfill shall be stockpiled in a location approved by the
Owner., 'Fhe materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the dnplines 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
causedby settienient, 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 sub, rade 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 reniain
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, rnaterials, and work,. necessary to
dewater any accumulation of water in the excavation to pre -vent softening of the soils,
undercutting of footings, and changes to the soils detrimental to the stability of the
improvements.
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
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
Matthew & Anita Lambert
Surface Drip Systern withTS-01 Pretreatment
MacConnell & Associates, P.C. P"DJect No.: A0630 1,00

pipe pe and around sides of structures to a depth such that damage to the pipe or structures is
avoided as as 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 maximurn dry density
as measured by A.AS.HTO method T-99.
I L 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 materia;4 compact, andreplace 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.
Sellptic, Dosing "F.tank Install atilloDiu and. Tesfiriil.g
Septic tanks shall conform to criteria in 15A NCAC 18.A .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
f,actory-made.jointing.materials shall be clean and dry. Each joint, seam, and pipe penetration
inside and outside ofjoints shall receive liberal ajpplications of non shrink grout as well as
liberal amounts of bitumamic waterproof sealant.,
3. Lifting holes and other penetrations of the pre -cast structure wall shall be scaled 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 irnperfections
and obstructions From the interior of the structure. Specifically, the hiside 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 00'
approved equal.,
Matthew & An.ita Lambert
Surface Dfip Systern wi th TS - 11 Pretrratment
MaXonnel I& As.,�odalesP.C. Prtjed Nq D.: A0630 LOO

7., All joints (mid -seam, top -seam) shall be sealed using Concrete Sealantsbutyl sealant #CS-102
meeting ASTM C-990.
S. 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 befitted withE Z Set riser assemblies.
9. A 24 hour static water test, in accordance with AST.M. standards, shall be performed on all
precast tanks in order to in.sure they are water tight.
a. The testing shall be performed in the presence of the engineer or his representative.
b. Each tank shall be filled with water and the initial water level shall be measured.
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 I percent of the total effective liquid
capacity of the tank.
I Tanks may also be leak -tested by applying a vacuum of 5-inches of Hg with ii
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. SepticTank and E Z"'Treat Recirci€,Platiil 'rank shall rn(.qet thefollovviii additional en'teria:
a. Minimum liquid depth of 36 inches.
b. Mininium 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 2/3rd to 1/3"d.,
The baffle wall shall be constructed to permit passage of of through a slot or holes
located between 45 and 55 percent of theinterior depth.
11. Septic tank shall befitted with a Sim Tech STF- I 10, polylok PL 122, or Engineer approved
effluent filter that extends down to 50 percent of the liquid depth of the tank.
12. Septic tank shall be assl.:)ecified on the constructions dra.winf,.4s.
Maulhcw & Anita.1i
Surface Drip System with TS III Pretreatment
MacConneH & Asqocintes, P.C. Project No— A06301.00
3

P11ping Installatiaiii, ,and "I"estin!
9
1. 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 fora minimum of two hours, and the allowable leakage is not more than 10 gpd/inch
of pipe diameter/mile.
3. Anyline installed under a driveway shall be sleeved in Class 52 Ductile Iron Pipe or encased
in concrete and extend aminimum of 5feet on either side and unless shown otherwise on the
construction drawing&
4. Forcemains installed under streams and driveways shall be sleeved in Class 52 Ductile Iron
Pipe.
K Z'Tiiireaosing Pmiiaip an(] Control Paneill.
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..
Field Dusing .pump
1. The field dosing pump shalt be as specified on the construction drawings, or approved equal
by Engineer. The motor shall meet the horsepower requirement for operation on a single phase
service.,
11C."10mblio,
Z —
1. The contEZT rol panel shall be I CD4Z-230-16 provided by E ":Treat.
2. The control panel shall he in a NEMA 4X enclosure, installed in accordance with the
manufacturer's recommendations, and within 10 feet of the E---Z'Freat treatment unit.
3. No splices may be placed in the pump tank or riser., All splices shall be.1-nade above ground in
a NEMA 4x.junction box.,
4. Control and alarm circuits shall be on separate circuits.
Wiffiew &.Arafta L,mnlben
Surface Drip Sy sternwith TS H.Pretreatiment
Mac'Connefl & P.C. Proja,:t Nkm A06301.00

5. 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 rnust 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.
6. The audible/visual alarms shall be external to any structure.
1111,.�,Z Treat Tiii�.,°e;atmeiiiait'Un�i,illl: 1iristaflaillion
L 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 EZ Treat and shall be installed in accordan. cc with the
manufacturer's recommendations and as shown on the contract drawings.
Denitrifleatlion.Assembly
1. Valves and piping back to the front of the septic tank shall be integral with the pod dosing
system,
.Hydraulic Unit Installation
1. The E.-Z Set Drip hydraulic unit shall be installed in accordance -with the manufacturer's
recommendations and as shown on the contract drawings,
3. Vortex filter shall be 1 Y2 " (Model ANE-1.517-3).
'11F),rip
1. The drip irrigation lines shall be installed as shown on the construction drawings. The lines
shall be laid parallel to the existing contours and laid completely level,
Matthew &.Anfta L,arnben
Siarface T..)rip Systan with TS-11 ftetreatinent
MacConnell & Assmimes, I.C.Pn.)Ject Ncfi..:: A.06301.00
I

2. Erinittt-r spacirig shall. 'be :24 haches., ']Fher.e shall Lpe 3 feet ofspacing beviNeen actiacent drip
linles.
3. Contractors shall ensure minimum disturbance of the soil in the wooded area. Weeds, trees
and 1bushes less than 2 inches in diameter shall be removed, whereas vegetation that has
diameter greater than 2 inches shall not be disturbed.
4. Harrow rake and backfill the soil if necessary. Native soil shall not be disturbed more than I
inch into the soil profile.
5. Only rubber -tire, light -duty equipment shall be used in these areas.
6. No excavation for initial wastewater disposal field laterals shall occur while the project site is
wet.
7. The retained trees shall maintain a minimum of three (3) feet in radius clearance area where
no new soils shall be back.filled.. Backfilled soils shall be gradually filled where the slope is
one (1) vertically and three (3) horizontally., Drip lines shall not be placed within the three (3)
feet clearance areas.,
S. ReLain as many well established trees as possible. Remove pine trees and retain hardwoods
preferentially where tree displacements are necessary.
9. Leaf and vegetation matter shall be raked ftom im."gation site.
10. The fill material shall have a soil texture ofsand or loamy sand and shall be mixed with the
native soil to a depth of 6 inches on top of the existing soil surface to provide uniform surface
level.
I I - Limitations of soil disturbance shall be clearly addressed to responsible personnel, Any
necessary disturbance that exceeds the soil disturbance limits shall be approved by engineer.
12. After completion of filling, backfilling, and grading, topsoil shall be spread uniformly to a
depth of not less than thirteen (13) inches over the seasonal high ground water level. Topsoil
shall be compacted lightly in an approved manner., The finished surface shall be in conformity
with the lines, grad.es, and crosso-sections shown on the Contract Drawings., as well as free :fro m
dips, bumps, and irregularities in alignment..
.13. All fill and backfill shall be free from roots, wood scrap material, and other 'vegetable matter
and refuse., Fill and backfill shall be placed in layers not more than eight (8) inches thick, loose
except as specified otherwise herein, and each layer shall b,e compacted thoroughly and evenly.
14. For pipe trenches, fill and backfill, unless otherwise noted, shall be compacted to at least 90
percent of the maxiinum density at optimurn moisture content, as determined by ASTM D
2167 (Modified Proctor Method).
Matthew & Anita Lambert
Surface Drip System with TS-91 PretrPatment
MacConnell & Associates, P.C. Project No.. A06301..00 6

B.The Contractor shall pie form all grading in areas so indicated. Fill shall be brought to finished
grades indicated on the Contract Drawings and shall be graded so as to drain water away from
structures. Areas directly and indirectly affected by the construction work shall be graded to
provide prqper drainage and surfaces suitable for the use of mowing machines.
16. Surplus material not required for completion of the construction work or unsuitablefor filling,
backfilling, and/or grading shall be disposed of at the Contractor's expensein an approved spoil
area and in accordance with local ordinances.
17. Field specific installation shall be as shown on the drawings.
.18. Drip lines shall be installed in a manner to minimize disturbance to the existing vegetation on
the disposal field.
1.1traviollet Disinfectiqm Lrnft
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-ZTreat (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. Aftez
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,
Rain Seiinsaiiir
1. A Hunter Mini-Clik rain sensor shall be installed adjacent to the hydraulic unit in an area that
will receive precipitation (that is not covered by any trees).
MiuHhew, &An4a Larnbert
surface, JDrip systen1with TS 11 Pretrealrvien�
klacConnefl & Associates, RC, h�oieicNio.: A06301.00

= MM /W I
I
P.O. Box 129
Morrisville, North Carolina 27560
k MR'

TIM -vo
mNRdmmmmmn
Adid Coincrele, linsidethe Tainlic:
.............. ...... ..........................
............... -----------
------------
.................
T�iWT— A-eiiiight of Ir airik -,, Ir his Irn thile vdkuiq
5.171
(felpt)
of'C-- �F ..
. . . . . . . . . . . . . . . ...............................................
Acirri icoiniciiratei Iliriiivsidva thetaink to Ilnaake littkier base?
-------------------------------------------------------- — ---------------
If yes, how, imuch? (U), IIIf inc), ellrIteir a value cif 0. I'llease iiriiii,)te
Cl clio
(feet)
The vaAlLIE' a""IIrII1'aalre II1111IIIast be lessthan the IIIIInisilde hidight oltlhie,
taink, --------------------------
— ---------
i1cliciriess of the Bass:
---------------------------------------------------------------------------------
-----------------------
----------
knifldl Ircse Tlhidbkness - lRmlll° If1r11a asjWjr�3j,yj(: jr]ll[Ill a flljjj(p,3],� C I l�E
(31.33
(fiset),
lb, ... ai-p in-ik—i'o' ... i i'n'n' 'ia': —k , -e- -t I -h c"ik ... e'!iir ........................
---------------------------
base?
(1100
(feet)
inn Li�_fji le, ir deir ia vallue of 10,
--------------------------
---------------
...... . .
"Illhe
Exteinidthe �p W�I� e
khe,i thiidkiinless� cif TIE: p�lius IIF',, Ilbefllow,, IX In uI will e,xteiindtll�s
CIMID�
I
(IBOI)l
hoirizointal distainice, Ilex firoirri it ll four taink walls,,
jLj2!L.ji22L�2n inici elllft.Nr a vallue ol: 0

Total IN"felii dhrt of the, "Tank, fra nni the .Top afthe IILLild '11c) Chuam IBottonnl
ofthe IIL m, T n`mlVs innea,suirernent Is the Iiu rnrm of III...,„' ,:,, and F 5..8r3 (flea l),
"II"Ilhfiiis lks eq ulivr lln nt, ta'a flite saunn of IIL, C „ IE , ainild F°.
�lmllwllllluaol Iauull'°ul tll III urnlll 1 I�mli unrminulr�,unnl�mtlG uIrn (, Va. �, �
err f O��,t
""F'liin II,'' �a�mlla 71ne 1;Ti;�.........�........................................................�................... � ,,�,,,� �,,,,,,,,,,,,,,
a
III"iiiurnr� III Illu Marl f "mlr ��lr� �,, ���' ��u�. a�"nls I
rcA l� a�,
IlI,.I" .,.,.,.,.,., "L................
uil m f mill a� n Ill,,.na� �. 7,
a a lii m Vuik auk a lii 111 as un Ilh_ li cl hu l
_...........II................................................................................................................................................................................. .....
SIN
mlii I �IIllnanlne fl �" ^� �
Weight of Ilf"".mupty Tank, _ "Phis vunna.11aum"».m liis tl:ll°mlaa SILlln"a a f ma aliid1m1.s all
the Il ady, loll,fl,mtainki the taalnlk Ilid,, thie Illiiilp (,„ if ,I�aq lllliimaa�I Ilm°u�,w �`Jlal��
tIlhaiiu kcinumma base (1F,1,1 lii� n��'�II '�lin,��.Ilk�db�„�a a inid tdh'7Im„i extir c' ur icir,a ter lillrrrs iidia (3„371 (Illlhn)
to Inllu (L.1, iI a" pipI ::JlcaJbl� ite),:, urmiiiilrn'U fIllmue maume�;iii lh t of the a of ncIrele%�
re,innolved 6jr� t'��hflhne Ilhil l'�s irii tlhle� Illii

Additional Illw tllltlllbsllt IIleaizihred I MCNii%El

i
In Mu'
d u murmaa�,orama'e Iu ii' thie "renllic:
l,,.a�,.�Im�ium�l I.��l«11f�muir�� rlrnm°���m�m°,imm�I,.�...�.�Mmm..�F
side H h o
� �'",ii°rilla .. rmw,urmmanmirm lii � ���rrall�aaam uh � �'
."17
(fee't)
a^nf E.
'Adicl coirmcireite liiuni,rlidie tlhie'ta: i nik to unmmk'e tlhilicIkeur base
-Ie- -aaaaa
Iltll a� �„ Ilhia�mmua aiaaaia' p�l�II�i...-
.. IIF irw'o-i hFa,°
11) 100
(tlfaaaa0i
hllhmaa value m intleirle
'd rru a' l II be Ilmeaaaa thma°airm hllhna, om"nn ide Ilho a llhuh'maf Om
laa.irulk.
uu"uu
lunuliihkii ll Ili Base Thickness . I.IhOs liis fIlhoaa va«allkuamn of E,
0.3
(hh'uet),
wa'm Cuaumaa'r°m°ah'm°a IlkaaallhuaVV klh,P Ilbase of the tau.urodlk to inniakie hllhnlir,;Ilkaair
IP m.' Ilhi wiirm un lNm° �I-)...Iltll urn��m„-,�=a�i------m�.----lue gyms ��� .�.�.�.�.�.�.�.�.�.�.�.�.----
-------------
or a k m II !R w
-
----
terid klhc= Ilhm'm r Ilhommirlii emir lialllY k create to a lip? 1i-Ilhi� hip mdnrnllll wm
of E I Illmmm,,, IlF:11 below, uma'ind lit m��Iiilllll exteiuW i tdl°ulima
it?i°i'aalkinuaass
hn�ar°Ii rmlma.Ill 'distma.irce, F'«', firaa rnrm aIIIII foi uir t r°ik mnwnaIIH ,
Ih m�;„,a hmamama iraaaaa^;Ilhri. III" irma:a rm�:a,ir m
ummary of Final Measurements after Ballast
F mirnaal Base, .� hmmaalkniess . .If Ilhiliru sualunrm of E � � � �i
ain h ki. x am;m hC,
IVmm irm lrIlnli' ,Ik,uraaasaa lrllhilis irnaamasuanaairurvom in't Bias hlhm µ uaurma amh IIE. and IIFmm. . � � ffaah)

-- - - ------------------------------------- ............ ........... .
I , 01W IFllleiigIht of Che T arik from thic;� I lqr) of Lid to the Bottarri
of thle Base I Nis measurement is the smi cl IL,,,C, and II .
ThOb eWWaWrit to the surn of L:1, C - IE, E, and F, I
............................. ...................... . ....... ..........................
RhN We HeWht of I ark "r his rn easu renment is Me eet
.... ........ . .. . ........... ..... ................. ......... . ...... . ....... .......................... ............................
Imm�mm�II 315 45
..................... . mmmmmmmmmmmm.............. I
IFMM VoWme fjiTT—­ igm—

IC[mnal IIIBtIIIIIIIIast IIIIIleaiihred I NOWE

Add Coincirete lin6W,e the Toidk:
—.1-1-1 ... . . .... . .... --.1-1.1-1.1 .......
..........
.....................
lrllibdl hrt§k1le 1-1160hit I hairk I fls nniemtspij rr',iml ILI lini I Is Cille vallulle IB 15101
of C' E ...................................................................... I.I., ......... ............... .. .
....................
. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Add canicirete insdde the tank to inakie flIldker, base?
........... .......................
... ......................... ..... I ......................
yes, hirm i much? (U)i 11: inio, I a. value of 0. Merase rlote: 0"00
(fe'I
Tlhla vaitAic, cintialriDid 11311USt bO 11EDS'S thain the �insmde heigtit of ttiila
tanik................................................... L ....................
..........
5;;llrm m'mm TW ...................................................................................... ................................
.........
lindifldl Il Basle 'Philckliness ,- llfls inni,F,as,d,iiirleiii,ileir,wt iiistihlevailiuie of IE 0518
(feet)
�3Y ib-e-�"b-w" ... iih"e ... 3a-s-e ... o`Ft""h�"e ... ta-r-i'Ik"--t ('�i i i ['ir"i i 'i"� ' Ik- 1 at]h-"'iic-1 k"ee", i r ....................... ....
basia? 0.010
(flei"O
........... . ... . ... . . ..... . . . .......................................................................... I.,.,., ..........
a m value o0
.............f............................. I .............................................
............... I.,.,., .................................................... ..............................
....
Eixleinirl the basle horizo lintally lo cre'atla a Rpi? I he IHip,, wvliillll Ibie
I E plius IF., blefow, aind iiI will exteinid this 0.100
(fe'EA.)
horimmmzointal cfishaincla,,P,, , IIFP„ all louirlank vvall&
...........................................
�)f Final MeaslUream ents after Ballast
filons
kkriiass , I his iksthp SU'll muff �E 0.58 �f elel)
... .............................................................. ................... ..............................................
lic nias,s ". Phis; iinni�E,,a!siirAreir'ri�kiiir�i't is fl'�e sun'�i of E ainid 1 5�
.......................... 1-1.1 ....................... ........ o
Tota I H616hlt of Che "'T ank firoun the Top I t1he LJid W flhe Bottlorn
c
of throe IlBas,e ,- I hli�S IMelasuireinnient. kc; t1hiestin'i I L,11 I ainid F 1 )41 (f eet)
f1his is lalcjullhrallallrd' tc) Che Mllffl of IIIL., (11 - E!, IE,, and IIF,
.................................................................

�PIWIIWN'm'aWwn �
SdR I , C c �a.
N)......III:.. ...
liillmm�mmmm:mmull irn Il ommmmmmmmmmmm..-_--....�..........
........... mmmmmmmmmmmm�....�."
'gym lint of LidmmNonlemmmm mm� �mm�mmmmmm�mmmmmmmm��mmmmmmmmmm.mm..............................�mmmmm mmmmmmmmmmmmmm.....................:.�. �.:"�.............!�Illlk��.............
WdllV of Eirnrngoy Ti k - 'I ftus v6lhiule iS th(SI SLAIIvI UW6i hIS Of
tar
tIhlii�„Io m� lime �arfl , tIhinmm n��� IlluU:, the Ilip i(Fl irk ��Il�vll�mlk ��nllrm�'o , Me
�hui body 'v� �Irm� �
F, uI n this laxtra, coincirete uiun6uide wi 683B llllk �
l' uvrdlk i(L11,,, li1 mlduivms to vm!meWM oU&e vmrtmmrwmvr-mW
rernov ed clue, to the II"m6k,h liiin Ellie VIlir—

Raffo of I ateir4Ito NfleirticaJ IIEulIlhi Il Piressluire (°Jojiu,irid in r able 2), 0.33
�Ka I
n !!I
4l ��Illl dlllast llillrleld

Ildllsid."onziell L, A=wiatev, I?.0
prqject:
Suripm DrIlp Systatin Mth TS-11 Pretreatment
Project Number: AOMLOO
Locaflow
Chatham County, 1%orth Carolina
Subject:
Midthew & ezdto LanIse rt
Datc
August 2, 2622
AMEMOM Aid N2tt
Input
calefflaged
am
Number of Bedrooms.
.3.0 Rmpms Given
Average Dally Yllew per Bedroom::
920 GPD 15A NCAC ISA A949
UnsQuffted Dr -slim Flowc
36QO G1?D
Flow Reducahow
0% 15A NCAC !@A .1949
Adjusted Flew;
36DA GPID
Sizing Calculations Per Innovative Approval
Table I Modell 600 and Tank Volumes
I"111whMallul SgInke milmilimilim
Daliml Dailly Twilk Valkiira
!2OW(we'll)
(gralllnilw) vinillhil!1111
Nwaimllbei� ol Media Podm
,400
1,010,10
1,214
Maidell 10110 paid
4 11
11,80111
9 1waidlell 0110,
MOO,
III Model[ 60,01 paidl
=:Z:
............... n ................. ............. ......... ....
. ......... ................
11�11 .... ........................................................................................................................................................................................................
2 N[Well 600 POIR
.
6011 I 5 4
'CID
V11o:
.............................................
I mriglell 6010 JpW pen I F'OhAilm
h!2 L! MN
1Y!219?±!AM
11 Muiilk�ll 600 pod IN 011,01:gulkiiias
taillk Ilmllwllclllrnlllmllun aize based am (1081 Il11hiftm Rell twflk 'V101 Kiliffie"
Rectmulaticodrump
Tank Volume = Recirculation Tank(Chamber) Volume + Pump Task( Chamber) Volume
Minima mSeptic Tank Volume RequfI
Selpfic Took Volume Pruvided-
NaWKIL mah HE= AM[ pinsgit
SqDtk TsnIkTWaYVo1d'Vo1uime= 1. * W * M
Tank length -
Tank Width;
Tank Depth -
Total VDid Volame.-
SeptleTank Lffeclive Volume = A. * W * Lowest I To Tank Bettoilm
11I 1111ongft
Tank WidIft
Lowest Invert. -
Effective Volume:
1.000.0 Gaillons
I rM.D4
3"S foot
5,,2 foot
III,I72 3 Gallons
8..0 foot
18 foot
U foot
11,021.0 Gallons
PkIpficTaiiii1k Treaftnent De4enflon'TtI 2.5 Doys Effectlive VolI I ADF

E:KM&[Q1EN2!�
Pwl DimensIloin Leffoh
73 SIVO
lCiveirm
Potl Dimendon •- Width
4..0 Feet
Given
Ped Di.lrm entlon .. Height
3.3 IFect
Given
Pod. Surface Aires
28,9 fi:2
1, x W
Rated Easulfing Rate per Pod
700.0 GPD
Qveo
E-7, Trcat.Pods Required-
&S
A,DFIPod LogivJIM Iftale
F,Z Trent Pqpdw homed::
I Pod
E-7 Trerat Dow per Pod:
34 0 Gallons
Glveo
E-7 Treat Volume Iper Dow
34.0
Dow per Pod x Number oir Peds,
Pe Circulation Timer OR:
25 Minutes
Given
He-Circuhakoo Timer riff.
12.0 Minutes
Given
E-7 Treat Re.-Chrermthtflon Cyv.lem Per Day,
993 Cycles
Timic per Day I Thue 1per Cycle
Total E-7, Treat now Per Dkv::
337&6 Gallons
E--Z Treat Volwimeffiase x Cycles/Day
&Z'Yrext Re-Circuladon Ratim
9.4
&Z'Frest Flow 1peir Day I ADF
DenihidIfivallon ( MJJDHS jjkLhjruLd-.
993.1 GPI)
Denift-ificat'lan IReturn laettimj.
4..0 GPM
E,Z Treat Surfime Area.
28 9 fa
jj!b.Z'rrij,,,at jj.,wmHmqg RaIr.,
12.5 GPDIJI'
AIDE/Surface Area
E-Z Treat I1lteclrrruIxtbmn IlPwullnlw Seletji[on Slitall Ik,.Ag,1Slwwn 'On IllirmOngs.
Minimum Faunim/Re-Circultdon Tank Volume Required' 1,000.0 Gallons
Recirculation Tank Volume Provided: 1,000 0 Gallons
Field Dosing Tank (Provided: 4,500 0 Gothrma
PumptRe-Circulatlon'I'mak Volume Provided- 5,500.0 Gallons
r
Recirculation Tank Total Void Volume — 1, * W I M
Took length-
7.3 1hot
Tank Width:
4.5 root
Tank Depth.'
4 2 foot
Total Void Volume-
i,,10112 GaIIIIIIGns
Rpehrculafloa,raniit ip..',riectwv. Volume - 1, * W * Lowest Invert Tfl,rj[,Snjj4 Hoftf)m..
Tank length;
73, low
Tank Width:
4 5 Foot
Lowest InveetTo'lask Bottom:
3.4 Foot
Effective Volume:
830.8 Gallons
Reclirculation Tank Effective Volume to Pump Of = L ' W * Lowest Invert To Pump -Off Eleviation-
TRDII,rlength.,
73 foot
Tank Width.
M Am
Lowest loveriTo Pump -Off'
1.9 root
Effective Volumo
4156. 11 Gallons
ltecircuMon tank is aim tall -flume -filled storagelpomp tank,
MIAXNO!I�z 11,0111k 1!)U,llr,ala Mill Silk!ol Ve wilihilliffrit,
Yielid BoAng'Fank Total Void Volume- L, * W * D::
12.7 foot
Tank Width:
5-5 foot
mink Deptim z
M 5 foot
Total Void Volume:
C429.4 GmtIllans
Held 13osingTank Bottouv::::
11, * W I Lawgit I avert'lo 111'twk 13wtowm
Tank leng9k:
U.7 foot
Tank. Width,
5.5 flout
Lowest Invent To Tank Bolitum:
'7.8 foot
Effective Voluinc
4,082.0 Gallion.5
Field (Dosing Tank Effective Volume're Pump OR:-- 11, * W * Lowest Onvert'ro Pump ME:

Tank length.
Took Widtb-
Lowest Invert To Pump (W-
Fffictive Volume -
Da" of Field IIIDusing Sturage (Vold VoWmp,1Ak)F')::
Total Symsem Effetfive Storage -
FieW DwingTank Total Volume,
Annual Loading froyn Soff Scgendst::
Maximum Instantaneous Loading to firom Soll Sclendst:
Total Maki Arco RequireM
ToW Field Area Provided: (WeKed Area
Annimal Loading Rate ProWded.
(ADF x 165 Days per Year x 43,564) / 27,154 / Area Provided)
ToW Irrigaflon Flow, (Set Iby Design)
Instantaneous Loading Rate Provided,
(rotall Irrigation Flove x 96311 Totmd Field Area Provided
12.7 W
5J foot
63 ftW
3,3001.3 rallonq
9.2 Days ',5days per 15A NCAC 02T.10605(m)
2178 fiacibe.&Near
Q002 Ifichei/Event (Hour)
1,20U Square Feet
2,390.0 Square Feet
03 hadlenlYear
4A GPM Flmrlb Flow per Genflow Cakulladons
0,19 luchestflour

MacConnell & Associates, P.C.
Project: Surface Drip System with TS-11 Pretreatment
Project Number- AGM11.00
Location- Chatham Conaty,North Carolina
Subject- E-Z Trest Treatment Calculations
Date; August 2, 2022
AEL,v 91126fing A i
NRI21i,
input
trNI
Dom. L ailsflcs:r
.........................
J�M I(5 IMYY:
300 mgn
Fwra EF'A r�ksgn Manxial
TS&
M) Ii
From EPA i"I'mign Manuel
NHIh:
25 ing/I
N-Orgarxic:
34 rnIYJI
TIM
59 Mg/l
1443rgaxiic - NFII
11,411 1 Nii
I met
TN:
60 m,r
TKIN i 'NO3 i 1,10Y.
Total Colifornair
75,0009000 Number
IF)i NSF 350 Appro W
Biochcxn�cirl ()a�ypiien EYernand (BODS):
"0
........... VM:., V1,
i�mC)px)S'Dd Effluent Lrtrniit per 15A NCAC' 02T,10605
TNat A Suspirrided Sofids ('IS):
39 rylgfi,
PrOPIUSeAl E'filu e:nr lJoift per t 5A. NCACCITF,13605
Ainnicinia NitrDgen N114 N
5 Ing/1'
I'voposed Efflurnt Limit par 15,4 N1('A1r.'1D2'1" 06105
Total Nitrogen (TN)
,20 nigl,
IImpu=.J Efflueall Lumk per I5A N('A.C1023',0605
Fecall if"'okiftinvir:
. ............ 2.00 /100 all
Proprised Effluent Umit Gernnodc Mean per 15A N('A('02T,01605
IMA), RzvxiovMC
6410 Nrircent
Given
rss
7100 percrent
(3h,en
Nib RL"i
10 •O Pielavivit
Gw % en
h-4-0q.;arlic RernovixL
35,0 Percent
NI Organic ("o rh cried taP NR 1 7,::
50.0 Percieffit
NCh , NO"_° Denimflimi:
i pirroun:x
r6r;rR (Wifbrms Remo,vo L
510,0 N.m.lont
1jnjile " fairzilk EMurvirr t it loprolixi tirratlains
BOD 15 -Daft
120.0 nii OM
COMUCarTIRHarm N,rcinA Removivid
Ths:�
90,10 Irin gfll
('OnCitri - Percent Removed
NH3
42,•Idl unp I
Concentrafi'DVII Pereun Reinamd i N Or :Ca gmih ' alrleve, di[ONH:�
N Orgrini,i
1 U TTIJVd
T14II,4:
59,0 Mgfi
N-Organlc yI N113
NO.A , NO2;
1.0 fiql
NOS i 1NO2 Effillem F Return &on, i.,ec.rix,,'rank LIenitrified
60.10 m gII
I 'KN NO3 � N(32
E' Cofifonliiz:�
37,500,1(p100.10 / l 04) ml
(%meentnifion- Percent Raxnort.%J
B0111)
195.() 'nx
i Per -cent
Gi'len
N11" Remcvii (to An)!!
2.0 lon,:enit
Given
hffl'P, Niffificill tcu NOI NO2
9t5"40 vercein t
( 'J, l v'en
N 43r6ranic ("on,,villed to NMI:
95.0 Percerr x
t1d71n§ptk4',tkm::
901) Rem"nil
E. ("oldbli RUUHYnOL
50.0 Ilercent

]E allmli EfUllip'no
BOD (S-Day):
6,110 mgA
TS&
4.50 mM
Nlbt
2.87 Tnf.j,/I
N Orgm.ic
0,85 M&II
TKN:
3.72 mgA
NO3 k NO2�
2,05 m1gA
TN:
576 rni; ,,A
I'mai (.;oUforms::
i ➢ 130 m I
L21ur,'nt.zWk p an..
Pk9an
UV E$osing Ratc
10 0 grm
Nunn kr of ljfd:
I II..Fnuxts
DDID R.fmovaL
0.00 Permit
TSS RA.-movaL
0.00 Else ment
Nfl.< PevnorM::
0.00 I'ment
N -Orpanic RcmuviL
U0 Percent
NO:w a NO2 Rcznoval.
0.00 PercAmw
ToWl f-diforms RemovaL
99.99900,N)OO Perrcm
BOD (5-Day).
6,1010 Tngll
CBOD-
00 TrV
Tss
460 mgA
Nib
2.87 mkO
N Orpnic.
0"85 MgA
FKN
,72 mg4
NOi � NO2�
105 mel
T'N ��
5,"76 rngA
retail
PM) /100 m➢
87,50 11 ()0 iini
Concmaimafion - Pem-ern Rmoved
Conlix,Wrabon •--• Pluxcent Romovcd
('bncentrulJon Pucent Removed I (S.T. (Ja)nc, I (N.-Organic to t;V DR T,Ti*nfVmJ)
Conmitruion N Orpinic rvlbe,d to NK
N4.)rgankic k 11,41B
T401 h NID2 a,i,T, Effluem + I14ftHfk-x1 NED - Rmurn k.P Septic Tank
TKM IMK.b aNCh.
Concenl1rafion •- Percx-mt Rcinuved
now Rate
Pump Finw/Dosing Hale
G�Ven
Gi ven
QVIen
Given
Conlcontmfion PeruenMenloved
CBOD < UlDIN aq C B(M only musurm; ox Wation of g;.,av bom.
("oucenmition Percent Remiovui
Concentrafion Peumm Removed u�Sl% Com a (N Orr ,anic to N143) Nibiried)
C(.mcenMakion K Orgunoc Conveiled to NIB
N ()rgHTdc 'I INUB
Nl()+ N102 S,'r, IEfflumrot t- NUnfied M43 - KWitun to SeP& Tank
TKN 4 NO� v NO?
Concentration Percent Removed
FecM Colifums < TotM CohkRuns < 200 DJ®rq

zimnle I
...............
Muiiyflbeiof,Zoiniim I z
.......... .11�-11111 ............... "I'l""I'll""I'll'll""�'ll""I'll.111,111,11'll""I'll'll""I'll'I .... . .......... ....................................................................................................................................................... .................................................................................................................................................................................................
211122" full' 12219 1,011
........ ...... ................................................................................................................................................... ...........................................................................................................................................................................................
Choos, Ines a I !�iistuviesin "ll F DIV Hbws 11.
............ ..............................................
I � el �,m22,lini i ��ie�ein'V%FIIS I Choose i Ir s
. ............................
Fut,W flni,ear ft peir 'zriiii iiiie (rilflii hirinunrii ii,equilired) 505
Totall inuinird[mi of eii'Wittuun lluel l b 3 w 3,7 '2[2ll e 8.22l zoine,
................................................................................................................................
Sdia,ct'Wastefloviw diilip,dHiiie (115ininill"1111) Wastaflow l`C didj�!)likinie
. ... ...... ..................................... . ........................................................................................................................................................ ............... 11-1111m11111111 ...............
iisssiuil is at Ou", be 1111111�Iirli i of Cl le dii " riifidd 210 1
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll,'ll""I'll.............................................. ...............
11t iiDf ���ie,aid IMuhl 11�11rij�lrll 9 21 1II°°m2a ,22Ld 4612 ft"
l liis thil loll, 111 1111 2��flil? 10.63 qp�h
............. .... .. ...........
[dos e flow ne 2 97 pirl''ll
....................... ......................................................................................................................... ............................................................................................................................................................................................................ ......................................................................................................................................................................................... -
ff illoqulineild, l fludh vidlodly 2 fibl'slac
ow III llllrms of WAS � B:"��l 0 V)jr 2 Enos
.............................................
t---j
ilin fl,iie acturall Illeingfl-i of Ilu n B dl '�2!160 It
l st aten
................... ............... ...............
................. . .............. . ............. . .. . ........................ . ....................................... 12 � 48
...............
I d dl il b)iv r2gmliied hum ad,idleve �u.a II'riliiru )irioiod!y ...................................................................................... ..... ... .... ..................................................................................................................
�2 196, gl e ini,
................. W� 3 ........................................................... M11181111110 5.93 III ilCm di
eir zolle l casis sl��
11111111111�11111 ............... "I'l'll""I'll'll""I'll""I'll",11.11,111,111,11,��������������l .............................. ...........................................
,0)6�ect 1�:Ifters airid zanis va����vies
............... ......................................................................................................... .................................. "I
1361ect yip le
voflox Scileell III
....... . . . . ............................................................................ ................................................ ....................................................................... . ................................................................................................. ....................................................................................................................... ..............
'Recorininirim °i :iII :llc-.N t I 1 1 F ri �wciii eilaili I-
K211211,ii'le''.2 ����llisctnc Sidlairildidl
............ K2211 ............... ............... .......... ............... .......................................................................................................... ...........
b.... , v—� —.-111111ii'.i. ..d..........
elilluve jReinin 110 s.

IIIIIIliii����°
dlu ul° ullkm Ir° ntdrres pper day t oIIine!
4
doses
�M
rnllmIuVUI1u°mll' ulmlrur°u tliim'rua I.IIr°'rm`lrwlr u
'� d fi''
is
m°u°°IIIiillrm.rr
mulrw�sul dll uniiIIII'moff Ciiimmme !!)etwieein doge
5!!4'6
IImor!!iii, I1I'1II:
dl w r.m mulwr "' III umu111l!) III Luau twi"nie Ixr dmryi'rrwulue.
d dd
ii iiI s iiI Iiii is
t"''tIIII durw"ues ... Illdoru1l1°u [';'ur'IIr" of dories III':mnul" day t Wi rrmurmmr,r
............�...A....I...o..
4
idioses I day
'Podine $Di' filid to IpiI�mmmsui�iIu
uuuuuuuuuuu uuu m iiiiii �mmmmmm'mmri�uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu�r������������;;u������������������
D.!OA.1D
IIos!! ii I4 IYwsrycs
I It' a°� dw.mrwII11II drii°°IIeIIr
uuuuuuuuuuu uun iuuuuu omuu��nui�mmiii� m uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuminmmmmmmnniiiiimmnuminumiuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu
0I,-00 20
uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuumuuuuumimunuuu iii
l°mw° .mNii'''i ecs
iiiiii ....."
ouuuuu
..tiro U1111IIIU III
oimmuuuuuuuuuu
GI Mt dd
n m u
IId111a 1I1IIIIIlIlnB!!Sec
IIldld'tllliudi Nine
Q101,:
'1IIY" III"lY"'IIIII III "III ' iBCS
!!III l u sh ��P'II't III°
dd'
cycles
1 liniiia r'aywrmm°ad to oinnulpr[etn nllHI illmlwulmrtulrmulmu Ilp ieii day
t'dld
Ill�uu"�°uI1l mom'
tr n vwrlrmuinn 16raII°" rlD11"110
dd
ymrllllll ins III''maul° dose
Allow time in the 'day for controller to have pressurization and
drainage time,

Zone 2
F�'i10,lrle
Nuidber, of Zones
ui II
airea p)eii, zioiii,iie
Clloose llIiiiniiie 2 fl.
2''!22�2 1
221!te!i, E 11 iii� behmeeii� l E WA,S I E DVV E111111"Iftell's 5
I � owliiiniiami ft pmii� zovile iiep dired) 650 ft I zoirie
utwI 111,1111ull III libel ininiff eiiII�!miiz�uii� ie 433 e lier
2
Sid iect Wasteflim, duIlpfliiiiio (118iiiniriiiii) PouAirastefiw iis1/2!p!�fli dill
...............
t be 21D !)SIi
. ..... . . ........ ..... .....
ler at±8 . ft,
.......!���,e flow ra,lie, IG,ileii ieiiii6tteii, liiii, pqO D 531 jIhi
zoiii,ie
.. . ................................................................................................................................................................................................................................................... ................................................................................................................................................... ............... .......... ..............
I iii aq,dued, d''iiioose AUStli Vdoc,,JII[V� ��2 filsialic
kOW 11"I'lliall III es uF'VVAS I
................................ ............... .... .......
iiiin Ullle aicu 0 225 ft
1,18
I 101W f:�Iisvv uiieg1JIiii eid tai ad*Ieve flias"dii 11 4 44 iaii!!wiiriiriii
...
Dui
W.
OW 1 221 M1,11,1111,11B, NAiiiiw'M caryie sceinairio 8
SIII' ect !!Ilvirs and zorIiie vaIIIIves
............... ........................................................................................................ ... .............. ............... ...............................
dect II ui11Reu ype vultax Sicileeiiiiii 1!!!, ��fteiii
........................................................................................ .......................................................................................................................................... ................ ............ ............................................................................................................................................................
1 ecoiiiminineriided Ffliiuiii (iteiiin inic.) AF)4!!!!! InSciii'eeiii iii I�Rer' D-2101,,
. . .. . .. .... - - -- -- -- -- . .... . .... . . ..................................................................... . ......... . ................................................................................................................................................. = ............................... ...................................................................................................... "I'l'l',
Sdect Z011 I v ����Aectdc Sidleirildid
....................................................................................................................................................................................................
Zore Vab)e �uIieiiii'iii 1c) SV� NIEI�J 10] kiiii. Sideindid vdhm
.......................................................................... .11 .............. ------ L . ................................................................... .................................... - .................... ........... "I'l""I'll""I'll""I'll""�

IIII Illlyl�
rrrd w° nt dnses Illu ui° dru'y I e!dni,
rn
mini rm����° t'tlud III'..... „����,�r,��ll � ��r,u���r,�� m' �
11,11lii111°,1I.��Iuir
ur tilC 11 I urnllCui uutttlu°ume Ilk°uebi%te uum dose
ddi'ui°
Zon ... Ilf �uuu°ur,ulu iu°uir°u t.iurrt IP;uu�uu. dayt' uuuuuu
d°;ydNII
_ uurnbleirmu
tduw
iliilinefuuu.druid tiri II''.uu.,es u:uuill uu
I
..m..................::oiiiiu
d idd'dd
hii ui iIuir cer
tlruW'ii fliin i
R0020Il
a xmrul , ;u
iiIIu t,linmum`
y� 5:1010llld
tluush tliiuneui°'
� �d'���y't'���tiih
Ilh�nui,� ��umuml�Irisu secs
llld dlliuuuuull'°°m uuuum°rieur
y'd
nyuuiuuruu
: rou nd t uuui°iu°iulllrrulll'rtu uullllll duuui°uuu tt ins Ill nui, day
u
hr i��liris ....°I.."
c!mer zone
41
d.a. ''i,uuu°°un IP;u u° dose
Allow time in the day for controller to haver siz ti n and
drainage time.

SZNG
1,100
liv & Anita 1.., a,rnbert
......................................................................................................................................... . ........................ . ....................................................................................................................
II�al ksIII tieletIIII . ... ... st st 1 1
....................................................................
Slection `1 ailirriiintairy froii°yiii Woii-lks' [iieet I
owi reqUireld to I Wid 3 R3
]ow ireq�,��ii led to Hush field 4.44 �rlr
Aiied to dcilse 1& flush field 8 27
......................................................... .............................................................................................................................................................................................................................................................................................................................................................................. . .................. .................................................................................................................................................................................................................................................................................. : .............................................................................................................................................................................................................
0. 'of Zones 1� Z011,1119115
............... "I'lI'll""I'll'll""I'll""�'ll""I��������������i ............................................................ ......................
Z01118 VEII�Ne SNA NA�111 '11010
........................................................................ ........... ............................................................... . ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
........................ ................. I
[Ine bill ligest ataire� 260 00 ft
................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ..........................................................................
elafibiry 2 ..... .. . ... .... . ....... . . . . ....... . ......
................... ................
........ ...............................................................................................................................
... ......................................................................................................................
[111°°W Ossies thiiivuglh 111°etiuiii I°l IIY111111110
Stflect Eium dilicilqA10voin riiiellu�
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'l'll""I'll""I'll",ll,"I ............... ........... ............... ............... .......... ...............
��WC sct�iiedule 40 ..................................
.........................................................................................
S6!ecl Piushi line I�NIairnieleii,
iiiiiiiiiiiiiiiiiiiiiiiii
. ................ .
1 114" iirlid,�l
-'---7�F .............. ........ . ...................... . ..... .
"I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I''�����������,i
. ............................................................................................
I gth of letuii rii �Iine
.. ...... . .......................................... ...................................................................................................... . ..................................................................................................................................................................................................................................................................................................................................................................................
ft "I
............... ................................................................................
1
...................................................................................................................................................................
1911111191111 Of fitthilgS
....................... .................................. ................................... . .................................................................................................................................................................................................................................................................................................................................................................... . .........................................................................................................
60 100 ft.
. . ................................................................................................................................................................... . ......... .
. ................................................................................
.
IlElevalbri c1harge. dovviiil,�il�� entet 10)
.. ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................
0 rl
.................. . ................................ . ..........................................................................................................
I ft.
10 16
���dl
I. I ft,
10 48
jj!�mi
DiiI011liilie i�lllosses tt,iroiuglh VVIRstaflow dirllllMhnie
........................ ..............................II eiril tt,u of tioiiigest dii,!l:mIline bteii'AI
.............................................................................................................................................................................................................................................................................. ......... . . .... ...................................................................................................................................................................
................................ �260 ft.
............................................................................................ .............................
2. 1,
10,
���Ii I
iaiug�h di�Aklile I flu110'11lng
d�!�
5ossthii
17.6ft.
7,64
;)§s�l
......... ......
........ "I',"",mmuenj re cored d,#Aieprasure
40 7,5 IT
--1 7 10i4T
7s7—7
I�iressiuire reqUliieirkat beqinri�lirig of diiIlll�!ifiipfld
I
.. .......................................................................... . ............................................................................................................................... . ....................................................... . ....................................................................................................
CALCULA,fil �j iiii es"ClUll Ile", "e(]�Lfliiiad i�Dt of diii�zffie[d
. ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ..................................
............... 4T, 86 lit"
18,,12
..........
psi
SPECWIED Iwr'eIllmll'la at Iegii' 111111111111 lingof i bi"I Ifildd (flollllw wuilkdlU "1)
46 2 ift.
20. DO
psi
I 'S 5E I Di v c Is q 11 Ica to 11 1 �I 11,1::1111111 C AJ: C J A, �"E )i Go, b 1111lext
151101
IIC coin npoilleirits Ossials hiiaaidwclirks
...............
...............
6 D fl.
3.00 .............................................................................
')Sii
............................... Zlenievahire �!miiessuie bsi: (in(A ri dagiiairn�
...... .... ... .. . ......
1111111111111111111111111 "I'l""I.Ill""I'l'll""I'llI'll",'ll""I"ll""I'll""I'll",'ll,'llI'lll",'ll""I'll""I'll!,"."""",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'llI'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'llI-11,11'll,'llI'llI'll",'llI'llI'll",'llI'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'll",'ll,'ll""I'll""I'll",'ll""���������i
ft
2,,00
.........................
111111111111111111111....................... . .............
o v v III I I e'tall �xiam ure bss (iimt in dagiradin)
5,1100 Mt
2,46
1
5 00 ft,
2 16
IllA
I" atal loss f frough 00 Porypormwits
16.93
2�23
Geoflow, Inc. IPuliirnp Sara, �BZ212022

tru ly" IIIliirruC' - IIKIIImliiurinivarlu IIIPire utitire III°lIIII) d required to
S&Iect IP!!IW.rar froirn dllrollpido lri uineirrrr
S&Ie(Ar Siu. ll'rllfrlll Ill lr°'utu dlia im'I kwr
I...eiri tlhi of sui,gI °aplly IWlilrr
'r':quhr�rallt"lr"uil Ilitrlln, tJh f` gifflun r!�t
"II'l""II'll""........-���������������������������..............................................................................................................��,..............................�������,.��������������������������������������������...........����������...............................................................................
ll lriii lhrl fr°cru a IGMUrrru!g� t tank u.atlb
d Elevation rrlhuaun2 . (liif` a �Iarmnrurlullhulii�ll enter, 0)
fmurat' BLrrar III ~"lur '9r�!liiulII lim•m '1010 ft, ring Il13lii u
1bWQ ah ! r la,rasr m, r�r�l�� hrr ����(
�,� �Ilu�rluli"rtt �ruara�- ......................
.� r
�ulru'llu Ij capacityI��I I�w il� m 't'tmr
�..,.. . ..�.
11IW'd Dose FIlow
FilteriII@'°'IWuhu'IIW,II,
I auiirirujp Model II 'uruur°urlullboiilr
'IIW� � III°°�dl �' Il�rr�llhus�
foro rur'u! 112ulru11INN lairIik,, to 'IoIIp of dir°illlpffeIII
........
.....................
I '2: nu!rr lh
... .. �............
w, m i '...
%;) ,.
'. .
I fl.
...., . ..................... ............................ m
.055 ft. .4
.
......................
21. g, 9.3
.............................................
rm �0
...............................
......................................
to rl ru
...II.m..,..,..........................................................
3'g gIlWilr.lrlu
u¢^ i m
Note: Pup capacity flow assumes flow in dripliaae agaves roast change during a dose cycle. With Wasteflaw Classic this can Hai
For more accu r tie flo s please see Gn klow's Flushing worksheet.,
If you need assistance designing for this addffionafl now, please
a„ See Geoflow flushing workshcet or
b. Contact Greau:f<low at 800-828-3388..
Geafo w, IInc. Pump SdeGfion'VwPorkshed, V.2003H 8,1212022'

° SEAL v
17069 &a
� o
MACC
�®d/dpddlJdfR8tl B64Y tl4y
i? "
A
� � f
MacConnell
Associates,
501 Cascade
Cary,Carolina 27513
1=,
ai= li=

I
37 ftim ill::Ww Fid,
ZWxjbr% IIIC 27W
1011JAM =-Td%��67PI
iii:::ax 99-5,M-0443
InvInUmmaLmn
IMPARM IVA:: DoM lllk-by & S­
:N7 I:ll%; IWO Ift
ZO 1K Vbw
ApR H, W
�Xloff MOM 11: 1r
ilml lll!!!Ir TOW MOM
1,500 III IP
OEM ISM"
110,11

NORTH. CAR0111L.,01A DEPARTINIENT AND 1111LIMAT11114 SERLWICES
DIVI. IGN OF P13"BLIC III'. ALTH
I.:
I.I.E.ALT1 SECTIGN
CX�111SITE WATER PROTECTION 11PIRAI'lliTCH
......................................................................................................................................................... . ................................................................................................................................................................................................................................................ . .................................................................................................
INNOVA''FIVE WAS''FEAVA.''FER
SYSTIEW APPROVAIL
................................................................................................................................................................................................................................................ ........................................................................................
INNOVATIVE WAS'�['EW'AfER SYSTEM NO: 1W'W2 2015 0,3 R2
.I.s,,.,,ued To: 17�.--Z Treat Company
.PO Box. 176
Haymarket, VA 20168
703408 291 ]-,-.Fax:: 703­753 5043
Contact: Carl Perry, President
Michael Sddharn, Vice President
Flor: E_z,rreat.model 600.Pretreatmient Sy:!;tems
Approval Date: April 24, 2015
J tine 15, 2015 Tank. Size and SaMpling Revisions
January 6, 2017 Addition of Single.Bulb UV Unit
In accordance with General Statute 130A-343, 15.E NCAC l 8A.. 1969 and..1 970, 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 ofan innovative system when all of the following
conditions are met:
1. General
A. Scope of this Innovative Approval
l . Design, installation, use, and operation and maintenance guidelines for E.-Z Treat
Pretreatment systems to meet TS-I and TS-11 effluent standards pursuant to Rule 15A NCAC
I 8A.. 1970.. Refer to Rule.. 1970(a) Table VIII ­Effluerit Quality Standards for Advanced
Pretreatment Systems for treatment performance levels.,
2. Operation, maintenance and monitoring requirementsfor .E.-Z Treat Pretreatment systems and
associated subsurface systems to ensure the treatment performance standardsare 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 ol'&Z Treat Pretreatment systems for facilities with an influent waste strength that exceeds
domestic septic tank quality effluent standards pursuant to Rule .1 5A NCAC 18A . 1970(b) may be
proposed by E-ZTreat Company and a North Carolina Professional Engineer to time Department
for review amend approval on as case -by -case basis, prior to permitting by the local health
department (L.HD). The system design must include the proposed raw wastewater strength
(130131 ,, COD, T.N, TSS, fats, oils and grease, etc.), the expected organic loading rate (in POUDds

rWWS..2015-03-R2
January 6, 20.17
Page 2 of .10
of BOD), and hydraulic loadingrate on the pretreatment. system,and the calculations, refejre:nct!as,
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 FZ Treat Pretreatment systems that have a design flow exceeding 3,000 gallons per day
may be permitted after approval by the De.pait.inent on as case -by -case basis in accordance with
the Large Systems State Review/Ap-proval Process (Rule 15A NCAC .1 8.A. 1938)..
11, System Description
The E Z Treat Pretreatment system consists of the :following components:: a Departrnent approved
septic tank; a recirculation tanic. (or charnber); single or multiple E--Z Treat-Pretrealment pods; and a
final dosing tank (or chamber). Additional treatment may be used to ensure that treatment
performance standards shall be met..
The B--Z Treat Pretreatment system can utilize either a two tank configuration or as three tank
configuration. The two tank. configuration has thefollowing components. thefirst tank is a septic
tank and the second separate tank has a recirculation chamber and final dosing chamber., The three
tan configuration consists of three separate tan➢ s-. a septic tank, as recirculation tank., and a final
dosing tank..
lH. Siting Criteria
The.E-z'rreat Pretreatment systems and associated drainfilehh; shall be sited and sized in accordance
with Rule .1970 for TS-1 and 'rs-i.l systerns. Drip irrigation systerns used with E-Z Treat
PretreaMient systems shall be sited and sized in accordance with the manufacturer specific drip
approval. Tbie E-Z Treat Preftatirient systems and associated drainfields shall Yneet afl applicable
horizontal setback requirements and be located to prevent surfacUsubsurface water inflow/infiltration.
IV. Systeni Sizing
The systerni si.'e-ing criteria shall be based upon the long term acceptance rraate specified in the
appropriate porwn of ffie rules or the Innovative and Expernriental system anpproval for the type of
ground absorption systern to be used..
V Special Site 1E valuation
A special site evaluation may be required based on the proposed ground absorption system. Refer to
manufacturer specific dripapprovak and Rule .1970(p),
VI. Design Criteria
A. The E -ZTrcat Pretreatment sys Lem shall be designed in accordance with the :following criteria.
I. AH tanks, septic, recirculation, and dosing, must be apprcwed by the Department and E-Z
Treat Cornpany specifically fim use with the E -Z Tre at.lPretireatment system.
2. The E-Z Treat Pretreatment system can UjifiZe either a two tank configuration or a. three, tank
configuration, 'rhe two taink. configuration has thefollowing components.- tliiefi4'st tank is as

.IWWS..2015..03 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 lank, and a final dosing tank.
I The 1F,.. Z Treat Pretreatment. system consists of a septic tank, arecirculalion tank/chamber, a
final dosing tank/chamber, and E--Z Treat media pod(s) as specified in Table .1 below.,
1, 1 able [ M�odel Iddll wiiri,d rank Volumes
Design Daily
Minimurn
Nfininnnn
Nuni[mr af Media
Flow
Septic Tank
Recirculation/Pump
Pods
(gpid)
Volume
Tank Volume
. .
. .............................. ... (11asl�LOI_I!L)I_
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< 480
1 '001101
1,250
-
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4 Bedrigionts
1,00T
1,81001
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Biedroioan
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01,00,
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edrocims
1 '500
2,200
Z Model, 16
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ri.)0
1600, galloins
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1 h4odel 600 pod pler
1 25
6100 Eallains
design dafly
flow
:4,:*Re,cireiiiIaLio,ai4°)uinil�°m
ILank. miniinurnsize
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 -
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 extemal
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 [he top of the tank and shalt. be constructed so that the liquid levels in either
compartment are independent.. L.iquids 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 require-nients 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.,
10ecirculation pump shall be either Sta.-Rite Model number STEP 20 or rnanufacturer
approved equal..
11. The E-Z Treat rnedia pod is constructed of a polymer suitable for use in contact with.
wastewater. The Model 600 pod is approxiniately 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 property secured. The pod is designed and constructed to create channels
down the sidewalk to facilitate air flow. The sidewall channels provide airspace to the
bottom of the pod. The bottoM of the vessel is designed to provide toW drainage of the
treated effluent back. to the recirculation tank/chamber.

rWWS-2015..03 R,2
.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/charriber 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. Tlte
nozzles are manufactured with a free passage of 0M25 inches in diameter. The system is set
to recirculate effluent through the rnedia, 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. ".11te 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. "Me effluent bypass valve or splitter box is piped to intercept filtered wastewater and deliver
it. to Lherecirculation tank/chamber or the dosing tank/chamber, based on liquid volumes,
16.. The Control Panel for the.E Z.rreat ystern will consist off -. recirculation punip onloff timer,
discharge.pump alarm, and high/low water alarm. Control panels shall meet the requirements
of l 952 and shall beapproved in writing by E-Z Treat Company for use in their systems.
IT Separate control and alarm circuits will be provided. The E--Z Treat systems will utilize a
device for the recording of measurements cuff' daily waters fl.ows. The device shall provide a
mearis 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 imgation systems
(provided by the manufacturer of the drip irrigation control panel). For pressure manifold and
LYP systems, the.Aquaworx control panel or manufacturerapproved equal shall be used. The
operato.r in responsible charge OlZQ 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 LID
with 24-hour notice in the event as direct connection is necessary,
18. The UV disinfection system shall be rated for the appropriate discharge rate from the E Z
Treat pod. The LJV disinfection system will be one of the following.,
a. E-Z Set UV4000S (single bulb);
h. E--Z Set UV-1000 (dual alternating bulbs).-, or
c. Other UV systems specifically app.roved by the Department and E-Z 'seat Cornpany.
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., car other system components are installed in a seasonal high water table.
Additional ballast may be required.
21. Influent samples shall be takenfrorn theinlet sanitary Lee into the recirculation tank. Effluent
samples shall be taken from the final purnp doing tank or a spigot or sampling port that is
placed on the force main ftoni LhLfinal dosing tank..
B. E--Z Treat Pretreatment sY
' stenis shall be designaun w
designed by a designer authorized iriting bE y --Z
.
Treat Company or a NC Professional Fngineer. Systems over 1,000 gallons per da-.Y shall be
designed by a NC.Professional Engineer.

IWWS-2015--03-.R2
January 6, 2017
Page 5 of 10
V11. Installation and Testing
.A. A.P.-reconstruction conference shall be required to be attended by the designer authorizedin
writing by.E Z Treat Company, engineer (if applicable), installer authorized in writing by E-Z
Treat Company, and LHD prior to be, construction of the E-.ZTreat Pretreatment system.
B. All E-Z Treat Pretreatment systems shall beinstalled according to directions provided by.FZ
Treat Company. Additionally, all E Z "Treat Pretreatmentsystems and components used with, but
not manufactured by E­ZTreat Company shall he installed in accordance with all applicable
regulations and manufacturer instruction&
C, All individuals/companies installing E--Z Treat.1'retreatment systems shall be in possession of all
necessary permits and licenses before attempting any portion of new or repair installation. The
cornpany/individual must be aLevel IV installer and authorized:in writing by.E Z Treat
Company.
D. Watertightness uf the tanks shall be tested by either of the following protocols. 24-hour
hydrostatic test or a vacuum test.
L Hydrostatics Test 1, 2
a.. Temporarily seal the inletand outlet pipes.
b. Fill tank with clean water to a point at least two inches above the pipe connections or the
sewn between the tank. and the riser, whichever is highesC
c. Measure the water level..
d. Allow the tank to sit, for 24 hours.
e.. Re. -measure the water level.
L If the water level change is '/,i..inch or :less or one percent ufthe liquid tank. capacity, the
tank passes the leak test.,
& If the water level change is greater than 1/2-inch, any visible leaks can be repaired and the
tank. may be topped off with water and allowed to sit for a rninhnum off' 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 Test
a. Temporarily seal the inlet and outlet pipes.
b� A vacuum offour (4) in ches of mercury should be pul I ed on the Lank 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 isrepaired, the vacuum must be brought back up to four inches and heldfor
five minutes,
E The distribution of flow to the E-Z Treat Pretreatment sysLern and to the septic tank shall he
measured during start. -up and set to be in accordance with the system design with start-up settings
recorded..
I Victor D'Aniato and Ishwar Devkota, Tank 0mrsordefion and brstallation Standards.forNarth
Carolina.
7 National Ptvcoqt Concrete A.smociafion, Best Praefices Mar nal Precast Courrele Oir-Site Wastewater Tanks, Second Edition, October 2005, 24.
' National Precasi Concrete ANNocialion, Best Ppaclives Manual Pream Concrete Opr-Site Wastewejhr 7iinks, Second Fdifion, October 2005, 24.

IWWS ..2015.-03-R2
January 6, 2017
. Page 6 of 10
F'. Specified site. preparation steps and constructionspecifications 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 autho.nzed in writing by E­7. Treat Company, the engineer or designer authorized in
writing by.E-Z Treat Company, and the ORC autborized 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 LED personnel will attend and observe theinspection/start-up, Duning the
inspection/start-up to include-,
I. System watertightness testing.
2. Control panel operation and alarm settings.
I Pump model numbers and time clock settings.,
4. Pressure head on the.E.-Z Treat pod wastewater distribution system.,
5. Return now to the septic tank set per design and recorded, when applicable,
6. Riser hatches leave 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 A 96.1 (b). Management and inspection shall be in accordance
with Rules .1961 and . 1970.
B. All E.-Z Treat Pretreatment systems require an orperation 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 Cornpany as per Rule .1970. The system shall be inspected
according to Rule A 961 b-.Y a certified subsurface operator authorized in writing by E.-Z Treat
Company according., The OR C 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 auffiarized in
writing by E-Z Treat Company must have pjrqpejr 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&N4 manual.
D.At eachE -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, scurn, 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 swictural darnage, 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. Sarnple 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.

lWWS-2015-03.-R2
January 6, 2017
Page 7 of 10
9. Readings :from purnp cycle counters and run time meters and any -water rrieterreadings, as
applicable.
10. Current operational set unpin :pair TS-41 nitrogen removal enhancement (percent returned to septic
tank), andrecommendation for modifications (if needed).
11. System operating conditions, from the review stared data for indication of 7-day and 30 day
flows and flow variances or otherabnormal conditions.
& The ORC authori7ed in writing by &Z Treat Company shall also conducL other additional
observations, measurements., monitoring, and maintenances activities as specified in the Operation
Permit and asrecornmended by the manufacturer.
FZ. Sampling and,resting
sampling shall be done in accordance with Rule .1970(n)(3) and (5). E 2', Treat systems
shall be sampled annually (semi.. -annually :for systems with an design :now of 1,501 to 3,000
gpd)..
1 Ts•il systems influent shall be analyzedfor TKN.
3. Effluent for all systems shall be tested for effluent CBO.D5 and N144-N. Systems specified to
meet the TS-11 standard shall also have the effluent analyzed for TN (T.KN and NOT.-N).
Systems designed to meet the TS 1.1 standard with design flows of 1,501 gpd to 3,000 gpd
shall have the effluent analy7edfor fecal coliforms,
4. Additional sarripling of efiluent or influentmay be detemrined to be necessary by the O.RC
authorized in writing by E--Z Treat Company during a system inspection to assist with
troubleshooting or to verify system performance.
5Effluent samples shall be takenfrom [tie final dosing tank/charriber or as sampling port located
downstream from the final treatment process,
6. Influent samples shall he taken from a sampling port located between the septic tank. and
recirculation tan.kJchamber.
T. 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
1.. The ORC authorized in writing by F'...Z Treat Company shall alert. U, �,Z Treat Company, the
1.1-11), and the sysLern owner within 48 hours of needed maintenance Or repair activities
including but not limited to landscaping, tank sealing, tank pumping, pipe or control systern
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 punip 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, Fi,-Z Treat. Company, and the 1,.HD whenever the pump delivery rate
efficiency or average pump ran Limes are not within 25% of initial measurements conducted
prior to s,y stem 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 Lank will be
pumped whenever the solids level exceeds 25% of the tank" s total liquid working capacity or
the scunD layer is more than four inches thick..
4, The tanks shall be pumped by as p.roperly permitted septage management firm, and the septage
handled in accordance withl 5.A NCAC 1313 .0800.
5. The OR("I, , authorized in writing by E Z Treat Company shall notify the LHD, E Z Treat

IWWS-2015-03-R,2
.January, 2017
. Page 8 of 10
Coinpany, and the system owner in writing whenever repairs are indicated. A-11 maintenance
activities shall berecorded in the ORC reports provided to the system owner, LHD, and Fil Z
Treat Company.
H. Reporting
I. The ORC authorized in writing by H Z Treat Company shall prov.ide a completed written
report to the system owner, E-7 Treat Company, and the LBD within 30 days of each
inspection —At a minimum thisreport shall specify:
a. The date and thne of inspection,
b. System ojperating conditions according to Section VILD, VILE, and VILF.
c. Results from any laboratory analysis of any influent and effluent samples,
d., Maintenance activities perfoiTned since the last inspection report,
e. An assessment of overall system performance,
C A list ofany improvements or maintenance needed,
g., A determination of whether the system is malfunctioning, and the specific nature of the
malfunction,
It. Any changes made in system settings, based on recommendations of the manu.FactaTer,
and
i. A summar-.Y report gaff' data retrieved from the control panel verifying actual daily, 7-day,
and 30 day flows,flow variances, and other operating conditions.
IM Responsibilities and Permitting.P.rocedures
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 f6T (fie proposed use of this system. After the LHD conducts a
soil and site evaluation, the MID may issiae anbriproverrient 1Permit crow .Authorization to Construct
or amend a previously issued Authorimion to Construct allowing for the use of a E-z Treat
Pretreatment system.
B. The Improvement Permit and Autlx)rization 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 Irriprovement 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 frorn a Licensed Soil Scientist regarding the
site shall be provided to the LH.D. 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 fi).HOMD& 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 F,-Z Treat Pretreatment system, a design
submittal prepared by a designer, authorized in writing by E-Z Trw Company or a North
Carolina Professional Engineer shall be submitted for review and approva] by the LHD. The

fWWS-20l5--03­R2
Tanuary 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 man ufac ture.r/authorized representative prior to permitting the
systern. Also, at the request of theLITD, a.Regional Ekgpneer will review the design.
G. The designer authorized in writing lby E-Z Treat Company shall certify in writing that the &Z
Treat Pretreatment system was :installed in accordance with the approved design prior to
Qpe.ration 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 mid specifications prior to
Operation Permit issuance,
.1. For sites required to be evaluated by a I.Jeensed Soil Scientist or Professional Geologist (see
Section V and lX.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 requirernents prior to the Operation Pernift
issuance.
J. The O.RC authorized in writing by E-ZTreat Company shall be present during the final
inspection of the system prior to the issuance of the operation permit. The ORC shall he certified
as a NC Subsurface Operator and authorized in writing by &Z Treat Company,
K. The LHD issues the Operation Permit after the following-.
I. Field verification of installation completion;
2 Receipt of written documentation from the designer authorized in writing by.E.-ZTreat
Company or the engineer, as applicable, that the system has been design. ed, 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. Ifavailable, a web -based systern.pear data posting of laboratory results
should he utilized. These reports shall provideinformation to theDepartment based upon the
monitoring data and observations made frorn the Innovative systems installed pursuant to this
Approval,. This should include an assessment ofsystern 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 o ('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 I 8.A .1961(.1) shall govern the us.e of [hc.E-Z Treat Pretreatment
Systern forrepairs to existing malfunctioning wastewater systems.
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CAS I ,SEAI 402/410ZIC.'isa wilratenight
flexibIle ranniector tfurif its least' lMtIIherdirim;tur a
101,1111011 coricirefte Is jpmmj�irpd, The C'Dinri�ed.Dr is
b1deid b'dothic Icsm:ldillrllg shilo IallnIIp:laced on the
SOWN IIpIIlaslIulc rinaindrel rrhat i!s
liristalled d ilect" to thie foi�r a ii. After I ' he concii i IS
CUPOd, the bi im Is opened, rerniming,tilie rvum'�idirel
fFOIn" Ihiv ga§kiet Iltu leavirg tillie CAS I A-SEAI..
4,10:III D,2�II�l�!!!�'c.o,ir:wiinie�r.tor ernbedided iin fll'ae cuincraw
Ill giasket i�is then simpt Y lmi��Ifoidied Sat thie,jobsite
and is tightiened around tl'ma pipe Usinig the sup
pfleid stainless steel tFjj(�e 1111p, clallirp,
m llk�
1, Ift
Sirq�Oe castliirii desigil f°�a' ovldies flexibli
vivaledght C'U"Inecticni
EUirnhates hfifteflon arilid eAlbabiun
Improves m,sift esystegill, III p,ierfi!m'irivnce
a
ae nd riilrlliortlzes inainteiru inic�
�!NDWCIS gIOU � ili dwatex �oni'i iijiAnteridied
disich6a6ges
U 11i 0i iii^Sifte Ueatrnent lustt ucl,P u es, greasic
intercepticn, MEIP11111DIesli "fieLmiefisi, piurII:
at Id III ft!III atfii,111'"ISII or,
ally appVcafioii'w Vellubirlig a flexibile
mil"Wel Light Icoll 1111 Mcroll
E IC I`;(, ), �1"?'
1to "VIViO,
(32 rywrim A I 50 if
ArA2j
Ulu: jtj"'j jg""'
CAV�A-S"L-40WWF meets or exceimfs
of th IObuiving SfandW�
Ccldf?,�% Spec tkv;s ajjc�tr 7'b�sfAMh,r),ds,:'
ASIM C 1,,227, IAPVO Z1000
ASTM C ��1644 94MO �Zill 00 1
ASM C923 #VPCA Best Pracihzes
ASTM C 1244 NOWRA MGM CIl
AS8
'k r ftm"jljk,$" ji hYlw le r'p u, Y"f Y w it't
Ci r Qs Pf-, M jl Or I hiv I �)jfp, i,i r
til
if
' i'is
MONNO'KillE)l
05'ql" ""A�
mill'
Atfiach rimariiiij Ineof mfJ gask i I ",I
"'Rilifli ft"rm anrf"
To Rifirilln casfrl�'Y arifild In"'u"und A in 'h f" mmrfc'h�fl" lf�".'rving
N 5 1 Uficj n' fc, rfT( 'a g if rl Iou;uv PIM'dkc,"f" hp
if I, I o a I, I 1 Jq'E"," 1 LD CNi S d ,k
l,xj fanJk, lira rt ljfpe :mnii
01P,bU,uo cf@jr,!p,
mV
ES S 8 IE A L F?, W"a"r 10 N
jp'�'Ifj""Jf;'�
R if

III dl� ddUULdG��� n
>)111))IJJJIJJIIIII//� ��111u"'�"'� r o "�'��U
r IV",tI�
by IIII IN IIP III IIY..:"'FII4' FOR,
Met by h nfiilltratc)1r Oseir ain l Iliilr;ds are Imade from glass IrelI nnfc)irc lrrd u:n(.:)llylpiropyl� ir;irniE,,
pircmiii ' ng sulplcWig,:)ir strength and Ich.ir l iiliiity„ 'They come iin gr ' Irn or Ib1la k and in
Iy"��r�ng them
fuse lith Iry corclrrte �::w
�������ri� ''�e sI"esntlndds are � fastened ��lrn ��iuBessst II scrlrmms
and cai n Ibe fu.nlrtl'neIr. I cuirf.-�,ld ,by ihnstaHillnilocking n Irdlrngs.
Iw'u II 'Jii elr SaysteI ill
Hill, I v" x INN'" Rir:ur'eirr (Green u n „Ir q
Hill 0" 1 " I""Usews (Gireen r
Hill, 2r ,�
...I wn ua°' r°lu,..0 III„ Itick
EM
ICI)'lu„n IPur,lr
2011111 :x 112 IlIseiim
real,,uteIII anllGn
IVmIIIIIII � Mill llllll � ulll u I uyl p, a Ipll
2"III IIIC�I�"IIjiiv°m
IN "I" x 16'!' V,Ri s' Ir I(IC-Ireerr„n u �: li,.,A II )
14" 1 "" Fii sir (CAIr l ii a oir Dark)
4':' 1 8" i FUseirs I(GrF. rn or Rlck)
2 . IC,,,,Ilids (Grrelei a r„xr IE.31:rn: k)
III f rI���/i�����j//%% %
4"" x 6" Fbser
24; "/? V reii1
21 " 18"' III l'dsr
2d." Il,......iid
" III' I to stIIIImi
Hill, 31 " 1�2" II9JS r°s (Gir ei n u, IBifck)
mm CY" II lids (Gre'� ii i Irolr II:: II JI )
�I'kI 'Ilhieli'nn� ! SeWant
m 2I "
Safety II�'3 Irns
24:':11
II. ackirig 11ii ng
2 4"
Adapter ter III U,s
u"
L..ol 'JIIdin TIIIIjII s

IIIIIIIIIIIIIIIIIIIIII �� I
�� � IIIIIIWIU!!!!I� �� `0� !j0 i✓ttr � ���"'
�`%/i/%/////i�� IIIIIIIIIIIIIIIIIIIIII. Ilj�lllllllllllllllllll u�,,�F I � I( u'D°'
k , III IN IIV''�"II II1,"'1"' llR A""II710 IIW'
24" x G"I kw WC w'ay
��^mulll�"�'4111rnllllhmrn4,�su q
�„III'911�11"I�'-II'ti'aPoVNP',;P�I�II�W��!wll'NN�'^"Il..11l,il� '",Illrni�mRalf�su�u�ir°"",a
41 IF 1p'api YEAR M III'dl,I.IIF IA111l.5 AND �lbV����gllll4�lll �,III���'4111°NIIIIII� III,.hi ll'liii,eJll'.9'WlIitAiil4nlll:iAll'g.IFIi"'
j 1, m f r , z1 14
:ru r I cl r 3J: I [I i 1;1a°I A 1,.11 1 1 1 1, 1 1 1 .r r,.I ,f tar
14i`M" on t.r cl
r u �,��
IHi,,,v,karrcrrl , 1 06A ;,
t ,7, 7 ii P rt 44;.11 '11101
41 4 ,a"„aka 4436
'Nw�cNu'rw"uvw'.liillrm�lilllll�lr ��m,,rllr"N�a�1l.��lri.n~'�;a',�llml�
Illsow
Specifications
20" x II 2 " Rim, M'Naa ay
IJ I aC �rr9, i man 1 I!i i', a OP r L ,i fl Y I i 5, U Y 1 r d r, r;r Y Y lM pun r NI ? k .1r ,.f, i ! . ri , rir,arin ,.1 1,,:a^rr rara .,:rG:N,B .,Cr1 CtYY i�,;^t a ,�t� kk I.,rr�r.lriti'i °7 IiYPiCPr`e her,
'" 14 for C 4! i i
.m al Zi Iti.rf,ar d+Fat I r~'r,l'�. h•l;, sll r'�,dYr v9 I�;;ic;,rryc Y,0r.�rao,.lydiYr:riG�ifrl r���:re r,r lri`ilvr,sl[,lr.,i+wr'Yt�,.c�lrn dcilc.,,r,"s ,;iam l^Y 7iawcl ti :rr��m,�r.ar+ii ,,,,,,
anal r t;,7G lu Ni ult9 :: dam k4i r„,„ li i"7rvrir r1.,, rt li li 3 I. I Vr „ai,..,,,
r rrYnri Yrivl I,wrPOlrg rhCIst''lllxdrdl ,.pics',t VrM+t°'rdr rlcr"MOMt;d�nIIIy,Bl'rtka47Mk li.#,t r¢r t q%r4rk f�JP12ASAIrJikrlaksll'rf"rl_^I'Yt[rliral^a,prr:,.
YArv„,a r,°rr"r.k 5 Pd, ok. Mflf . f.'T ampnomd rte�.',rnNk a Ir,l1 : I V 11 M. J lkwRb I. �ra.iu-in, Yiai sk111 X, i'"'
, t "f772 llrIfdi , _f r Vote' I . r tlf 14,a Jie I[ r r„MI r�igYIH i ,`wv iJ, l °nritAd On 41 S, o,.
Vlu Nu a WWNNN�?N�9NopugIIIIIII VV IIII11 �Npp� npn m NN BNN ". w ea„w WWN SE al C7f n'.""I
,� � � o �'�� .,. mi��, ,m� � uur � ,. �� � �� ,� .,. m� hhhh4n �V�UV ���� NNNNNNN IIIII �NNa �um1p �������Nmum��l���um m uu�uuuou aumol um ul� u�Nmlliudlluo�m hmillu�iiimuuii�tl� �� uuV�Vud Vumou VuuVum�o muuVuuuo IVuuu uN N�A�m Vumo1 m Illllllll ������������� �umuuu�NN�Vuuuo luuuu u�G�N��11111111111 0lll0lll oll����lu�uuuuo uu��lau N NNON�Vlllllll ull�ll,lu NNNNN oum ����ummo 111„11,11111111���1111a1�111V111�61oN�11,11�� . 111�11116111u11 uuuumm~o ud� uu„uum�lu„u�m�, o IM„ uu u�„llllu�uuuo I�11u� o1111MPol oomlllouumlu,uuu.o uu�u�� um I� �l���aaaalluo�llro�hollo�uuEll, hIl0 l!
m

rNPREN=
8881 11999.,".5290 IF
Bristle I .......... 'ilter histructions,
For S111 1`14 F ............ I 10 4" 0 n stal 11 all, il on & Mai �ntenance)
IrlstrUCIJ.1ans for instiallati(m in. standard 4" oullet "115 of �se fic, lan
. ........................ 21.1111111111. .......... .......................................
7
um
. ......... .
* Orient thefilter so that the wire handle faces opposite the discharge outlet.
* Push fifter into top of II 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.,
The flexibility of the SIF-1 10 it filter allows it to be used in just a�bout any situa
tion. If you need help with a custom installation please call Sim/Tech Filter toll free at
888-.999..3290.
Instafled Fifter
---------------- ­­ ----------- ­._______­ -------- 1-1-1-1-1--_­ --------- 11-1-1-1-1-1 ---------- -------- ------------ -------------------- ---------------------
Riecion.i.inalendeld im.alintermance scheidule
For max I trywin pnAieclilon, it is recicnianendeid that thic filter be If not, it should. b�e inspectit-A
at Ileast I peryCarr� 'I'he filter is capable ofhasting three Years unider norrytal conditions Stjicb facticirs a'S
giarbagle disposals, pets,, laiandry, I 1Crn,aY'4rm81U1S(,' LhCA1C,iD(1 for Incire f , rc"1g4uir.11t ill'spir"Clion or service,,
Instruictions fi )1eribi-milIg 1painterlanicz !� ` e
.......... ee . I --- 1-1-1-1-1 -- -------- 1-1-1-1 � �z
. Before, removing filter, one of two options rnust be performed. These options.
need to be performed to prevent airY outflowu of nfiltered effluent from the
.
tank while thefilter is removed.
OpLion I
Insert a STF-1 30 maintenance sleeve (sold. separately) with -the handle
coupling an the wine side of the II as the outlet h ole. Push the sleeve
into the II until the handle cou.pling hits the top of the II Do not
rern(.)ve the sl eeve un 6 1 a rd ter has been purl: back in the "Tee".
QW0112
Have the tank punaped down by a professional septic service conipany.
* After performing one of the options above, remove fifter by pulling up on the
filter handle.
* Place the used filterin the provided plastic hag for-, proper disposal..
* Install anew replacement filter as described in the installation instructions at
STF-130 the top of the page.
Maintenance is If a maintenance sleeve was used (option 1), rernove the sleeve ftorrii the outlet
Seeve
A
AN
maintenance
Sleeve partially
inserted into
"'Tee"

Rr 1w fpiq
13
u

wDfnwimRj,mr mb@rfvfiw may)'
IA" 110 ?$''m nimw µ 111119-1011'sm
sWitor lank met ' sqW«an y
baffle
D�pIw '"° o'°Ip9111rdlii
In plinze m0h "IIIIIn
2' '' a i
IU as Out anwivirad
R ingdmed
10, &MMEN&MI anhammy Now jwWacmig AMW M"%"Po> maWnwedpr
ems gM,i um�% M is frmbm int Whe Cost elf kdalm dEftlans
Desigined afterDUI'gu'oven 87 4fflij'e t fitt r ithat m�uo°uo" uu"m' ly I�G irotiect r'�m°� Iiuu umldial septiU t mmm�", '�ullll1
mmmmmmur 11 �mwu m°IIIdi, 't mmm IIIatest adcIi lii uwm ti ��mUumm mm�mmm mm imlUljeUw m waim desligned with miloire diernw aind uwmi
wlasideriftL iuwlu uwstr gml systems w mf Vim laiu,hem. IitioRmsllvilas ard ll)m m "mm ist ' mUrmmUks mmmkith biwmiiullt liimm
m mmaUUa beffiles In irninid,
We achieve superiloir 611uw° avw luw'm Of C110 M051 Four lin t ' " 's, was'terwaleum sten,01wi°m
i uu iluwm-u� ift,'gym IIbrisl,ibe msm m uwm, .� Uiiiis desigin Is uniui alli m°uwu ire 'Ii u�eurlm'l Ilt�Ur m i � iiforimi / el 't ed �i a°°Im6i llilm
eri I ,as lavg! r more, huumUe" ftdm l diabu'ia mmwuto thie '� 'hem,
Tim' IIIVexi kmllle��m s6ff4ocWing briatles make it 'irripidi 't iirur' stallli wul"Id service, evein iini ystenms �i&tti
iUu°Uu°m lmU mm Illlm(m also licfllid the filitejjrF iUmuwmmlll fiGm°m Iwlllwemi mummm m mmm umw 'm' mmu° iceive or canisteirs
n IfivwwAnvty Filter i m p
I,hie fiNteirs ernlploys a diebirhs separation ,spade m°ilich i'latluirally sorts sdllids aliccording too, Size
arUid Uvam is. °j IIY'Jjiis uvwkes swore'effideu°A'Il and , greatly uw'UlUauw asis its IImf -sll mm���
1161810 611101ws four Ilh^mlUm liog6caldl ririalluuiuJimmg wboicil,i� �s un ciassaur imn all lii � 1. �ater �tm^i �� ''t'uiiaiilu"nuI a, tii
'dim _I'110triegilies fidlfteis uiaie fitanigmmllkam
IIThis
hl�lUuwivlmmmmmllWm'm(filuwiubl�m uwm utm�luium�m��w �wllll m�m��
seMzed sand
eauinionilical em°i 110 libi'Ll, m , !lac . "Illmllo II iivivi ies aft
'111110 m"mllii � l Sollutiorii for, 11piroteicting avildsei,viding 61 tgmi s
of "Weiglewleller svialielinnistia freation of this c" It o'IF mums rior.
j� �m"�mmurm°m,
II'ra (17"111 ii,
IS v
wvWi hew? mile neold to 'row wn p flaw m UGmme farldir
'gum "1 "0;0 ,,p'n 4 "' Iwo anilary
Top (Cjjijm,,..n -W&i'V" jjf�
° a �nmmti
(� iva ai�ma� VI I�
ll , ' o-, Iron p1�`° @s aud�dUXlmtil�� 1��Ytmu�ot(woenin�ocauo� mi a 1¢

IFEATUIRES
0 E asy, affordableSOILIflon for servicing
Eapfir tanks
41Desfljl.;ned wiffi non-dirim.fflonal bristlism.i.,,
Ibr unreshided lk-)w ail effluerd
Alnvm, biolrvical maturingaind
sloughing to ma)dmize septic laink
efficic'.11ncy.
ProvkJes well over% mile (of fills flon
irriedia Yvith nver 3 15? cm. in. of open
area to eliminate dogging
0, 2,215 sq. in alffilteding sk,irlbra allow
a. flow rate of over "II II' GIPD, fiftedng
to 1/16"' diamellar
4- F"Ifterling suif,,,:iiice is arftevecl with
unique tflaing.plair biristlethat moire
0--lan doubles the, fully eidng suirface, Mth
no unilfban hofiu:!is nir slots to Plug
90 degiree hairidlefor eas, installation
and remalval
41- Adapts to all typps cif 4' pipe
4.6 Sell -locking bristles hold thefifter
armly In pliaop, elimlinafling ftoat up'
4,,„ FleAble dc'.1sigin rnalkes iN e ,y to instqlI
lirii hard to reach pWcei!-.,, sind irnakes,
relplaciing the filter Ibreeze
0 ConiMructed c)f polypropylene WsAlles,
yvauind together Wth a 3,16 S,,S., cxrev
4,�'r The filtem designed shope aeato a
debris selpairstion spacip which niaturOy
sods debricxding to size sinid mass,
einsuire s ii:11Wnfilter usage for a loing
air-Dici ririaximizes clirrWar flow
Oirdpr paift Nm 13 TF-I 1 D
STF,130
,CAD detafl drawling evailialWe !in I.AF format
RELATIED PRODUCTS
STF -1 10-61NIPlage 4
STF-1110-7R page, 4,
STIF4,10-BB page 4
SIFIF-IM page W
STIP4 FIEI IIpage 14
1a.Dl.S IIIilateinl * 6, 81111, 692
11112AGE
RAI lZiree 8889199-1290 Office,231 i582 1020 Fax 2,31682 7324 Email Well!) m(NfAN giag safintech,com

THIRD 1`041-1 Y VE::-,RtF1CA1 ION
GARY&JOHNSON
MICHIGAN 0:32,1831
W11W-,`,C*,131N #En-.251985
1WENINIESOTA#41217
SIMNECH FU,,.,TEO 11
INEW k9l" 'F­
17 1110,DIS'P.OSABf.-ESL,�PTICI"A.IN'I'K"FIL.,"'F'E.'R,
TFURD PARTY' VE RUNICATION
he Digm-able s1lerticy WII is jr,*n_qjm, tin wim. bniAwi dh 26"" LDn&
1m.1shbod : tip and 2 KWtong 1mmd1c lend witli,90 idqpgrce 1,.xmd Eku i' dy 'U'll " 4 bo wi MW
�a majcw I.- WT (Yf 4,313" for gth of 9 1/2"'Itg V2"AkQmAhe90 id carcc Imand'k,
hand, then,wM transitk)n down ito 3 VV' dkundw. over dw. . next 2 V and h6ld at 3 Vi"'
dimirter for th, e, next I
"rher
C'P be-gMiniiin, g 2 1/!2'" f r1amthe
ljt�C�RI out inlio die, G.D. inflic,,.majordiamdeiii,
top, iftat usitioning dovm to 3 K"over the next 2"', and diffra transiLionig u- to the nmO:'
P r
di,,imeter over fliengym; xt 2".
Im
"Me stam �will be I I -gauge, Aam s stedand flie fill rm icrid vd,11 tx 012 yellow
polypropylene.,
nibas a total of2,96f"ImAk eqwding 35,544 fin ow inchesof lmistk,.
1�y ca I 'picbf shaped
,. , IL-ulating ti-je itotal length x ift total perimaw- cd SW['ecWs mm
brkdc, it, gimm a filtenog surffice of 2,215 square incheL
VolimKIN", ('Yfa 4'N'216" Septic 17ee
`1Vcd[www, cW the-STF 1 .10 111tes'
VI as,open fbr fliudd
326.7 cUbic inclim,
4.2 65 iambic irxhes
322.435 iciibk hrx�hes
0
"GA ,
JiGHNSION
I E-25985
MIDLAND
M1;CP,H

T11BII" )ll Illy CAJIIM Of TF-1 I ID
Tint % for ffiberiii qilii;0kksvffli parficulatedat coiiW be f u! jim 9 ;uamm a. lit
Emus types of piwilauktill added'it'o a dmi
nic five types ofvim " e "ri hair, „�u , s, 'tissue 'pafx., ,, Wit, �an 111 : :iu .saw ir'�`�� �,i . i Gees 'table A. belvil
m? " est twk,liwas dded ,mrm , Ill:y i five- " mmii °' Ii n ti. o rLT.. reswill.11.1 but — W(Of
water
'Water was imtroduccd intil) the tnst taniii:. at 210 ga][Jorns per twur
Rworded 111ength of t&m to Nicniria, a. "head l ;il „ t � 4 lllci )
mut euma ride—d °what 'ifir 'u migk in a I 4') iWerion:ire,'ive (11ii fl[w tot d. run finw, i tgible B bebi
No , Fred ,what ,wa 1600 15,00 ... �i Move, idiii totad run tm .m (see
10 Rimi au° mu . k a,im@ tt,:-, caught wbff idwin, m, Blers1 .xx. w i afte.T eruNqbf test. tising rawt&zituren
rided ,, �' icu r rmwliredvvia., otim (all remwi sk'4111y) (i ° table B
.H Inw(wWate was m ecorded in Igam, using a 01 1AUS Scout H Swle (Smd1"3 ) with Ire .,uity
TABLE'A
l :m.m .m .m.l ,m i ,...�..� .
M-
..,III_ .. ...
b
M ................ .
IF .. m
B. im m RY
F
DO immids21 apt MIDLAND
pF
M.
2
u
mamm .m m
Upt
........ .... ­_.______..­._i ........
'marnIia
11
m
Wmm[
.
l
uuam ll µ
i m
1 1 � mrin
mmm
v
�u1
hu&....'
.,.
aw II , 1 mmm:aiiuu1iui
ruui i:a llll i mm aaa............................m.m
............:..............................................m.......m
umuii�mmmam m�mu
l ro whil�llmu� ui Sul io1111V m�
uu
lµ
m a :m'�Iirimm�ua bioM :......
� ��. � ...� �
m...� � mm .
� �... ...
...m..
..1-
� � ... ..
"��ar�nua nm�l m���ma7� � �� l�mmmmm.�...��m � �iul Ud l0 mm�m��uuVaa.11l Was fit � ����
.tmt mitmam ca4it meein 1„ ��
ma Acp
1.110g scale

2.3mmr
1 10 i I "" ST
THIRD'I"ARZIT VE�IRH-,� ICATION OFIA WRA"YES ON I'llh F-7— 1, 10
XND THREE OTTM� CM AVII"Y SEFTIC TANK F,"ll 11::.MS'
Test done,with clilean water md, DID PBltiCUla't'O
IlFiltim placed ki a sland outiet telt-, c)f S & D type wiltfl 7" badpirce to livatIlk-1. kwicl
Tt-,,st tiu.jk vvas a plastic 55 gotuon dnitin,
M,
ThEme wasaua wicumte mdhod tiD rimamim IwAidlinghtabove outl6t. liwel
Test -was doric for a VP and F* boad Imightabove piltict le,ml
All filten tasted uMmg the r"', ve conditions
Sillmill"eclh I Tuff-I'lle
............... . ........... . . ....
fkw %04(11 4,1680,GiM
1 9 5 90 p I
4. 8 58 CMD, 1 1. 800 Rio
"'GAR" Y'B. I
JOHNSON 1111[k '
ilk
E-05985

It is n-a sqpti a& ter
.y i�virvion thal, theS" iioch filter -v6,H 1wove, to be, a sup, erior ic it 0
bt= iuscol" its is dinimbriStIOS W M,.,tch,,,m.ny "'papor &e' lidebris cyn the. cx"de Surfisce
(,I� °'��, Ibermm of tlw briaWls IIbI : ndmg othic,i mb under -pressure. of the flow
A dwd zone neu tbia cutiorto OOUW' s=11 particlim as tlbey M ow iof 0-lo fin-w. Plus the
iraoldc"- le-vater paftftot'1 'muixl off ound, Ilm fdler 11561 M.-
Gai B J61-mumPE
363 Silvem Creek Rd
49770
F F.

FPO,
P Ul 22 ED n t FiHer
......................................................................................
PL422 Mer
TY PL422 xvms the Mghal My% FRU, It was the MA Mu: on thic aliAl.i.mi-iiatic shai c.)iff Ibiall hiisizilled
rrr it1h. ever y fil tur�. Wheri the Fiker is remicIveid. Or rcgular arm rvRing, dic baR W Aciat up arid pirevent mrmy sli froni
,
leavirigy Ific tatik I pa,tic"Fiticid. desigri magma°ino Ibe dupilicaled,
FeGrp res:
Offers, 122 Hrilear fielet. of 1/ 16" fHtCr:M1OtS,r whichi
OrIae clicariin
I bs a How mnsail bia I 111 iat J im ts off i he flow of effl u jerit
wheri 1.1,te filter is, removied for cleardrig
oI Las it!!:" (11m I[ gas fleflector ball whiki'liu�ffuaajjj,„myr"
V h ii,,,,; tal Is I in nievv Rairliks, �orr reb Ofi bs i T, I mis, th I systems.
- Comm compVc with Us, o%,n houisirig, No OuNg of
b2cis or I I extra piafts lo, buy'.
- I lias a micildchar dicsjgTI, A(mvit Ig ffir hicreased filtraticil I
PL422 MUM=
lideal fair rogiclerifial imastc! flows up to, 3,0110(11 gaiflouis pier &$yr
(GPD). Easily fttstafls iii i niVINIr (),1,ddmaIldry 4`1 otatkA tec
1, Loic,aitie tiae outliet of th[e sepLic tank,
2. Remuve dic tamik. cirwer arid puzrqtmik if necessary
3, G I i i c 1111i r: f i I bcr I iii ci i P s i iii �g tmn V I ii,c,! I ui d e I p 4m, or u s; u1'
P(dOok F"xtiend &Ilxid if ninA. c,�iiimjghi pipic cxi!;:Is
J. fhle [-'j_ 122 filter mito, tc(1-
5, Repil'aCr(I tj'[(.Lai iik g, over,,
N '1 i f 0, e I, I """ r'[ " (, �
ThIUR, 122 I'MUCIO Rdtw rm ,vUl optrMe effidicniffi, for
SIC kl'(Yid N, Cars III jnjel-]1 n('Ill 111"11 V C'M u0..VWfi0 � IS biVfOl (2 YCLIUR inig,
divaning. It is remunmendoi AM We Rher he chaned
even, Him, t1au bank iq puiviqxd, im ail lciasl cvciv throv, ve;m:;
L. Do' V)ot use phiii,ibiiig ,, %%Awn fUter is rtm!ioived
2 Pufl Pk Q2 narlr4lgo oie� of the tec.
'I I lose off fdiicroivcnthe Sepivc, Liin'lidk. I'vMko sii�irq ai[l sohds
fall11 lmram Ib< mici 9(q)tRic taek,
L hiscrt filter tiack limalllcu
I'loit,-,nn Numbvn,
6XI 15 &
............................. ............ .......... .......... ............ .......... I AmVM Vr INC
tenskin i fiandlie
TDh'rR'v'1d" Nhplc�
(Am"k WANTUnk
AhmSMWh
(OPHOnd)
1 22 1 hwer Ph al
Inv MUMA111
RNS:
31 & V lWe MpWi
i Deflu'dor
Aiflionimlk:Sbul Ofi"B,fll
1olv1ok' 7lx'l
L.
S 7 T 7 6 115 6
.......................................... . ........................................................................................................... ........................................................ "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"I'l""I'll""I'll",'ll""I'll""I'll",'ll""I'll"'ll""I'll""I'll"'ll""I'll"I .................

0
Me Fn'mmUr�lmc Ffiomlth anid forty OrpiflZadiDn
wit umings
MiRse NF 10 fncriml lamtummigs are axiinnt am of Wednesday, Aprilo Aprili W t m R jL!i a mmm RasterrClUmPleasemn=
E 1;111m maim u m I't�o confirm the " um of an)) Umfinll,;" rcpaiit mw mom�iim,,1 Mi im>Imke mmm gmMstio ms,
lmmm NSF Rs emmmmmm.nwd ammmmt frmmmm mmlmmmit doi,v6badimm, ' and mm°uammmll)ulatiion of wiabade text Alwals mm affin this umm mmummmmtmmumm
by dickmums on the um'Ibdpw fin1lm'(br the most accurate! immfmmm°m'mmmm.fioz"m htt Umuw ", mLm . u ' � � m„rm � immm
'? 1 A,P "'
',v" se i a, n lull `' spistlems
Polylok Inc
3 Fairfield Boulm^;mrmun1.
Walkiingbrd" CT r)6492
United Stakes
a mf i ""pies fi-e , Cl'
1,11, u��� ,� r�" �m:m " ,1111r'ga "�G� Iur��' PI...,�6
r, e
Fack11fty Hmwmmmmmm mile, I
ml plig! •m"m nix lF'Snuem"m
11111111cr a rmMPOn,nu n u llli,I
,2,t rm.7
i%TC!Pp2ji24?'n
e�0011.°1!,3i1
t u'flx 8 A i iux2!6
. wIKdf �1°ti:A,j2
�^°n�,,;80.i $lr.Il,���I�����h�
�(�ISd m,'p r��.��a2',11� IC"':9''1
��"��,;"�i"dl 11 ",u;�r°.�'i
A,9, I 1,",IP36
1h mm,m HN, "?
�"�„';r�b'�u.,.�".ti.n�nR`�n
.,'� r,'m �"332

e r c psi L r, :i (,3, (!, e s e i It i :E i e ('J A ru AB 51 �a r) d ,l 'vC
Faluxe sensirg and nx:O� ey,�ali iWecl JD
Septic Taiiiih Effluent Mlteirsllfi2 III Illf.31
A1,00 l2X20
lkl'00,1=210 VC
A1,100-12N210/RALL
Aioo-8xi8 VC
MOO Rv,6411('
AIO0-8x,32,-vC
A,18010 4XIB Vlll� B40
MBOO 4XIS V'r �
�35 M8004XIB VM110
Atgiao jX22 V"I'-Bjo
A 1800 02 2 N7F B35 A 18010 -022) VM' 1140
A300 LU210�'BALL
J2X28,VC
A3010-12x�36 VC
Apo-Sii�3:2 VC,
A6(PlD-,x2X20
Moo Bmci8 VC
Mool 8X26:VC
Mool 8X32 VC
MGID-12=8 VC Moo llcu�3C5 VC
AxBoo qnS jw42 16,81,MBoo 4,ii8-NIT R1,5
A1800-02Z 30142 16M l800-,jxa2-Arl-B35
A3olD-l2X2O, A,3oo 12X210 VC
V310a !BX!18, VC A3,01a Bx26-'VC
A%600 12X28-VC Moo !I ZN316, VC
")IC denote"'."", a FilJter
ye I , ( V , ,,
°!Ixl IO"IDD5 c7vli["1/8" t to�eets
rer,.,p,drements of 46-20, 1 Cl �
Aj I LA Hle,�"�,,: ready,
Nurnbei! of matelldmig Prockicts IILs
Pllroccssng L:We was 10 smillimls,

iiiiiiiiiiiiiiiiiiD willill i 1111111111111111ir
ElE, A
I ziIiiiiiiiiiiiiiiiiiiiiiiiiUll
e C iu iii c t.�), 1I a t !I! ui �lg

Applicatioros
ReMdenUM
Clorruniercid oircoarrKhrlity
lntermltt.��nt. oirse-asonal luise
Space constrained gut
­­ .......................................................
�E�-Z "ll"iri at?
'Y
Cal; 1 11 7 0 3,7 5 3 111770 ou vislit: eu!!Itreat.iiriel�: D20'1 � E� Z ire eel:

Pre-assepTibleirl Pod
Plexiblie clonfigurabons
Wi, t �j �! il e ! s z e .......... s .......... i i v-aa ... ....... b [ e .................
Lghtweigh't poids
Non-icioig rnedz.1
.......... --­ - — ----
Ililgh teved dienftrMcaltion
I ........... . ........... . . .......... . . . ...... - ---- ........... . .....
OptMzed for walter reuse
I cdlect oll"I
Seviage ncws Fri:�m dhe, �)oirne
01 f�:]Clfty illtO @ vll/atelllghl�
�Di, imai, y �iardk ci chai ntm,,
I he soks seLUe and the
lquicJ e: MbenL nclvvs hygi av ty
onuent fifter to
e- I T�
CW[� 703.753,111770 or visftl eztreat.ii"iet
4201 F E - Z "I"i t

Standard Model I I 1 I f gf
y
It r,�lI"1orl
i AP 10 p „fir Q
'
r ..
i/
m
I�t I!jiuii iigl!; ui lid"iIl Vi
Reaspe�
real
r� II III�������II w, D 2 II ��,m l��,U� Z Treat
III
m
i Vll"III
iumi�lY�u��m�u��uilm�llluo
Iiululllliu�lY
,
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:m,2011
I
mu luullll IIIIIIII IIIIIIIIIIIIIIIIII iuuum
r

0 ­cWaU Syr",rd""mUc
silltaIIIII IIIIIialllt�b
mi
ICE
1,60621 Cea I, !I I q I I I e 1 ',1 SF: I al� k nire ce I, r H led C I �:iss 11
0 0: 1,10 C,l, I ricire of I I I fi:, lov"ll.YsU,i idoird!�,,:
NISI ANSI 30
M 5
�510

��11
11�,,, I [I ig,tJl I,J 111�;1, IIi
Pre c:,onstrucflm meetling hdd?
Persc>nnd present at pre cc:mstrt,Actk,>n rrieeth-,qq, (f,:A,-m:LCk aH that apply)-
Ovmer
Bil
E."inigiineeir oir Dies� iqiner.
lh,istder
Seiwicie Pirovdeii,-
e c a irf, l ec,
Sq::)dc tain�kslized pier clodle oil-, certifilcatioii,'i cii,iteii, la?
is sq::)dc tali k hil requiiii-'eiriniants?
Doles sqptlic Laii-Oki, dseiiri(sP,, aind ac:c-,ess coveii-,i(s) inneet ajppIicaWe stiructuii,41 stairidall"rids"?
1/116 coirTMI efffimint fH,teii,-/sciieein hinstallied �oii olutlet?
II effluilaint filteirksirreein able to be i,eimloved 1ror cleardii qg?
ISSIE^IP'UC tiarflk accessible?
Are sqpflc twilk, r[sers, and access coveirs watiettigilt?
Re jC'lj,rCjj,jatiioj,j talil0k slized l:iejj,r code ,CaJjrr ClejjftlftaJjojjlcritell,la?
�lip III 16voll 1111atioli taiNk insstd[ed DIE'llIrrmu "lare ,qLArerneii its?
�)oies ui e djj,Cjjjl[alioin la irilllr arlseiirjgS)11, and access coveii"Isli iii sLairidallrds"?
�is le cli-ciflaUcin taink accessible?
Arle re dincUbColini tilaink, a 11seil and access coveils wilateiitk4ht?
Adll )lIhJ!flng fil 011nisqoIJ11c, tainfleto iire di,,cidb,toin tainlle, linnsttaallllllasratt Illccii, colde?
is Chile loy Ioiiass v6[ve nuns,ti:Dfled �iniillhiie ii e di,icdataini taink !.mi,q,,aeid)(?
[s thile by Ioiiass vdhm li,rflet coininectilloin fil-orn, IIE z rileat paid liunstt.slllllsed orolpeid)("?
k the 11ry %ass vaktie routliet ciuiniinecticn to ginavity drallinifidd or -to di,61hinfidd 1!xxirinl�31 tainkA[),ar!Min
I jj„mjiuiloi limistalle-id Ilfncu, III 1`111nUfaCA U11 eir's iii codle?
is Imurnip accessfl!)[e anid reii !in ova !!Al e?
is q1didk idscloiniiiiiiect iii ii vethold W16ionij, caiilldk)dk, 0111' l!�u!Viass adalDteiill liiinsttamlllllcd? p1Dicnni`t hnisiilllll a chede, vdh,41)
[s 1/8"" diii ahnar,,je ainicl @1111'gJl §lIP[n()1n, ''mde di'd1eld uuiu tdhir i!IVC !m mill rnfr sq!!jjC!)lY i!fll!)ejust abvie Illlnc dsdhaii ge
eind rift1he !:aliIn jj!�,?
�Is jj�:°iurTi�!!) ir!stafledj, coininected, ::iiind tested?
ocif cCill 111' �ect oil s and tl� �ic coindult seaded-off)
CMII° 703.753.4770 o r va sft: eztreat.net @ 21, 7 F.' -Z ll'ire, ,, t

N foii,,lce imaiIiin II uilI liumitsllllir ldWitl j:::u'e.s,;iLjii,'e ratcdintthngsfpnp, e airid Itseii,, code?
Are PVC filhiings. and pIIpe icleaned, prh-ned, and ghecl pror.:md'V?
i
Na Lhe force mah:Mzed accondIing to rnii:,InufacturlDr'!!:s
[s 1rrslrclee IrinisaMus walteirtight?
Is Idle Iforce hi"iiisl:Mile-d to altow foii,- dii,-aiin badlk, to pireviI frlec.m.Jing olf plilj:ulling,, lif apjj::a:lficiaifle?
Z f'ire,',,,vt
Staine 1:::od slizic lairge leiniot,�,qh rDr pad to set rain (6'W x 91 x 4'IH)?
Stoii,'iie piad depth suffidleint anid levMed foil podt'o dii,Mintlawaii,-d Is 41" outlet?
[s pad lieveled and Molped 1" towairdthe l!:)cvttoii,'iin okstlelt diralin?
Is 4"" ii,-eilui,-in Iiiinetio passvdlve hinstaiflield aii ild per coide?
Aii,-ell PVC fittihings wid Ipipe clie,aineid, pirlrii iedi, and gIlued pil Opeii Illy?
01 :s the ii,-etuii,-irn fine Mzield accorchingto inianufu,,,tureirl's ii,ecoii,'nii aeilldwboins?
Is ii,-ietiuii,-rn IN ine walterflgIl vt?
Flo Illidsecureid and cleaned off?
Sofl� �,,ir,��adhinqyo Alrowr�vd �""ad
Nsarlea c1cwleirield with topsicflH (firee froirn fairge stoines oir shairp obJects) aii,oluiind lblhle jp)lod?
Is siditaUle tx'a�jpsalfll packeid aIl'l::)lLJind d?
ls mlitaWe tqj.°asofl liselpiri Illig1lhtly coirnp.,.)actleid airouind fid orpind ito 1,,xreveint settling?
N the are lbeenn seedied aind straw phlc:eid inin tqp,c)f tiopsic)fl R-)ir stabilhizaltion P
CheclIc, 61H that apply:
l'yll3e of thneii% Analog )h::jltM
[E'Japsed p ill nne MeteiirYes No
Cyde COUiinitec Yes Nic)
Flan,6l 'iiieateiir: Yes 14c)
is caii,iti"oll pain,4linstafled !')eiii mimUfairluiiieiii's ii,,eqiLmllliiieiiinile!iii,iilk,s anid coide?
�is a 1f1!11!iMA 4X Ouiriii(Iflain Illcuass used fbii� dfll i'loat and piuiinl!!) CiDITinecticiiiins?
Aiiie flo,ats linisbaHleldii, coininectied, p:iiind tesibed?
Oillim-cifoolli°"iiiiii illectainsil and the ciii)iii,iidiulilL,5eallecp-otl"O
Is plowell, caiiii iiii uecftled jjpmeiicocleia
lty!�alajj galugeairild IllsulugMJlnl of %iiiiiii4e,l, andillilia licoii iidiW't se6ed offli
Is u:aau.muhul Iau,sed !)lelweeiiii coiril '6l Ilmaaumash aiiiiid ii'le dratfliatJoin taiiiiil<?
s U �e ii le liclii'clul,AJOI'� �)LllliiiqI) th'neiii, set txiseld Din, the 11's cii lll�eiilai,�'
C a l �l ��! '7 03.7 5 3-4 7 7 0 o I, v 11 s 1 t!! e zt iii,,e a L ii°iiiet @ �2 (M 7 ll::::•'Z! r llnl�?a t

I lt. le 1 011 iii",CILJ II4flI iii I, g S y i�� le "It l� c III" r III It e iNr�,
IIIII[)i igiii Guidie
a�iiiid
OF
makh bmwhg Um NSFmwkm*cwHTA Chun I
In mm . Maya "R wow n smsWO,
I'll S F`,, 1� I I r
N INA I, !,I
NSPANS A TO
WM7 ET not 20M,",'

r,AWI III OF
i-o rireatimleint Ilf rocess Overview
2 �O 1'.)esilgimi
II e dircula"Hinii �"',aink SizIng
2. II mRaau, leir1r., rimanicE!
2 3 C)peratlinig Costs
E diing Raltes
2 �4 Z "D lea t I oa
2.5 Systeii n Oveirview
2 16 S�Ipiiray,Miairflfoid System
2 7 IF::Elteir Media Matitii less Mateiria., I
2 8 Deceirrtir-aLizied IDeslign C)pticx m fir Coirnirneiriddl,
Coirnii riluirii,ty, or Ilarge On site Sysiterns
HailJlioin histructions
3,10 linsita
3 1 Pire �coiiristiructloin Meethrig
3 2 l I oading "rrealtirnien't Systeirn
3 3 Excavating airild lums��t alliNlri ,th II old
3 4 1"Ipir-i'thie IE I reat Rod SqpqpAy ainII ILu.rin
3.5 linstaUhiiirig the By Pass Valve
3.16 kistaffling thie Ruii-qp
,3 7 Setfliirng Pit,urrqp Contird F'foats
4.01 Start LI lD
AIplpweinrfix I P4oddl 6�00 Cou,j,,flgjUj,rMrjjoujS
AIliIlileindlx Z: f4oddl 1.2100,
Apperildx 1� II ypicap Cloirnirrileurn ladl �Co�llIl,fI'u�gIlUu,ratuo�n"is
Appeiinidx 4. Ill higlirii CaseSIllucly
I
m
15
18
210
22
2,14

I
I . .... 0 1� reatIrrmeiiiiia Oveiii,ivkvo,
The E, . Z Treat IFIle idlir-ClUlatIllIg Syllti-iieflic F:]HItlew:systeii,,n operaties as a fixed rneld�la, 1pialickled bed fiteir
cyst urn lii,-i tl nese tire atinnent systeii,-ns, lairge!ii,-sofids coii,-AMined lirii t1he applield elffliuleii iit i
ret&iined MdIflintl,,-m irnledhiII::) y Rltii alt6cm,"n tyII::n6n'snllll lien 1:1 lqj:,)IIpeir Ilevl nll oftl fflteir ii�neldia. Il.aactirm,141
ffliim forirns owithle slurface of 1urspedlia grallii"is aind pu'.ov6 e s'f''au ereairncwal of slok,jUlle oii rnateirialI
anid 511TWH IslrElcAdi&I r n ttl er by atxsoirIplfllon Iby Lhe Ilbactehla liii thee fillinn Deccxmr I>osftilon olf,flhie
is inio applica,ldlo,ri calfibed nlateHal lolcc:.k.urs dim inig rest pell,jolds Intl,
efifluent. 1 h Iona,-gsump rnateriMI bleii ain energy slourcief-ortens bactierla to umaiint6iii n CIViieiiin...
sedvies ainid lai oidt.ilicle inew i Over diime,, asltl,)e RIter irriat'li-mines,i, thlo Rlm layer roirt-nis d
olutthe dq#I-i of Chiefi[ter rneid�lia aii W by products of the bMogicM Iyj,rocess 1,)ass olut of the FR
teiii-,. Ilia dirictiliatiai n of thle wateii,- Illleavuing the flItleir Il:>a6lk tAhii cam igh UI-iefil"teir suiiface I;:xrovides iron
aldiffltim 41 Iq ie�altimleint Ihy I:Ahe bact Ir i nun thle Meld�ia 1:��ed, as well as a niedl,taii,-flsirn Rxi- rnoving Ipiall
'tialllll�(ir.liecloimlposied orgsums ic irrialtiailials, 1.:mctejj,.r[alI waste IlmurcnudUicts as nd i aeir debiris framt1wfie
tier 11 his lkeleps'llhe poresipaces Mtl'�,-nliii rthle iimedl[a IN lom Icllrnttging. Ti eat-ii"neint, u,,rMug re6iii--cW,,-,aUnlg
ii,niedia RlIbnalboin systeii rrs is gleii ipirally airs aleir6Wc Iproir iess aind jj,re--aeratliioii ii of t1he in-weidia, whliidl
i duirinig the erestlierng (urnoiridosing) 1:::mii,iods, lis esseinfl6l irsner Iperope;', treatinneirit.
tyl!!)es of 11nI viedIa aii°e
usedlirn Ill ncked IlI!!!!med 111tei, S.
Viraslhlad, gii°adeld sainild
�was IIJI-nlle usnussd. collnil m10VII
OlUheir gii,alllU[Dll'imle6a
used
Yas!s:, garii eti, ziintlira61te,
[asl!Jc, exlI,)aiiilded clayll
exlIaa ii''i died ShNe, qIIIeii v"llic6l
Failim, ext1l'Lidiecl I>UI)t
styieiinee, u:iii'vd blottoin'i ash
I:) -lain cimalI fii'eid I!wwei,
!,)[aints
81lledla i actleiilsUcs
cain HirnIVU w aVtfl,vfl!reii of
doses I!uoss,JH!Ae Media
III ablie I., Recorrunineii Wed Systeii n & IRe-ciricUlatioii �01
S[zes ifoir IReslPsfeerntialll AIjpljplHcaflons
300
7510
31010
40101
7:50
41010
501101
9010
511flo
60101
91010
6100
700
1000
71010
800
10001
300
900
1500
W
MOO
15001
WIDD
qh00
1500
11010
1200
2M0
'12,010
1300
2000
131DO
11400
2MC,
141010
usllmsle 5:!:
. o lc,o 11P�:
� ni rr,
Y. 11 Ci
11- llr ""'i u
r!, ,-
C. wai inll11hrll
re aeiri:)I[Joini MLJS't: i
As tJhle
effecilve suss of IJI�ie unnendlis i eases:11 UI Ile
Uhi vie fiz)i" di'6knage aii vid 111 e aeii,aflon of delve
ii'ne6a fincireasle!s, 1 lh e 130II°a5 Iloadhi ng shmfld
delcii-easle witl'i deci'leaslimq elIfelicUve size
of t]. ilesairid
C-fl[� 703.753 4771D or WMC eztuleaLinet
I!!,air islin4I,e faiiy�iflI)lr IIhllmsurue sy!steinnsi tIie ii e-
cfirudatilcin tandk rs tylI!I,'ecaHy Mzed tio I'je eqUdI
to 0-75 to I bimes t],ve dleslIgini Ilsssllls c4Hqyl, Raw"

2.2 1!1[teir'IIIra+Ills""°flea"YII III II Mrlll"Ynm'"r�n
When trea'brq damestlik: stireirligflvr:uewaige
(3100 1 IBOIIrD5 or less) Ilip to the diesllgin flows
and laaidsj, a 1plrll Irnanklrntamlrlumwd E Z T ireat
Re diiiric.daidirig Syri-thetlic Fflteir� "dEl typicdly
j,.)erf6rrrr Ibettilar, than the,30 ,day average
requireiments of h,I Standard 40 CV ass 1.
C25 1030[), airid:310 irrx" A� "TISS).
D .3
Redt.,Ic-tk.Iin:s in the CROD5 airid suspendied
sill (TS') IirnflUient coin ceintir atio ins MCI Ible
attiMined with�iirii Ia few weeics olFa�orriii-,r-iili!sslloin�ii--ig
airild slvoukd be cons uistein dy achilevied rwer the
Hifelflirne oft'hestyreine irrile t.lia.
CROD5 ainid siuspeinded!!,oids ( rss) tireatirnent
1,)eirfoirimaince En thiestyreine ii is riot
slubject lto!aOgini'ficaint v,aii Jadon with airrrbliierrt.
a
Joins iir-
,2 3 GYrmts
Parveir, Icosts for 1r)uiirnpiiniiq at lici 4 001fi/day
are iii-ii ldhe Ilraaunge af $9 to $12/irnointVh.
.III Ilirrb reat Syiritl'IeUic I�''Hlteir
sy,steiri r tiedhirrdog)lr ureauluallllk.liiurng
fir-ary Years, I lndei")einidcmr it III iesleardhIlin
e dirciUladoini Sarrd Iltdilan, fldh:ration Ouirsystern
appldlies eaiiidl n ar,rea of 1JNls tiechindlogy, Jinai lrrlre
piw:kaiged systilainn III Ids eirissuires coinsulsl�zrfl!'
flldld IlraneIrForunnaalmnce Ililrn urrdUbill' Iig I310'D, III SS I
otzi[I1 INN"iriolgien. � riiesYsteirn addiriesses i
!s,ize and
ioIptlirrluilvl dosfing (:yidles Ilpnieilr hiouir, dq�')Chi I
1:l lllL I ir in ledia, IIrallrr- treat!rnent o fiefffi,jen i,,, III
pire fdftehinig of 0:11'Ueirrnttoi einslare pair ' iiiJesize,
evein, distidbulJoini I elffluieint oveir thile miediall,
aind rAliAiniig desuligiri I nat
vII,H!1nin 1ihiesysteirn.
CWT: 703.753 4770 oil, aztrieIn't uiiIt
irable 2
MS!!'°'TesVing 112eir for linainice SILlimirysairN
1131011N,
2gnig/111
DO
3.3 mg/I i
Turbidity
2 NTU
2 MPNI100mi
6 a
1`0c""'fll
64%
4Jllh, Ilal W
2.4 II ILi II xaod�krig Rates
hrii aicicaridairice mdth the IlElll A III.)ies1lgin G,iliddkines
,aiir id fidd testirilig I Ui°rie Ilf reat. IRe dircii.Aating
SyrAJh1edic II~ulllllruur Moiddl 6010 cain be claribinuoudy,
loaded at 7510 GPID anirl �2 Htm I30ID, Moddl12( 1 )0
can Ill)e loaded at, 3 4100 G2'11) and
I fl!)Illtl;ralll a IIFrIPA reslearcrdh aind te!I;blinig III as
provein! that ii desiginsr,i, sirich as the IE Z
I mreat F?e chroUlaflinig 22mrtllmed III flte:r sy,stieirni,
wuklll 1p,ir. od uj c e an IUnuullrm (!j kja I I I ')(ieffluieint at [oading
rates lin, exces!s �ant ,25 q6[th.2[daly",

2 5 S, st�eiivt Ove11 i498�;i'iiv
Nor to entiI the circ.uilating purnp .:ark
the effluen't vvflIl bis tre,�.--ibI lru aru anaeroblc
charr-lber fittie"d wvllV,u an effluent fiher, tVdls
after 0-,oI rir:!ffino,ve any sollds gr,w.,,.,ater
than 1/1.6 r, ., The sr cf,::)nd chamber veffl br ii
re -ciriIn chamber, filfted with a float baH
by pass,,I(alNie ar-,W rcirculation pt,irrip he
noii:ft Ibialll by pass viiflve coinnects, inside the
rc,a cirCLIlatlon tank, to the,4" return Me- friom
N
Calk 703 753 47'71101 or, vilsl'U ez,tirleat ii,iiet
N
O-m Ilpod. "rhe ft.:Wt lby p�.:M�i'[Nahre rnaintalnsa
constant llqui,d,w,:Aume-,lr% the rr •iIkwi
tank. he flr.::ual: bypass val,ve Olows the
effit.,pent to be constantly re� clncWated through
the synthe'llic filber Iging wAy the &:THY
fonvand flow,volume after i-11-, has Ipassfi.!'d
through the pod, iln diI using an external
spHtter box the float by pass v,aNe wokAd be
elliiryiim:ril:ed frf,:)rn the re-circulatbrn charnber.•
ta ridaird 14,oid,M 6100 1Package!!!
I Model 600 Flod
2 S TEP 20 Re-dirculaboin Flianp, 112 HP ............................ .........
3 Float l,ly-,1P1ass'Va!lve
11, Control Panel
5 Septic "Fink I:..:ffluent F:ilter (supplief.:i by olhen:.5)
Recirculation Pump is changed
to STEP 30 112 hp by E-Z Treat
Please see the pump curve and
fdctionrTDH calculations provided
by E-Z Treat

Sl 1EJ1Z--,210, PiuiiI
Recirculation Pump is changed
to STEP 30 112 no by E-Z Treat
Please see the pump curve and
frictionrrDH calculations provided
by E®� Treat
"'III""able,3 Ruii rq:::r Splecificat.Jiloins,
shell Slalinlw:is steep
DISCharge 10, 20 and 30 GFIM modds: Nberglass-relief thermoplastic; 50 GIRM iI stainless steel
111ischairge Rearling Nylatron'-
Impelleirs DelrW
Diffusers Polycarbonate
Suction Caps IPolycarbonate with stainless steel wear ring
Thrust (Bads Proprietary specification
Shaft and Coupling Sbiroless steel 300 grade
III Fiberglass--reinforred thwirnoplastic
IIII-II se,1I Polypropylene
Jacketed Cord 300volf, "SOOV"jacketed 10"(leads (2-wire w11 ground); 0p50nal W, 30", 5(r and 100' lengths avallable
I Is du cl I Dulpont nle Nennoun, & Cainipany
Nyllatinnn't lir ur gisteied
I i III Ij:"Plus", jS a egj::it,Bjr,,% %.jjr,jk�
nnarlk cW Pentall!"Wataii
In Order to pjjrnVjaje IIIIQ IMS�t :w11,0cluct!i; posslible" aiir smbuecll Lo cha i'Kn e,,
rwI)lIie 4 I)ui,q) Ileii innaince — 210 GI!1MI
Dspat!ltv 11 Rem II.mir hfini,Ae
D 25 50 75 1110,01
300
250
10 30
CajarAy Gallons I MhWe
C a III II 7 013.7 5 3 . 4 7 7 0 0 11" ),( I S IIi L! li z t pf 0,pit plriet
V 2 C, 17 El 21 T i, e, a t-,

2111,15 SlC,mtiriiy sysbalinn
ro ii nakirnlimn e ti-,min effectiveiness ofevery
ct.,Nlc 1rich 11:1 le ii ned�la matleii idll,, Id m
Mod,61 161010 eirn;Aloys a 1plr Imainifold
with 8 1 Oy spaceid M die aurne spi ay
nozzles ainid Model 12010 erq::Aoys
1.2 nozziles Thc:!! ii wozzllies aii,--,e p4ast'Jilic
com"iitirulc,iLioii-i,wiil,ll,-,w a iN lee passage of
�G 016 2 5 "' u iii dia imilete ii-- �; d riis larigefi ele
pa sai g Ih eillps II::xreveirA irwozzle cloigglhng
wh'Hie a coinsis,U.:Ni,,A misdii lig,
qpiray., "PI ae irritaii iffold ii:s asseii,n[Aled
With a lGrressure gaugeand vaili'ves,
MloMinag fcxr flow ii--ate aidilusibiments
2.7 Kh'ttiress"
m
Moid,W 1,2010
r1he IIEl'rcuac'g Fle circukrtiinig Syrift1liedic IIF ittleir
syste,rni employs a iirraiiiriiLu'fc,tiii.irc d syntheUc
mieldia mithk.h Ili encapsiuviatecl fini I mat tiress
lilce coirvtaukneii . .. . .... F lhe innattirelss �s fabir��cated frorn
a noin dheirnic6ly Iresistant,,
11olosle oreave rriiateiNal with a
vvieav(!r patterini at 190 diegiree IIIIIrIII erseictioins
cireating OXTR sliquaire openihirigs allovding
effluentaind iillir to ROW freldly mithile cointaiin,Jiing
thie Irnrnw dli,a Irmiallleriianll,
irriecha ui!s vileiry Iculrldiilcmlrrrra l pxrovides aimil[Ae
Flheirniiecfia
also, hilas einioulgh vohls Ui accurnri'mclate good
air aind hicluild flowl Flmsie vold spialicleil; l
allow, tJhiie passage of veiryl sirrvall siclids t1hat
VOCYLAId c[og urriiarmgr-fil'teirs he riniedia un viehy
rinakinig H� resistairlit to compactibn
Which I lead tx!) plicloir lair i51nd Illliapuruiiid Rows, r:i
pirollblileirin, I,Jhiatl plagit,n,essl mairy urmve61B filtleirs,,
I]hie jr,niiedaa conisulsts of hig[lityw,61ght', riori
blloidiegiraclat)le plaslUicsphieires,,
Cdflk! 703,353 4770 or vilslIL! ezh, eat net
Styireii"ve Ivlcdlla
'WrIAUVOW
Mateullail
21,D2 ,,, E - Z F r ea t

3 0
�E, Z Treat moo,„q,::i,aalrny or At Irepirieseiintat..Jve wH'I coiriidii.xt on slit etirair,Oirig Mit1h lea ch'i ri stMNIeir ble'roire
they iaire icieo U'Red to hiristall iz, z n eat systeii ns. fl,-ie tir4hin�hi�-wg WHIHIl iinclude hnstin..iction oiri jpirc:);::,mir
site piirep,, loc::athi ig 1:::w1oid, au' qt.filpirneiir'irt Ihiandling, excavation,, Ipold pIlaceii nent, p�i�I:Aii wg:, MHngaiii
is"tairt l of Iti-m Fireat systeiry-w Aii nirvuWl classr'lloon ttii aiiniing will Il,ne a
to rnMirvtaiii 1.1-16hr cer,iLu,fia.::a-t'i aiii,.,,As a andftioii n c:dIi::', z rir-leat ceii tfficatk,::oiil c,c:mblmt.isit have
jm-qj:>er- 9tatie II'n ihocal Ilia eii wses and irist.urair'litce Ihmc;uhhcu IIi.:..-Z'Then, t dist,Hbiutors wCH
oii Oy sell oir authir.milze iiinstaNations 1'.)y II ' "rireat ceftfflied hinstailleirs
The IE Z rireM.,irneint pic',id'Wifi III ii,Jlp pire� assim Mahii.W, reqiu�h hing o6lyfleh:1 pi4::,Ah iq of Uhle Ih:::aod siupplly Iiinie
and disidl warge kiii hir�ista[hiiiriy tI �e re� clir-clAlatioin r: uir-rii p.:), 4" float by l valve air-W the ii we ckmfliatloirl
ccmilx6ll Mi-ilein linstalifing U1 we E� ' -Z Treat systern'the oirdeir of comploirreints iinsta�Hlalbloiil riot
c-Otical and l segirnein't l beinstalleld b ndiepeinideintly
A imeetir,ilgi is Iru coinnirriended
bernirie any, cxiiiiinirniences. TKis
irrieledinig Ii.sain oppiclirtluirtity for the CAVineir',
blUllidipir, eirigliiiriielur'an'ide�siim inuer, local Iregiulatoiry
agencies, serVice pirovIdeir and Inistaillipir-to
l property, ilinesj, Iblu':Hdiing iocation:1, systerin
111inication1l, poweir soluirces, a" iraailln1haan m ii flinal
s,ite giradirug and ainsmileir gieiner-4i questions,,
Call! 703 7 5 3 4770 or v~ slt! eztr e!at iiriiiet
3.2 oad� irii i;Ili" alatil 1�1u'Iiivtl 'S' I Y c""'A.'Ieirm
The E-Z I-reat Ih e-diircuiiliatiolin Syritheti c IFillL.0
picid is hrn�eicdicxni rn,Uidied ra6iyethiylieine weighiiing
abiourt 30,10, poiunids,, Biecaiuse cli"thie lr'61ative Ilu4h it
ameight anid tolughiness of the rirmiteirildill, spiec.iial
hianidliinigi is rvc)t IreqUhreid.1"wici peoplie l l
urriload thile Ipaaid. Illy madhi ineiry, is u sir.-�d to alff Iloiaid
i Ipaw.ld oirtrainsplort it tothe exicavated Ihma le:,,
inylon stiraps,, chainis m l usied to ift thle
pold shiic),Wdl Ihm iilnn l cloincilitioni and rated fair
at III eaxis t 10010 Ipioui inds. 'rhe Iraw-6iriclulation puirnp
and cointrol NMi11 Ib�e ^:oJhiipped in factoiry slealed
cairdbinciairid box, these IIternis aire nct'firaigile but
shiolUild be hiaiiriidlieid With luieason,&Nie carip- i
diroppledl oir thrioNmin,,
q:X2 0 17 IIE Z I re a YLc'

3 3 xcava to-inig aind Ii1n:!,Ad:I:: i !,ig 1l� ll w' IlPlod
"T"he ffirst coir� siideriatiion W1 min ilirnmtalEiiniq the
Z Treat IC od lis to assuii le the Ipold [S not
located lima a ld14iinage area aiir d di-ve Ill,pod is
located ai.:iiove seasoir-41 high wa'tc:!!irIt&b[e,
Id l[s wHH11 PircAlect CI poi ftomFlo ating and
tau eveii Ot'suirf ice water iirdflltiratbr�
Exit Ilhiall eaIji)qi.iiii oxiii-natiely
(51M x9l] x 41 L
lalheigt �of thic ifo ig
��J
41" fin L]Viie bottoir aexcavaticii, , rinniF
flya ievel IL:ase fortine poidtosieti, flhis Will
piric-irver-A settHinig & tl'ie pod air'A 411cm for
liev6lHinig afthe poid
Ili:.:,acWFHHI ti'm Ipod Widi'i clean 1RIH Sai 11 1free
rocks and foireilgin mat-eirial ['..)o inat compact
the'RIHI, 611ow dhe sofl bo !-iiiettle natiur4lly
a Once Uhle Ipoid I� Ipbir ied iinthc.'u� exicavation
adjusiL the p')od to Mqjpie 1.1"toward ILI m 4",
�PVC l biiiils assure prqIpleir diraiiinaxgira
3 4 Pi�,Ai a d , u i, i 1
l the plod Vs pIIIaiced rsin IIev6II d:,
coi,iiriect,i "' I!!netweieiivlah'ie l
Olf Chle p!)'Did ainid'tI w by f:)assva111ve bcalLed
iin thieu li III tli am ira taink
AdLairJh '1 11" IlfYVC!sq:iI!'AY Illliiinie l�)true veein 8Jl°ie']L
in8eloii m tl'ii Ill,uod aind the re cArc!,Ualboir� i
1I Ill -se by pass viflvie liis Ilociated iri thie iii �eiircu
kallJoirl IIiairflk airild oineslde lis c0li a 1"iectleid to tlhe
41111 IlPt,IC diraliini Illiune ccimhill frain bine Il.raaort ainid
tunic odieir iid as cioinineicll�ed tic) Uhe 4 1 PNIC
Of e iii ii"t idosc['tairigie Ill ine or liillatam thie effliulein't
urq!�) d:aink
iModel 600 Rod
'11�\
4" Outiet
%N&ir
Caflk! 703 753 4 7 �7 11) lo r wl 11!5 11 t! e z t iie a t inet cl ���? 0 ]7 ;; - Z I re i,,��

3.6 111 131111rwli�"
('..','onne�.::tthe 1". PVC p'ip ibetwuc en the Wet of"
the anr.:l the re ckcuia,tk,,:)n pt.,imp
Aiway!s provide a quick disconnect (Jeviu:% for
remuvMg the purnp,this can blr,.* accorripfiShed
with a qjuI caHo.:J,:, COUpWr or pildess
wlapter.
ii,.:)o Ilmo it iiiI a check vallhrle intkpurrip
st.,pplDi'y Illine this wffli prr,,.Ivent'the supply lline to
the pod spray rnaniff..--Ad frorn drdirflng and
may causel"reezing
"r(> emsk.jire complete drainage ofthe nape ay
rnanif6ld drM an 1/8" We in'the l::lV(. pump
supply pVpejust above the &M,.:tmrqje end of
the purnp.
3.7 S et,'Ui rftir:,,fli IFie,'.wz'itS (see Iplage Cii)
rhie coirairol Ilpainl0i Wfll coiinniie NAlith I IV"iiiree Iliiapla.aiiid
lev61 flolats';
I Il aaaan„ilLaaaaaalllAlairim IIFlloaalt protc!lcts thile
puinnipfroinii urlu,alwul diry dairnage b)(tUrinincl
olfflhe ii!aluirirwlii and siolund an, aludible
airild Visual alairim Set float to activaU,:,
if thile a pVVu erup Ilf, vel dirops to 4"' above
the pi,nyiq!) iirftake.
2. "I"Imeii" ill"llinaUie 1Iloat actavaties ti�e
iinflllllllli) 11' U1111, Clime aind assix"es, the puirinqol
oinliy iii I wiileiii Chei'e u. suffidileiill�
effiluei"it in, qJhe ul ck'cUi,MJoii mAanli( SO!!
float to !:lctivate milli iein efiloeii ft ievdi in
I ii,ecIiirciu[atioin taii i[< isffllled to 50%,
ll''Higi°lll Ili ev,di Aiairii"iii IIIIilioiat),WH soiund ain
aludlUie and Osu,M Maii'imi NAillhein VJimlu
effiiijeii nt iin Uhle ii'e 1-all"flik is
1:oo SOilloat q oac,-Uivlate Winleili
't ii e a alllpllliUellmlll Ili ieve i lirll Vll111e hi ii n, t ll, n, �e ii, e
c i r ic I lli a �:i o u� tarlk Is Ilev6whip ]li t,ie tup
of tJ�i ii e ii),) . ....... ii)ass N4ivle
Caflk '703 753 477110 ic)i[ Visit: eztireat iiiiiet
1llmat Slettillings
11 Ow IL.aad
Allall'ill IIillat
60,11%, 1,60
11 !liquid 11 meell
lI,lVde Arje
lilloall
�:,1112 0 1 7 E Z I' rea 1

M S tll utlk - qp
epatliia "'lll"' urnk and III -Iiioricanlp Cuion Tadk
The aua'II:aLlc and II„, -a'pr° umlla:p:.''pmalrm tank M,)aMM ble
iiriqpectied 1pa�rliarr til staft up t(,:;u,
1., Viellify the piid air,xJ u°'iseii uu seirrlp,illiie s are
wateiii it C1 welick foir au,..m arnage f %water
aelpanun,a uualu Ilia„ holes or alrarualks Fliha a' a,,,,
tern arrnunat remain watm.IrtuigINnIL ILra p:;nenf rrmn
II ;n Ir`ra lG°n II"IIN ,
Illlnnmup eic II II ne outlet. Whent tier er h m alEla Luralrm
to insure it is uu msta llie p in amacmardmme wKhn
ILIh°nl a alrinluma^irrit f'lilftau Ir naurnll,,mlruaal uir' y°'s :alpaad'fi....
c ati f �bn"III
lln°mall:amam�° 'dice Illiapuulird Mauradll lion theuru�a~'un°u:,,InuII IR„lirrmnn . tank, the IIIGapualid : whaauulllb ' I sill..ulf9FlialialrrrlL lLo
activate thie °°i"Ir-n°neii IEn°nallapl
IIIlrnawpaa*a th°nam I16aaaa Mralr°u olfthe Boat caau°il
They alll one aa;uau,aa lly at aall",nerd to the
fpa;ua'IL Ihaan-a IkA, Dee to Boa MaaumlL
obstructions ns and thnna llluaaKmann of M.Ilnr:k Raids
s
Ihnmau.AW amarresp oiiid with thie Mmt diial..au„r..n
an page 10
Irmanauallr'' cuIInIIrIlly
p . n^ur lift' 't na unnaolln power aumll'rull:allp,r to the a a....
u:Iiirci iatiiori Ipaulnall II°maa Iii)r'all'aau y aliiaa
au,aalllram a,,, the l!xrgllireii, vcfltage and is
hnstaHed liunlIllaralLec'tli a°u,a,q!!!a�lii °IIh:'iigIhtcao"n lucp''q,
Ihmeclln the vrallltage and mobor amll„gin dira l if
M:Illna r ealdlinigs, l e bleyamndIlma IlhlinanpMaalll'n'ecdii�,
Red owthe Ilfrlamlln We an idledAdwrichieck
Ile uru°mat aall° ice Illmne WeIng Mllna a aMaulnln
alint:r IIIlimaraulll
My IPaaa Valll've
°p Vie irliif M.Illna m°n°moan power sIMAy to the re—
biircu taMaiort II'aunmurmall haa pnamunllf ell Ilpu field
)realllnau r," °Iklhncm puu ralp.mau rrnmllHmaa a amid IS
I rn s t a p Ue d in III' mm ra p auc'p: ii ua n wateir a nnm lrnul11lu Ifl it .
2. Check IUbe rmaalllta aauundm.m"n °q°.naumau"nnlladrawIllip
III ua rea loin mga alll e beyond We II mmlits allnecii'fled
on Me p:uuau°mnp"n IlWwe an uallnaandaunl check
the ucln h acmllrakmn II'liue WeIng the systann
aallr'n,L.u°"clI llnan'16ll.
CaIU':'U°'03 7'4770or l eztreat net
ll::lpush til Spiray Manifold
'
L At AiilLiialf syst, Ir°ra ta. ir' .."alla" T'lliell"Tovetl-m er,l
caps ful the lljpra rniarillfmadid. OpaeIrata L.Iham
rel dIrWiatilan p::auwnIll Ire to ri niilngld le Pu.uuMP
iaall !to the ""°I III II4II paaaauLliaaurn" Let
the llau,mlrmnlpa Ir°u.alrn Ilror oirte irniiinlute tII^mamlrm Luau°Iru the
faun 1pa control to the "QI:rFposition itionn II 1p;a art
this ji:arocedLllire°L,Illnu lee th nil to f uualN n alrn
coil is uum.�'i n gnu" pipe
I�un null„arn� � a�uall°m� i
the end c lllwuaNhaunm tighp..............doli°�aap'aM.Il�apalllam.;wa allna�nnum s inu n na ILI[°m mu`a„ rm°m u11
i man• a
u� II p. use
use�u n
....
Mee set. the uauruIa
M it eliect as switch to °idI e "m mlI ri " pin,
, UNIng the ball valve located In tIhe aranaunpfamllid
siql Illiill, a jluu,st ,t] we unnnalrnli-foldjj::xressuire t
20 to 25 P Ilh,
m Illaa u°ura:n thile system as it u.e... ihrauull tans.
' li lumallllly nau^rlify all INiiapa'pda -nows Vim. w
through he jysrk: rnn
Sutthig Alin IRe-diit-CUlab011 IPUMlll`,P u)II'litIl 111
1. Check tIha'-fualrnm.Llivauma of the Illy- „p...Ir at
Re,,,,nJilraluupaW.airn Irmtpa tiia If IiIlter aaruii.lraall paai nalll.
(::;ialrnlltirolII'r 14liimn CoiilnlLuwmall' "" INJ,/01l: F"" swift ll°m
l"uurmW! nn TO, nmsllau:nnaar ON or OFF
ur�"nna�Lulrnp '.'L�aLarnm �aU�nrn'�a"ua�'Mil�aUn
" illAtwUpmpl ull_. 0II M " alrnah "AIL)TO ON
m.uur"mrLliaul lu '""U "pu'LIIMU/1wp...W rn re rlide.n alili floal
Wdnaa ao° d q:iiimnn�a Wick rswitcpna�&"MU .'p.. II°"u!I""
aIIIIIlakvs (or urnrau urnn all aIl':maa atiliamn n r i ctati d II°a,py the
trmaa m,.dlraapr arlllni b Ilil. ritilitclh'raa
Crccr' I t Tha
w,
w,
I III NIL) S ON" alrna°M "MIINLJli ELa mllf:llli "
nuunctlon� n aurUurullSI,wa i till r a cafuc clurlmVa�kJomm
jump'Le. e. i re brcuulhatetlh'�p"mu�°'aa lln unuur�hli��a
annlLo�alll, III ll li,ill aind Ma'w`Podi a' am lar°�Irnm III A111I'h'II'41 III "„
+"nlli.,.AIIM A,UO " nnu'md I"nll .,FruJIIM, SILENCE
Function: "ALAMA ON" MH amnranuuaalllUy tun i one
q II Iliiar aladliiaa/va suallll alllau°ul ir. " Allh.,NIR AuJlT "" 'ila t1l"°Vr"
I maclu^"mnnlallI all;rau�aq uamnap slm: LU.p'n"iig and "All 401 aUll.lhilllal'�� II��:�
W°minS ON the Wam-ts.
2 W na°mu_Ila u,a-aiiim aalllatla m pun pPhice d IIIna apuami
pail gall°°ma un°uau°mu.unmll ll by tiurnniiu ilig I ul a ,dil c
Iatiio n IlNaumunnll'n ,ama'vn1itcllhn Lin "111 "14 1111'na II a u.lillmauclla
U10111l1 Mmunumnlh:ro nuMunauail6 illuegM it°°u Lin allumlll:ulN°wall u" aMllhuaau°n°p
M.nr the ally°nu.ay nolzAesl in, Uhna M rea°IIl;anlunurnit IIII.

Coint!"1101
L, Nacethe :system liin the iriormii;d operatiim,:)
rnode by turninr Jon plurnp
the re circukid
switch to "AU 0". Verify the itirnner
()NI/OFT set the match
TaWe 5 bebw,
�2 VeiriN V the aCCUracy of than s y stern ON/0'IFIF:
'rirner T�.:) accomplish'this use stop
watch andverify the Nength rrflArrwe the
rcirct.Aatk:)n purnp is OFT therrved�v the
Urine the re crculaUon piurnp is ONL 'T hose
tirn,esshmAd rnatch the ('.)N/,IDFF rimer
settings in the coritrolpanel.
3. ConfiV'Mthe s::opeiration of the visuM and
an,jdible "HIC.3H" and "I OVT' water aJarrns.
The contv-61l has an alarm !switch r,,Aearly
marked Mar m "ONI",,, Atarrn-j..,,u ro- and
Marm "S11 .NICE". Mace the Atarm Switch
in the "GrJ" piositioin,, 'Y onMil hear a IC)L[d
Nizzer ar)dsee a red flashing light Move
the swi-U.:-.,h to th, e Alarry-i" S II ENCE"
position the re.J Illigl--It and bUzzer-Mli �w;P
dorrnant. C)nce the Marrna,; have been
triggeired retUrn alsettingsto their
ork, Mal position of Marmi "AL)TO"
9
Neal IIIIWS
4,.,'Verif.Y the floats are operatk:)nal Ili y wrrraarnraaaUy
ra[!,Mnq arid' ioweringthe' floatsto s�rr'Wlate
the systems normal operat ' I ion Verify prf,:)per
operafion oaf 'High Level F]oat" try lifting
the,ffi:mUAiWI1iathe systeirn timer is in thie
"(.): FF"Urne rnocie, the purnp
should Wirri on over ridingthe "OFF:" timiar,
the'Vist.,u.M and ALWR)�e Marms sN:x.j1d
w.::Uvate. Rettirn'the float to its norrru.d
position'the re •cirrfulaticin p ir-r-pWU turn
f,:)ff, Reset the alairms and marivafly lower
the I �,:)WWater F`loat" wK.J,vtliirnr..nr in'the
"ONI" rm.:>de, the riii:..' CfV'CU:�aIII:R.:)n ptjrnp,wdl�
U.,irn �.::rff and the visi,.W/at.,A, Me Marrnswiil
w.:ftheate. RetUrn the'flir.:Pal. to the norrnal
positJ11on and the� re circufation purq:.) wifi
run, Reset the M.-irms
5.,'Verlf`! 611 cf,::.mtro� breakiers are in the "(°, 1'J"
po!sitk.:)n and all contra::PlIl switches are in
the "AU FC) Position it)efore ciosing and
securing the systerm,
3100
750
300
2,5
24
2 5
'119
4100
750
40101
2,!�:5
20
2,5
28
51010
9000
50101
Z15
16
2 5
22
111010
9100
160101
5
14
2,5
113,
71010
10010
700
11, 15
21
2,5
15
80101
W0101
BOO
2 5
'118
5
1 l'3
90101
1 MIC,
900
��2, 5
15
S
L:,:
11
10100
1500,
1 ON
25
1 '3
23
19
I 100
1500
1101D
2,5
12
2,5
10,
12001
210100
1200
25
10
2 S
ir 15
Caflk! 7103,353 4770 or v1sitwilftineat un e! L

11 Elligii SIM i Wastle Case Study
Bidow I the tiest reslullts I E�'I,,,,' IL..realt IRie 0ii l:::]Hlter, syf.;"teirr in a High streurn git'lh
wastle applicatiom, Thp is was a repaliir I a,ft!Hleid I ligh Strengflh AerolLAcl reiatvirient lUii ift at a
restatiraint, ..Phie A n.; j!:Augged U-iie (J:Hpfield a iradl:Jheltubirwg III to be rqj:A,alced,
FlIve 11,�e611l-1h dqi�::mrtii ne!ii ft requNred the leffluer-A to achievie o-es�ideiu-itia� l!stii,�eii,i,giV:,�I qiwflity III)e1rull.-le
duslp,eii,-!saIII ,-tir.a,tll,iie sub,skv,,lralcle dirip tu6ling. 1 hie SoWfloll was t llinstaNIl two Mic.A161I 12,00 pod.....Ph e
state reqUired irnloirithl tt[r),g flie flii,-st six rnont'hs airn(J airu A6i tesu, nq t�hieirewrter rhie average
yes
da I llIy -n ow Is 1., 5 iDO G IP ID TI ue Systemw Ihas 1,>eeiri opieiraticii sir-tcle,2009 �ainid thie u"ned, Ihas uot
1:uleera rlq::Aacell I cleaned.
III able IOI I cadking
1v
1900 Mg/I
linfluent IBOID mass Iload 24 lbsiday
1901D mass Iload 1peir 1pod 12 lbs/day
II
-rab1,P7 Ciorirvrrieird4i re!st Results tlsamjjplle restaui,al"'10
742.009 21010, 25 28 8 267(l 313 910,181
71161M 2050, 15,0 97.6 3640 32 99.1
8111320109 2108111, 27 98 7 2550 9 M5
91,17120,09 91031D 21 919 Q 167101 32 98.1
P01,127/20019 2101501 5�15 97 2 IM)o 75 p?3 2
1111W210109 210501 32 98.4 4080 58 Mik
ID17,12009 110,54) 14 17 385 58 64 9
ANIG T1,31116 32 98% 22947 IN%
Cdlfll: 703,753.4770 or vs,lit�zU,,eat.iii,et @2I,"J'17

lReclirculation iPuiIirnp
fiiiiii 1111111111 11 0 11111 11 ��111 Sli Tii�i P 1,
zi A1111111111111111�1�1 111111111�1111ft 1 1111111 0 Sel,iiies
4" high -head muLti-stage submel effluent pumps
The STEIR ll AV' sulbinneil filtered
effluent ll In 10, 20, 30 wind 50 OPM
models offer delle Ilanece
and value for Ihil pressure filtered
effluent allins..
'These STEP Plus ll wiRk ll
"dirt' ruin"' coindil
The 10, 20,30 and 50 GPM are industry
standard 3-3/4" in diameter.
Fittered Effluent...
commercial, and a9r.,
51W Stainle�ss stet(
DiscW in .11 qe
'10, 21) and 30 GFall rnodel.s:
theirirnopu.istic;
50 GFW rnodcls:: staiinless: st,eel
Discharge ll ll
limpetters ::.::irigineeired :.-.ornposill
Dill l::.::nqineered composite
Suction Call Engfineeir ed canill with
stain[ess ste Pl.
weair ing
Thrust IPads Proprietary spec
Shaft and coupling Stainless steel[ 300
gurad rug
Intake - Engineered composite
Intake Screen - Polypropylene
Jacketed Cord — 600 Volt "SIDOW"
as us
air 3010''Vollt SJUA(' p�-adlwtiedl 1101" Leads
2 wire %viith rjiiroiml:;, opt,orai 2101", TY, 50'
z� in d i a 0 " e ing i irs a v a i ll.a [w i e
Proven "ll lllirnllpe.ter"!!Sltn:iigiing
ll Incor1l, Ist in -class
peirfi:,irrnanR,e,sai-W handUriq and thrust
inanagerm:!int starling system with the
industry exclusive 'dry Rill" dPSigll
c4ernent. Feinforred engineered cornpasites
and stailnl.ess steel., offt.^ir ing higl­i resistaini:e
to cor rosion and abirasfoiri.
Disclinarqe .- Tested-tougl-i. fil::rerglass
reinfnrce d their i-roplastic., with ll
inter nal!. c1l, valve. I arge wreincl'i flats and
rol::w
iillhett Stainless steel. Durrip shell, offer.L.-,
high corn:a!::iioin resistance.
15.1inaft Hexagonal. 3/8". 300--grade stainll
steel pixip shaft; offeirs generous in,rll
drive ::m faces,
Shaft Beall I I- xcl,usive !:..,elf
[ulbricat ing Nylati o-n ll i ng resists wear
si.ir face frorn sand.
Polloll ll [ested Lougl"i, fibeirgll
reiinfiai ced thei rnol:Aa!:5tic
arc
tly°,qii all micfiwn s; rr.
0
S1 , 4 1 1idVs

114echroulaflon Purqp
Siei�I 0.4,
4" high -head multi -stage submersible effluent pumps
M
1'AIIndLOG
111, OAD
PIHASE/
COIR113
1011141111EIR
1`1111:9
5,
STAGE!
33114111S
VOLTS
CYCILIES
ii ;iiiic,rrii°°I
S I I 1) 7 D
12
I'll,'ll""I'll""I'll",'ll""I'll""'ll""I'll""I'll",'ll""II
'7
I I I �
115
1/60
................
11:� I �� X 10 D 1::::: 1 05M
112
'7
1160
10 0,
S II 113 1 FIX 30 ll::::: 1
1/2
'7
12.0
1/60
3 n
1 11'2
'7
12.0
50,
1 El:)20
1/2
5
12 D
10'
s I 13, 2 0 X I 1 1:: 1 D: T1 2 1
1 1 2
5
12.10
III' )!21))C3D1::: 1
1/2
5
12 ID
1115
1/60
1,III 1:121:1111111:: 1
111
5
12,11
11617
510'
5 1 11�� �)R D 5121
1/2
3
9 .5
1 F 15
1/61'
0512' 5 ............................. ........... ................................................
3
12. 0
S113=30110512'f
......................................................................................
11 EIII)3OK:�0F:: 1 05121
3
1 �2, D
30,
I IIIIIIIIIIIIIII010uInIIIYIIIDIoIIIIIIIIIIII22
V2
43
23n
1 /6 0
100,
�3,10X:31) 1 0:5221
1,,,'2
3
4,7
230
D
30,
Sq1::J:131)X51)1I 05221
1 / 2
5
4.7
230
1 /60
5101"
s 111:: F:13(1 10221
F
5
P 1
230
1/60 1
..............
pp
1.1
. .............................
5'T1::IP3C1X301::1 10221
5
. ....... . ..... . .......
9.
2 3 1
1/610
...... .........
9.1
231")
1)
50,
S 111 P 3 F 2 �2 1
0
3 1
1116011
p
.............. ............................................. .. . .
5 11'1:::::, P3 t IX 10 D 1:::: 1 15 2 21
. . ....... .... ......... ...........
1 1 /2
6
1 I'n
Z�d�
1/6 n
110 0,
!S EFIKX30­1!�� F 1 5 2 2 1
1 2
6
11-0
230
F /60
3n'
51 f ��:11;X51111� ­ 1522f
1 V2
6
11.0
230
............
'1 /16n
50,
S1 ::PI50, 10221
1
3
91
230
1 1�6 0
. . ..............................................
10,
I 1 ,111311I :: r 102 21
3
9.1
23 0
1/6 1)
100,
11 MZ21
3
9 1
230
V60
30"
1:15 0 X :5 0 1 1022
1
9"1
2301
STI:��I�)�:�0 �5221
]112
4
11 1
231]
1 1!1
0,
1�1I5 0X 1 DID 1::::: 1 1 13 2 2
1 1/2
4
11.0
230
1/60
100,
S 111:::: 11:5 3 () 1::::: -1 15221
1/2
4
11.D
23 1)
1/60
30'
11-11 S Ill T "I'll E_5 5-X 5'il) 1::::: F,, 1 o2 2
1/2
4rCI.
. ................................ . 230
1/60
50,
MMMEEM.�
S 1 F /I I I IAis

Piwirnjp
uuuuuuuuuuuuummuuuuuuuuuuwuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuouuuuuuuuuuuuw
MIN 8
IIIIIIIIIIIIIII
4" high-uLti-stage submersible effluent pumps
1
11111,9111 I�Mriu 7"EMM'.11.1,1110 M�; 310=001121M 1111=1 Ii I. h Ill. III Is
C A11I 111. ITEIRS IDIER MIN1111 IUT1112.�' CAPADiry, iTEiRS Pill wollimuTI2
5111 7151 2!5 50 71
........... A . .................. .... ................ . ............ ..................... .......... I
........... .... . . .... .. .. .. .. .. .. .. . . . . ................ 3
301) .. .. .. .. .. .. .. .. .. .. .. .. .. ............................... ................................. .............
q "per
HID
....................
2fio ............................ . ................... ......................... ............ 250 . ........... ........... . .. . . .. . .. . . .. .. . .. ............
...... ..... .............
0000
001, 1
Ih
. ................ .. .. .. .. .. .. .. .. .. .. .. . . . .......... ............... ................ ................ . ......................... . . . . . . . . . . . . . . . . 19,
200 . .... 610
o
.... . ............ . ............ ............... . . .. .. .. .. ... 0010 0 ............. ................
W.Ir 0
K 0 410
40
......... . . . . ................ 1111100 . ...... . .... .. 6.. . . . .. .. .. .. .. .. .. .. .. .. . . .... ...................... ..........
20
'o INN
....... .... .................................. .......
50 1-1 ............ ............................................... Sal ........... I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.1'..'I . . ..................
;W1 ......... .............
we- ............. . .... ..... .....
.. .. .. .. .. .. .. .. . . . ....... ...... ........................ . . . . . . ............... .............. .... ............
10' 2 0 !30 0 lo 01
CAPACITY GALLONS PER MINU IF.: CAPACITY GALLONS PER MINUTE
CAPACITY LITIERS PER MIINIUTE CAPAC11TY LITERS IPIl;,.IR M11111I
0 26 5110 75 11011101 111251 11:50 US 1 510 11100 111 Hll.) 251) ?0,
.......... 4 --------------------- 4 . ........... 1 ........................
........... 11� .................. 11,�[ .............. . 4 ............. ................. ................. ... .................
226 ................................ ............................. ........... . . . . . . . . . . . . .. . . .................................. . ............
2100 ............................. .. .. .. .. .. .. . 1111001
.................. . .......
"I" ......... . ................
,
1175
y.
................. ..... ................. .................
111150, ................. . .......... .............................. ........... ... .............. ......... ...................
;7",
...a""""".."
40
11125 . . ................... . . . . . . . . . ................. . . . . . . . . Z -20,
IIIISO.................
NY
X. 11 OUII ... ........... . ..... ............. n115
J.: U . . . .. . .. .. .. .. .. .. .. .. .. .. .. ... .. .. . ................. ............
75 ............ . . . . . . ................ .................... Ada..
III
51 .......................... ........................ ...... ........ ....... ..................
2D. .. .. .. .. . ............... . . ......... . ..... ................. .............. . ... ..
II a,
2,5 ............................ ............. . . ............................ ............................
........ .......................................................................
............................ .... . ........... I..-.1.1.1.1.1.1.1.1.1.1.I.I.I.I.I.I.I.I.I.I.I.I.I.......................................... ....... . .. .. .. .. .. . 1 1)
0 1110 210 ".x), 411) 1 20 '3ul 410 50 fiir'tl 70 013
CAPACITY GAII 1_0114S PIER miiiIiii.j"m rA11"AC16'"'GA,11.1L0NI5 IPIEIR ildilll
3 11 m 4 1 VIA's

IIPUII�)
IIII (III �IIImisSTAm
1 UPlbus
Slier
high-head ,ram submersible effluentpumps
1 ­10N" NaNII1n,
(,AD f,!.,. M U NIILY)
I
10 GPM, I11.• U�NIII1 �:::: 13
NyND GPM, NM..IIINN� ,:::: "12kl �N
N".NIPN':NI' "NQ..III•NIP
o N IPM, "N H�P no 13,,,r1Rk"
50 nam, t II'l, I P II$4 41111
30 GIIIINM , "Id' HP:;;;; P.A
"CNN r.IIPNI:mu N HP::::: 27 1AV
30 N';'alPM, IV2 II.Ip z::: 3Nd1/4"
10
Mn
Dlr ii:!In!5Non1s (n druches) gave for ir:^sdrnathng pulrposes orNIy.
ilulVl' IRENTAIR
n 4 n FAIS 'I IIog/1011 ad I

E-Z Treat
Mod.#600
20PS1 @ Spray Manifold or 46 Ft Head
CkI�*D-rt
�I'E F`115 11,11,1
�11!�
1
23
54"t
75 1 100 1125
115("1 '117 Ell�
226 1 . ............................................
- I -
. . ............... 11,111,111,111,111,11'll""I'll""I'll",'ll""I'll""I'll,"Il""""",'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'll""I'llI'lI
................................................................ r ................................................. 11 ....................................................
11 ................
m
m
m
C',"AFsole, CITY Ul,,Is IT

1
it11' IU �Slmuw
I mVIII�ti�N4
umo� umujyr,��4m
�IIIOIIVi"Ir
uo................' IIIIIIIIIIIIIIIII�'.
^�110' re
�IP11111M119�",IIIIIIIIIIIIIIIII
0 �Ilul °,^;;UI
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ilpllllll li�m'�I�I�In4
Iw
wum
pllmilmioVm IIIII uou
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n Sg S It rrt h ci t k: F" Elt e ir
m
and
GU�de
.................................................. I ..........
lq;Aes InslaBalkan OnQ
11"s
..................... ................... ................ - ..... ......
NSF
1,11 odalk, beal, 111 ig t! le N 5 1::: mw k alre Cr'lrl 1 h I
I'Dajjl:^Oj
NSHANI 4 0
WHANI 20:�
NIHANNAND
4_ 2 0 "17 I Z T I o ��l � 2, , 2 �3 17

A 1I III OF:;;, C",GN S
1.0 I.JV 1light System Installation
pia D 2A.) UV I ight. �Sy, steinii IM6iinteinainc:v
AlI::)lIpeinldix 1: E:ir,eat IUV Systeirn Configurations
Apperidix,2. NSF:� rc�,sit i:)ata
m
El

be E Z Set StINT'lls stdpped as thrice corriponents, the, UN/ housing, the U.Jln( Illamr .:)s.- arild the
Ul�f IlIamp icontro, panelI
L. 1 hie ITV C IiMet anid rwtk:.,ft loin tfm dit.,tM l::)illIb
I N.:xusiing, airc:., irleveirs�IHII M[ovvirq flow Ilin
e'lItt,mr lfflirection. TIhe IirnUiet of "the singlie IbUlhun
u.:)infigiuration is the 4" I11 and the outlet lis
the 21" 111 1 hie iNetairul cm.Pblet MCI acf,:ept
any Sc 1edWe 40 cor Sched,We 80 FWC pilpe
or locallly approved wateir tight pilPie con
inectiloin p"'pniIhrccunusliinlq must Ibie IiurutrnlVUe,era
the Ip,U' Ilaimps air Ilin bl--ie veirticM po§Itk.:xn
I larq,.),cointir,61 1::)aniel cain he irtsta[lied
Indoors or �,::njtdoors.11-,ne pain6l irnsut L)e
�selcuried liin a irnaininlu;:I.lr that Js u:xnMsteint with
k:x:aIl irlegulations rnip, UV lamp contrr.A
requires a dedlicateid :l.20v(.)ft plower solurce
'that icioirrqI with lo caIl 6lectirk.::M clodies.
Z I reat UV Systeirlin
Ca'III !!7103 74 770 or villsit, eztre�illt.niet
3 1 he ILL V,Nair nps shotilid Ibe WlIped dIlear Iirn
61ea6iingiinstiriuc-Uons
�aind iinspected for ciracks or 6hl[lpvs 1:xriorto
instAlingthe Ilaimpns iintlot]hie IU„U'' Ihrnuusurng
4. Onc e thle lHet aind olutfiet ici."..)ir)ii,,iecit�ll�a,n�s,tio
fl,-ie UV housing Fure linseirt the.,
I lamp asseivni)Ilies ulinto Itlhe LN [,*uslling.
Caution: UV lairrqp hiolusirig conrIectlions
SI111C)Uld II Ill aiirsill:JIlghteiinhied DO III Y T nun le
"freinicthe s, PlIlilers, or othier took to tllgl-fteiri
5 FiEl UV lhirjus�ing wilthwatierlefinueint beforle
Ipowleir t:o the I liarnips.
6 T lurin poweir '11CM" to thie UV Systeim
I Mbile I
P,JSR 5�sdiir�g Perforrnarn�,:e Sw ririlar'!y
D10
'3 '�3 ingl
lbirbidfty
2 INV
Ill:.:'', C10111
2 Mill'14111001inIll
pH
6,8 7 �5
ToW N111hrown IlRedivillImi
64 %

I E-Z Treat U'V System Configurations
41114111,111uarq�
4VIR 2
4"THH"ll CAF,
MiDded 1101
Siingle I a rin Ip
AV LAMP
l�, ...... ............ "I ...... ............ - o,"IsIvIlt P1111",
............. i D Ell,
..........
41, 0113TILM 4' VALET
NI�O�N ClENWROSIME 4 W10.11. CAll"
REFLECTINT& IFIRIOTEC"TIVE
SUFFYIE,
i II
UV LAMP UY UMP
47ZISER P"IPE
�I10 GIRNNIl!"
4"WIELL CAP
LJV LAA&P
Calfllk 703.753 4770 oii Y,�slt, eztii°° eat ii^°iiet
MoidW 1.02
DuM III awrip
NldI �404
E)iazd I airq!:ns II tikRY,.Ies

4f1pomr�iid'x,2
rable,2 13
NSF Tesbinig Pathogen Reirforinranice Testing ITV SF-Tes'ding Pathogen Siuiniiin-iiiairy
'sif ii
Mc lm ?
Mh o
10/23113 5871000 M 4.1
10/25113 1 jl�illo,00a I Awq 1.0
10/28113 5,!�IMO,1000 W obi' "El h
10130/13 11,720,000
11/1/13 816,000
11/4/13 435,101D0
1116/13 816,0100 )D
11/8113 921,0N)
11111113 8116,000
11/13113 '770,,000
11/15/13 5719,10CM
11/18/13 1,990,00C)
11/20113 %050'00lb
11/22113 1,1550,000 1.0
11/25113 770,000
11/26113 411,000
11/27113 6,13,001C.)
1212113 4 6 1,000
12/4113
12111113 4111,000
12/13/13 51 7,IDOO:
12/16/13 687,000
12/18/13 387,000
121201,113 548,000
12123113 579,15,00
1212711'31
12130)13 387,0100
'I 1 1/14 260,,1500
I l3hi 4 1,20131,0100
116/114 127,15,00
1 M,114 387,000 j
1 Q'i 4 156,000
1210114 045,000,
1 I'll 5114 2'Rolllal
1 I'l 7114 102JM121
1V2,0114 62,71010
1/22114 158 0(),01
1/2CI14 81,140,01
111271114 11161 ON)
111/2,91"A 3,26,0010
I hl I I'll 4 066,0010
213,1 1 1 4,1380,0010
00!1,14 4161 LCHYD
2M,011114 3197,00101 f
2,I1 VIA 4161 L0010,
21N 41111 4 411 10,00
Ca k 7 0 3.7 5 �3 4717110 orvWt: extreat.net 2 (,Y! 7 IE Z

ooio� �m000ipp � o000000000 00000ppl oiuu �000000000io '�AI�
iiiiiiiiiiil 00000piiiim iouppppuoiu IW
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'Product specifications and other technical information throughout provided by Geoflow, Inc. (except
for controllers).

SliIiirI clean Il::::lulllteiii°
housingDescription
The filters are placed between the pump and dripfield to screen out any debris. The
Spin -Clean type filter is most commonly used with E-Z Set Drip systems. (Other filters
are available).
Body — Two-piece threaded n seal. Molded from high
collarsand chemical resistant glass reinforced plastic.
Screen - Sintered stainless steel. Sintering is a process in which three pieces of
stainless steel mesh are transformed into one; a perforated plate, 30m then 150
mesh. Screen e g life and durability.
debrisSpin Plate - Directional spin plate is molded of PVC or fiberglass.
Vortex Spin Action - Incoming water is forced through a directional nozzle plate onto
the inside of the stainless steel screen. A centrifugal motion starts inside the screen
chamber, throwing particles outward against the screen. Gravity, moves the
down the screen wall to the %" flush outlet at the base of the filter.
To stay clean, the filter flush valve must be partially to fully open allowing debris to flush,
away. This can be done with continuous or automatic flushing.
Illtrm.m �u Illi��i II bu w�m
".
���m .....
�lil dtlll
i..4� g lh m is
& li f
...
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arlsui°IIIIIC: IliIICIIIii.ssu,.r
iusll.m
ticourt
ui tur.;al
uru,.m
i
... Itmgl ���.�m�."I:uk
1ir
23
mums
t II°)mSlI
t :1
W,
°t5.d'
n III �
awl .�......
two d
IIImII':I �.d'""il4.mumm ........
dF Il.m�a
t
t,dnn
p IIIIII
Note: Filters can be used in parallel
to deliver higher flaw rates andl
or decrease
pressure loss through the filters°
Specifications:
engineeringV Filter:
The Y filter body shall be molded from glass reinforced plastic
capablewith a 1 inch male pipe thread (MIPT) inlet and outlet. The two piece body shall be
additional
periodic3/4 inch MIPT outlet shall be capable of
all stainless steel, providing ,, 28.4 square inch filtration area. The screen collar
December 2009

The v filter»«yshall »< molded m„»w222:reinforced enginev�«wk©d»t©©
plastic
with » 1.5 ©©< male pipe thread:d°�>22:»m outlet. The ?es,<»»:shall be
:eo being.2.<.<al«w.« ..s a««»« " ««< :aserviced S:e�>mxa and shall vaww a� »: ; «r additional
3/4" MIPT outlet shall be capable of periodic flushing. The 150 mesh filter screen is all
§<«22 »xzw,
©:stainless, w»«?e*»2;?square inch »:»§t�w©» , «»2»: shall,:
steelwoven stainless < wire,and the inn screen shall be made of stainless steel cloth.
The inner and outer screeshall be soldered together. The een collar shall be
molded from vinyl. The 1 : filter shall *?§d Set DripSpin-Clean filter model number
2" Filter:
The » filter body 24§»moldedromgla»mm<w»«?*»ma::wade?«?play°
with a2inch malepipe thread (MIP) inlet and outlet. « «© vtwo piece body shall b<
capable of being serviced by unscrewing and shall include an O-ring seal. An additional
3/4" MIPT outlet shall be capable of periodic flushing. The 150 mesh filter screen is all
stainless,providing ©2,2square inch filtration area. The outer a support »shell shall 2?
woven stainless steel wire, and the inner screen shall be made of stainless steel cloth.
The inner and outer screens shall :soldered together.The screen collard ©: be
\molded from vinyl. The \\dfilter shall be Z 2» Drip Spin-CleanSpin-Clean filter model number
December 2008

5 N 7 9
Fwo, 611"M I WQrtex 1111111W�
Pressure loss charts fors pin -Clean fifters

1/2, Galloin II ire Illnpleirisatliin Diriplihirie
Standard
*t Drip PC .
WFPC1 6-2-6 Z Set DripPC 6'7.53gph
(Alternativepa� and diameters available upon request)
regularlyA. Dripline shall be nominal sized one-half inch linear low density polyethylene Set Drip
model WFPC16-2-24 (or-18;-12; -6) byE-ZSetDip. Dripline shall have turbulent flow drip
emitters rr to the ; w
shallof a nominal discharge rate of.53gph under pressure conditions of 7-60psi. Allemitterssh,,
be molded from virgin polyethylene resin. The pressure compensating emitters shall
incorporate a silicone rubber diaphragm. The dripline shall have and outside diameter (O.D.,
of approximately Q.64 inches and an inside diameter (I.D.) of approximately 0.55 inches.
E.5,. The dripline shall be equipped with an anti -bacterial inside lining to prevent bacteria from
growing within the dripline. The anti -bacterial shall be Ultra -Fresh"', DM-50. The dripline
consist of a ,. protection, d
layer shall be black and the outside layer shall be purple striped for easy identification.
C. The dripline shall be protected from root intrusion through the use+n.D.
periodThe drip emitters shall be impregnated with TreflanOto inhibit root intrusion foraminimum
ea. and sh be guaranteed by the manufacturer to inhibit root
this period.
------------
'.,
lWaximum I,,,,ersigth of Illlt,,Nm°ni vs Pii�vlssurpl
IIII a a n'-Onmo°uum cif 10 �::;o ku in a:I ie Hne.
d = M70

LeVh (A)
1 GaHoln Fliressuilre, CoinnillpensathrigIll ilr llpli
Standard products:
WFPC16-4-24 Set Drip PC 24"/1.02gph
WFPC1 6-4-6 E-Z Set Drip PC 6"/1.02gph
(Alternative spacing, flow rates and diameters available upon request)
A. DripDripline shall be nominal sized one-half inch linear low density polyethylene �E' Z Set rip
model t 4,4 .t, w byE-ZSetDip. Dripline shall have turbulent flow •:
bondedemitters regularly spaced on 24" (or 18"; 12"; 6") centers, .:
of a nominal discharge rate of 1.02gphd7-60psi. All emitters
shall be molded from virginpressure
incorporaters have d outside D..
of approximately 0.64 inches and an inside diameter (I.D.) of approximately 0.55 inches.
R, The e ha, be equipped an C prevent.o;,
growing within the dripline. The anti -bacterial shall be " D
layers;shall consist of three e layer shallcontainbactericide protection,middle
layer shall be black w +s: easy identification.
C. The dripline shall be protected from root intrusion through the use of nano- ROOTG UARDO.
The drip emitters shall be impregnated with Treflan@ to inhibit root intrusion for a minimum
period of fifteen years and shall be inhibit root intrusion
guaranteed by the manufacturer to
this period.
200

Flow:Ill tatic, vs—:Irussure,
Maximum Length of Run vs. Pressure
Allows a minimum of 10 psi in the line.
"Washtflow PC� L02 Uy,!Ai,
Fressum Loss v& Leneth of'Run
Deccadber 2010,8)

dard products,
ti,
WF16-4-24
F ri
.,
ip 12"
1,' E-Z Set Drip 9"
A. Dripline shall be nominal sized one-half inch linear low polyethylene Drip
turbulent flow emitters. E-Z Set Drip model 2,.
regularlyDripline shall have turbulent flow drip emitters
insidecenters, bonded to the
All emitters shallmolded i dripline shall have and
shalloutside diameter (O.D.) of approximately Q&I inches and an inside diameter (I.D.) of
approximately %55 inches. The drip emitter flow passage shall be 0.053" x 0.053" square.
B. The dripline shall be equipped with an anti -bacterial inside lining to prevent bacteria from
growing within the dripline. The anti -bacterial shall be Ultra -Fresh T" DIVI-50. The dripline
consist ,:r, .;..,,, shall contain bactericide protection, d
le
layer shall be black and the outside layer shall be purple striped for easy identification.
C. The "A,,, ' shall be protected art' intrusion through the use o,
period. nano- ROOTGUARDO.
The drip emitters shall be impregnated with TreflanO to inhibit root intrusion for a minimum
period of fifteen years and shall be guaranteed by the manufacturer to inhibit root intrusion for
this
1. PSI
34� 5 &
�..001.
TtA i _
-1 1 0__-3- _! �-
---.-.m.------- T. O
Maximum Length th of Run vs,. Pressure
Flow 'variation ..¢..f...5%.
December 2008

!05!
Decernber 2008

Solen6[dValves
Standard products:
Normally
O
1" Normally Open Valve
SLV-150-NO
1.5" Normally Open Valve
SLV-200-NO
2" Normally Open Valve
'Other valves
are also available).
A, The Solenoid t d and use, ; zone valves, to flush
dripfield and Vortex filter and drip for zones
flushingand it is normally closed and when usednormally
open.
B. The valve shall have a dual ported diaphragm. In operation, the diaphragm ports
constantly flex, inhibiting sand, silt and debris from blocking the valve action.
C. The porting design permits equal pressure on both sides of the diaphragm wall,
regardless of line pressure when valve is not operating, and nearly equal
pressure across the wall when operating. This feature prevents diaphragm
"stretching", F, common causeo; valve valvesthat rported
through
the seat.
rubber;D. The DW Valve diaphragm shall be made of nylon fabric reinforced Buna-N
grooved with cover and body to prevent leakage.
Nylon exhaust orifice shall be non -corrosive and have an opening sized larger
than the diaphragm ports so that any pieces of sand or silt passing through the
diaphragm ^ trapped beneath the solenoid actuator.
componentsF. The solenoid shall be constructed of molded epoxy resin having no carbon steel
eliminatingion ,d
deterioration. The solenoid shall be completely waterproof, with an 0-ring seal,
and comply with NEC Class 11 circuit requirements for 24VAC operation.
actuator
G. The h
place rubber exhaust port seal; a stainless steel spring assures positive seating.
H. The valve shall have a high strength plastic glass -filled body and cover
shalldesigned to operate in heavy duty commercial applications. The valve
1. There shall be a shock cone on diaphragm seat to eliminate water hammer in al'
except extreme cases.
J. The valve shall have a flow control stem
close throttling the valve from full open to
K. The vMve shaill have an easy -to use, hand operated manual Ueed Ilever contr6
that bieeds vaive to downstream; has s�ojps -for open and c�osed posftions..
�...... Thie,:Y::mienoid w.:, fes shall be moided raunnbe L.'V... ................. � � by N;;;;;,,,Z Set Drip.
Diecen bier 2008

I W MIA I ittl 14 11K. I I Lo",
VY11RE
�RESISTARFI—
MAXIMUll
18
639
800,
1 6
d 02
1 2 Is 5�'
'14
2,58
2,000"
... .... ...... ... ................................................. -
'12
162
10
1 02
5, 100'
8
0 64 1
8,000,
6
04(2
1 2 7 5 0'
4
5 �2!:53
20,500'
2
5 �58
32,500'
m
m
u
N
ILLY
25
M
16
Solei ndd Va lVe. F�Ibwvs �pi, ire..sslur(---,-,-,-.% 0,ilairt
20 40 16n 80 '100 lnl(x) 400 600 'Bon
NOW RATE - ('7FINI

MW6� �No.
--'§�e
�I, engthi
1Ieig�Ilt
Wdth
Wdght
!Rm iige
—E..
1H
3 10'
12,,5 oz
"10-1510
§E/ -150
5"
16.3"
2"
5 0'
2,2 1!!m
10-1510
�ill2,97'
bs
T,,140
FPT
lPiressuire rafing ANSII:: Glass 125
IISO:: IP14 10
I Temperature 180 degireas IF:
December 20101�18

MIIIIIR VENTS
Both t body and the removable dirt cover shall be constructed of molded
internalbody and the dirt cover shall be connected with a 314 inch hose thread. The ball shall be
constructed of low density plastic and the shall be E-Z Set item number „
vacuum relief valve shall seal at 5 psi. Inlet size shall be a 1 inch male pipe thread. The air vent
",
Note: Maximum flow of 50 gpm per Vair vacuum relief.
IF)FRE S1 ME III" Il1::::::101 II ,ATOIRS
llf°
Od I LE I
'III 1RANGll''IIIIIII
MAX. IIIUIII P 1'
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..............................................................
I °°IIIC°'IIII 'IIIIII°"III°°' SIZE
I KIIIIIt11111wllllR
wlll'' PIP IIIIRE
ImRll9llllll'dSUVUF" ES
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2I;su
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wll.°°:r...'µ 0X" l':l
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20-90Irk•u"ru
'
torn m ii
III"
3" III.II'„�., Igoicket
�'t i"" IIIl IIl°�. socket
....
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150 Il:msw
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"�, -� �.""III
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wll �" I� I I'w
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40 Ipsi
��t� 90 I II';MY1111
1 5 psr
..11oSm
"' III.IIl" s kg�t
3II„ II I ) socket
u III_
50 lemu
2 20 gl)rni
150
III° III m �
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l:l�mlrR... '1gh...f ill,,,,,:'
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3" III if) socket.
IPressuire Regulator Sped-fication
Pressure regulator shall The designed to handle steady limi t pressures of _ psi and withstand
severe water r h rnm r e tr irnes. It shall handle now rates between .................. and ................. gPii IFlow
restriction slhauu The nogligibie uintiill the factory preset operating pressure of .................psi is reached,,
Regulating accuracy shall be within +1 6%, Inlet size shall be Outlet size shall be
........ ................................................... —.. Pressure regulator shaill be constructed of high impact engineering grade
theriitiics ffor strength and duui Regulation shall the accomplished by s fixed stainless
steel compression sprung which shall the enclosed in a chamber s 1p it t from Vie normal meter
(passage, Each regulator shall be water tested for accuracy.. IPr set pressure regulators shall be
••'Z Set model rnuuirnlber PIP.

IlU3!1Ilu°1'I III "III""IIIIIIII�'
Lockslip Adapters. The Lockslip adapter is used to conneict the dripline to a ",C fitting. Th
adapter p fitting. The lockslip adapter shallb. t Drip part numb
LSLIP-600-
b.
Lockslip Couplings.coupling .s used to connect two pieces o
dripline together. The lockslip coupling shall be E-Z Set Drip par
number 11;
c. Lockslip Elbows: The elbow dripline to dripline
degree
numberpart L

IE Z Set Drop Guidelliries
I0filphirie for Wastewater
December 200
1D1A1%,%II:ItuI%,IW "I - "III°mt"MICIII„ III II IIIIU°IIP IIIIII!!!!!II,,,D III,,,,III0I(101.1 .„,.. w....,,w...m........... ,.fl..,
SYSTEMCOMPONENTS: ........................................................................................................................................4
1. E-Z SET RIPLINE.......................................................a,..,.,,.,,.,,m,...,,..,,...................,.,,.,,..,,,.,,,,,.,.,.....,.................4
2,a CONTROLLERS .............................. ....... ................ ..................... ................ a,.... .......................................... ...........
,5
3. Pumps ,,,,,,,,,,,,,,a,..,.,.,,,...,,.,,. ............. ,............ ,.,,................................. ---- ........ ,.,..,,a,, ............ ......... --- ........
,5
4, FILTERS.........o,.,.„..o............................................. ..... --... ---- ,,,,.,.............. --....... ,.,.......... ,.,,,,,,.......... ....... -5
5, SUPPLY MANIFOLD....................................................................................a,.,,.,,..,...,,,.,.,..,.,,,,..,,.,,,.,....................5
5, RETURN MANIFOLD ................ ......................... ............................... ................ .............o,.,,.,,,.a,............................. 5
7. PRESSURE REGULATOR........................ ... — ... ---- ............................. .... -- ........................................ --- ..... —5
. AIR VACUUM 13R KER..............................................................<„<,,.,,.,,,,..,,,,..,,,,..,.,..a,.,,,,.,,.,,,,..........................6
9. FILTER FLUSH VALVES ......... ....... .......... ---- ..... ,... ..,.................................. .,,..,,,.,.,,,...................................... --6
10, FIELD FLUSH VALVES ........... .... .......... .............. ......o,.o,.,,,,,,,,,,................. ,,,.,,,....................................... ...,...a,...,6
11. ZONEVALVES ................... ............... ..........a..,,.,..,........................................ ,...................................... ---- ....
6
12. QUICK FILL VALVES......... .................. ...... — ........................... __ ..... ___ ................. .... -- ... ............... -- ..........
13. HEADWORKS................................................................................................................................. ..n................6
DESIGNi........................................................................__...........................®..................................
1. SELECT AREA......— ... ---- ....... .................... ................... ....... ........ --................................ a........ ,.,.,.,..............
6
2, WATER QUALITY ,..,,.<.......................................................... ........ ........ ................. ......a,..,..,.,.,,.
. SOIL APPLICATION DESIGN ...................................... --- ... ..... .a..— ................. ..,...,.... ...,.,..,,,,.,,,,.,,.....................
7
4. DEPTH AND SPACING ...........................................................................................................................................7
5. SOIL LAYERS ANDTYPES.......................................................... ........................ --... .,..,.a,.............. ........ ..............
7
6. ADDING FILL TO THE DISPERSAL FIELC.................................................................................................a,,.a,.., .-7
...............................
7. MULTIPLE ZONES........................................................................................................ ...,7
8. WATER APPLICATION FORMULA........................m.................................. ---- ........................................ ......m......8
ORKSHEET - DISPERSAL FIELD DESIGN FOR SINGLE ZONE SYSTEM ................. .a.....a.................,,.....................
9
ORKSHEET- SELECT ........................... --............................................ --- ... ..11
SYSTEMINSTALLATION.. ....................................................................................................................................
12
INSTALLATIONGUIDELINES ............... ....................... ........<..,,....... ..,...................... a...,,.,,,,,.,,.,,.,,,.,,..,,,.,............ .,.,.,1
Installing L o k lip fittings....... ....... ....... ---- ............................ -- ............................................. .......
13
Valve Installation and Operation .......... ..................... .............. ....................................a,.,.m,.,..,.,.,................
13
SUBSURFACE DRIP INSTALLATION METHODS .................... --..a --- ..,.a.,,,... ............... .......................a....,.,,.,...........
1.4
WINTERIZATION................................ ....a..a...................,.,,,,.......................... ,.,..,.,......................................... ..15
S BUILT SYSTEM DESCRIPTION . ............... ................................. ........ ........................ ....................a..,..,................
1
SYSTEMMAINTENANCE ...........................................................................................................................e........1
ROUTINE AND PREVENTATIVE MAINTENANCE ....... a...................................a,..,....,...,,......,.,......................... ............1
HOME OWNERS GUIDE FOR CARE AND MAINTENANCE OF DRIP DISPERSAL FIELD....... ... ---- .... -- ...............
19
APPENDICES - PrOdit,Ili 11 pic-i cIfI ,ation

E-Z Set Drip systems rdesigned.
grid design provides a complete concept, with supply and flush manifolds at the end of each dripline, creating a closed loop system. The even wetted area.
Drip is a highly efficient method to dispose of effluent. Small, precise amounts of water are uniformly
applied o the soil from multiple of
* Can be used under difficult udihigh water tables, tight
rocky terrain, steep slopes, around existing buildings, trees, or other vegetation.
* The system does not require gravel. It is easy to install directly into indigenous soil
• Disposal of water is maximized by means of evapotranspiration.
• Uptake of nutrients cants is increased.
• Fifteen year warranty for root intrusion, workmanship, and materials.
• Non -intrusive.
These guidelines are for secondary treated effluent.
Please follow your State and local regulations for onsite wastewater dispersal. This document is
intended to be a guide, and should be used only as a supplement to your local regulations.
a� With the exception of controllers, product specifications and technical information throughout
provided by Geoflow, Inc.

ISM I l: TyimiIm DRTIPIFIIIEILII LAYOUT
OUT
B w ,I .:w wo
NNW
hu VOW III:Ox
INC
P
moNd
hiomin
J x��4s rra l+f)
i »»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»uuwmuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum!

sy" """"IIIIINIII foul' ldl@mlll;l ""f
m m,
See Iiirrn .t on page
Atypical drip system installation will consist of the elements listed below:
(See appendices for product specifications,)
li no -IF Ti till[:) its a registered tr dern rlk of A.Unnovations
z. Treflarn iic a re tered trademark of IDow Agra Sciences
Ultra -Fresh is a registered Tr dern rk of Thornson Research s Deist s,.

d} Il,i;,,Z SEir Glassilc and II!:°i-Z, whir:!:°r 1.)C Ddpline
Both Classic and PC have turbulent flow path emitters with nano -
bactericide protection. The PC has the added eleme
of a silicone rubber diaphragm that moves up and down over the emitter
outlet to equalize flow regardless of pressure between 7 and 60 psi. To
ensure a long life, the recommended operating range is 10 to 45 psi.
For Classic, the flow rate delivered by the emitter is a function of the
pressure at the emitter, The Classic dripline has the advantage of no
moving parts or rubber that may degrade over time. Also, the flow during
19
osing cycle and flushing cycle are very similar with the Classic because
,✓„ a „� rI//r., ,.i ,
when the flush valve is opened, the pressure is reduced,,N,u" the flo
from the emitters to decline. PC driplines require higher flow for flushing
lei
dosing,ing
than as Xw rate does not down during the flushin
Z. CONTROU„JU R
Dripfielda depend on pumps to dose effluent under pressure to the field. These must be sized according
to flow and pressure requirements. -Z Set provides drip pumps for all III:..,Z Set drip systems.
4.IT"'IIIIII,,;'ri:.i 5
This carries ,.r water from the dosing tank to the dispersal area. Rigid PVC is usuallyd and should
belowbe designed to gravity drain back to the pump tank in freezing conditions unless manifolds are buried
frost and protected from freezing. The velocity in the manifoldshould be between i feet
second and 5 feet per second (fps). Refer to PVC pipe sizing chart in the appendix to determine the best
diameter for your application.
duringIn order to help clean the system periodically, the encis of the driplines are connected together into a
common return line, most often made of rigid PVC. This line will help equalize pressures in the system
Flushing should be done frequently the installation period. The return manifoldl a
to gravity drain back to the pump or pretreatment tank in freezing climates, unless it is buried below fro
and protected fromfreezing.
1. PRESSURE U RE II E UJII..ATOR
Pressure regulators fix the inlet pressure at a glvelrn rate„ Under Il operating conditions, pressure in
most ayatern"na should be 10 psi to 45 pe'o..
&r , 200

R'WffMW
. FILTER FLII,IIM i1f LVES
W - OWN M-11,11NOWN" .. �-
r +,
(when electronic, these valves are normally closed solenoid valves). If manual, it should be opened for
full flushing at least every six months and left cracked open slightly to flush continuously and/or provide
for drainage i of the flush line i freezingconditions (c; . states may require automated electronic
flushing).
'11, ZOINIEVALVIES
12. QUICK FILL VALVES
,, .,.
emijieu
box. It is installed between the pump and the field, typically below grade. The Headworks should be
insulated in freezing climates. I
C'tlllllllll 11GN IDu.III . .Ill llCmli"°t"IIIIIII:RS
�m
tl . SELIEur AREA
Select the area with careful consideration to the soil, the terrain and your State and County regulations.
Be sure the field is in a good landscape position - not in a flood plain or bottom of a slope where
excessive water may collect after rain, Surface water and gutters should be directed away from the
proposed field area.
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2. WATER QUALITY
? i
Determine the quality of should be at least secondary
4. DEPTH AND SPACING
5. IL LAYERS AND TYPES
6. ADDING FILL TO THE DISPERSAL FIELD
Some dispersal sites require that additional soil be brought in to increase separation distance from a
restrictive layer.
Placing drip lines in selected fill material above the natural soil provides d zone for treatment.
downwardHowever, dispersal still occurs in the natural soil, and the field size must be based on the hydraulic
capability of the natural soil to prevent hydraulic overload. I
it must be incorporated into the natural soil to prevent an organic layer from forming and restricting
water movement.
incorporated.The fill material should be applied in shallow layers with the first 4 to 6 inches incorporated into the
natural soil to prevent an abrupt textural interface. Continue this process until all fill has been
Check your Ideal regulations regarding the use of fill material.
7. MULTIPLE ZONE
Grip dispersal fields can be divided into multiple zones or subzones with solenoid valves or index valves
for the following reasons:
a. Steep slopes with a risk of low head drainage can be subdivided to distribute the water at
system shut -down more uniformly in the field.
b, Smaller zones reduce the required flow per minute which consequently reduces the size of
the pump, valves, filters, supply and return lines,
c" I I weas oiG'i
«rrrr «....�......
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zone during the flush cycle).
8. WATER APPLicmm FORMULA
To determine the rate of application for various designs, use the following formula:
spacing
Example: Dripline with 1. 3 gph flow rate emitters spaced 24apart arand dripfine spaced 24" apart.
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a

WOR II�I�:IIE'�°1"
"'I"'Ihe following vrou sheet is avaiiliable on aru Excel spireedsheet. If you would liilke a copy, please (phone
'70 -40 2916, or erruaiiV inn tiidh ..Cgerset-tainik.00rr�.
To calculate the airea required for your dirilp dispersal system you must III
1. "11"he quantity of effluent ,to be disposed of (in galllorus per day), and
.. the soli acceptaince irate (i.e. gallons per day per squuaire foot)..
4 � �W IIIIIIII'1 llll'1 1 DIS u1ll'1 RS I, III I"�IIIIIrP,IV..IIC) III')IlriiP IG 1 u 1Z SITYGM..IR
ZONESYSTEM
for°L�at„uaaf
rrurrrla
Quantityof effluent to be dispersed per day
Based on State regulations, gallons per day,
(typically GPDAbedroom x number of bedrooms).
.. l';xd
13)
Hydraulic loading rate
Based on soil analysis and State regulations,
loading u ato al/da /s
(gallons per day per square foot).
C)
Determine the total area required
Divide gpd by loading rate. ()/( )
nr,. rra ,:• ft
rl
D)
Choose the spacing between each dripline and
Standard spacing is 2 ft.
each emitter
0................................................... it., between driplinas,
. irvk. YpIIUPn U,mrt.airi::6
rr p pp5
)
How many linear feet ofdripline in the total
(Area / 2 ) for 21t. line spacing. (C)/2. 0 or
a°•earr
(Area / 1) for 1 ft. line spacing. C)/,0 or
ft.
(Area / O. e) for 6" lure spacing. (C)/ . 5
F)
Calculate the number of emitters
(Linear ft. of dripline / 2) for 2 ft emitter spacing.
emitters
()/2 or
(Linear ft. of dripline / 1) for 9 ft emitter spacing.
(E)/1 or
(Linear ft. of dripline /. ) for " emitter spacing
()/0.

) Choose PC or Classic dripllne
See appendices for drr litre specifications.
............................... Classir d6pllrM'e of
PC riplin
Determine dripfield pressure
Standard pressure is 20 psi
psi
See appendices for drr"pline specifications.
1) Determine feet of heed required at dripfield
Multiply pressure above by 2.31 to get head
of heart
required.
(H) x 2.31
J) What is the flow rate per emitter?
PC — either 0. 53 or 1.02 ph
_.-- ph 1 emitter
Classic — see flow rates in appendices.
K) Determine total flow for the area
Number of emitters multiplied by the emitter flow
h
.. �l�2l
rate at the design pressure.
kph ® (F)x(d)
MnM
pm gph16O
L) Select pipe diameters for manifolds and scab
used on total flow f (K) above, in gpm. See
mains
schedule 40 friction lass charts in appendices.
!troches
M) Select size of IHeadworks
Based on total flow from () above, in gpm, See
flow and head loss for each filter In appendices.
Headworks
N) Sketch a layout of the driplines in the
a' ei�,,, Maximum Length of Run table in appendices.
dispersal plot to make sure that the maximum
lateral length of each line is not exceeded.
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W0ell fPHEr-."'IIF­ $EIII...ECT'PLPimiP (FoiR Puwoswiw'.- OF IES'TllimA'rE ON III.Xi
Worksheef Formula
0) ffilnimum pump capacity
IFI) I leader jp�pe size
i) Height from pump to tank outlet.
ll::.::llevrrtioiriiiir,hcire,ese or deirre....,ase
T) Total static head
U) F::�iriefion head
i) Equivalent length of fittings
Distance from pump to field and
back to tank.
iii) 11 ntal equivelent �ength of pipe.
iv) 11 otai effecfive feir.A.
v) Head required at dripfield
vi) Head loss through filter or
Headworks
vii) 11 lead loss through zone valves
V) IWrdirrrnuirn rotall fiftbon heaqJ
W) IM.11inirnurn Total I yg@ i I -lead
C) C
............................................................................................... ...............................................
X)
INOTIf:::Fjonne Status and Coii.jindes
rpqtAre addiflonal flow foirflushing..
IF:111ease checlk your locall iregulletiions,.
If yoii.A need help on flushing design,
see 157 Set lDriip I:_::::xcei wir.)rksheet or
calll E-7 Set al 703-4C.2-29,16.
g1pim From (K) above
Inches F;,rom (I above
1X.;II Refer to PVC charts in appendices.
ft., of head Muldp�V psi from (Q) above by Z 31
ft. Number of ft.
,ft.. Height ch,,anges tom purnp to dtipriold.
ft. Add (Si) -+ (SU)
Estimate loss through fittings — usually
inconsequential for small systems.
iqiMeasure length of manifolds
Add (Ui) + (Uii)
fl, (Uiii) / 100 x (R)
......................................
See line (1) in Worksheet above.
.........................................
.............. ­­ ....................Ci See pressure loss for filters, in
appendices or see pressure loss, for
Headworks box in appendices. Adultiply
pressure by 2-31 to get head loss.
ft See pressure Iloss charts in appendices.
Muldply pressure toss in 1psi by 2.,31 to
get head: loss,,
ft Add (Uiv) + (Uv) + (W) + (Uvii)
ft Add (T) + (V)
From line item (0) above
... ... .... ------- -----------
December 2008 1 �11

S'S"""IIIIIIIIIIiIIN IIIII'"""�m,III�������III�������""I"IIB�IIU
INSTALLATION GUIDELINES
Handle your dripline and components with care. Nano-ROOTGUARDO is temperature
assure sunlight cool place. Check and collect all tags from
dripline rolls. Verify the flow rate and model numbers match what is specified on the plan. Keep all tags in
job file for future reference.
a) All dripfield construction shall be done in accordance with Local rules and regulations,
b) Fence/tape off entire dripfield prior to any
c) System is not to be installed when ground is wet or frozen.
d) Divert all downspouts and surface waters away from dripfield and tanks.
e) Excavation, filling and grading should have been finished before installation of the subsurface drip
Be sure you haveer -d for the installationPre-assemble
many sets of components as practical above ground and in a comfortable place.
g) The soil should be moist but still should allow the proper operation of the installation equipment and
not cause smearing in the trenches. The soilshould be o that the installation equipment
maintains traction.
h) Install a watertight dosing tank according to E-Z Set Drip specifications.
i) Determine the proper size for the supply and return manifolds. (See Worksheet line L.)
j) Install the PVC supply e from the dosing tank. (Please refer to your State guidelines for depth
k) Paint a line or flag between the two remaining corners at the opposite end of field where loops
and/or :d
design/local1) Install the dripline from the supply line trench to the painted/flagged line, as specified per
n ,e', pull the plow out of the ground and cut the
dripline 1' above the ground. Tape the rt of the dripline to prevent debris from entering. Continue
processthis until the required footage of pipe is installed. Take care not to get dirt
Install,i„1 ;W up at each dripline. Hook up the driplines
• not glue the !".;
n) Install the pre -assembled Headworks between the field and the pump tank on the supply line.
*Insulate the o; in freezing conditions.
o) If using a pressure regulator, install it downstream of the Headworks at the dispersal field, on the
supply line. Although * pressure regulator an be buried directly :
install it insidex small valve b",' for easy access with unionseither*Insulate the box in
freezing conditions.
p) Install the floats in the dosing tank and wire to the control panel. The control panel
programmed to pump no more than the design flow, do not set to match the treatment capacity.
Install the pump. Fill the dosing tank with fresh water and turn on the pump. Check for flow out the
ends of all of the driplines. Let the pump run for 5-10 minutes to flush out any dirt. Shut off the pump
and tapeof the lines.
along the � ,,. • t , � . " to and/or
�i manifold. The return line must have 4
back to the treatment tank or septic tank in freezing climates if it is not buried below frost and
protected from freezing. If loops are formedfly solidabove
dripdripline to allow for drainageclimates.
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s) Install the return header and connect all of the driplines.
t) Install air vacuum breakers at the highest points in the dispersal field. Use pipe dope or Teflon tape
and hand tighten.
u) Connect the return line back through the Headworks box. Open the field flush valve and turn on the
pump to flush lines, he close the valve and check the fleld and all piping and connections for leaks.
timersv) With pump still running, check the pressure at the air vacuum breaker(s). It should be between 10 to
45 PSI. (See the Worksheet line H for design pressure required on supply line.) Check the pressure
in the Headworks. It should be five psi or higher. If using a manual valve for field flushing, crack it
open until design pressure is reached and leave in that position. Turn off the pump.
w) Check the filter for construction debris and clean.
x) Set and counters di design, and keep a record of these settings. In addition to
panelthese settings, keep a record of all of the logs in the _final
pressure readings at startup as well. Date these records� for future reference.
Installing Locksliilp fIttlirrgs
a) Hold the fitting in one hand and position the tubing with the other hand.
b) Move the sleeve back, and push the tubing onto the exposed stem as far as possible.
c) Push the sleeve out over the tubing and screw onto tubing, as though tightening a nut to a bolt.
*Hand tighten; do
not use tools.
d) Test the connection to make sure the sleeve threads have gripped the tubing tightly,
Valve Installation and Operation
a) WWiralp irnalle adapters with " efloim tape sing thread rime aaalxers into tine valve inlet and outlet just
past hand tight. , 1U...�;l ll ,: ���ir tii lrq�o�irgiiirli i� � m t� tllr�� � Il ,. (INot „ arrows
,,,,,,,,,,,, ,,,,,,,,,,,,,, m
indicate now diiireCtI011 oirn v lve,)
b) Using watertight electrical fittings, connect -the valve common and an individual output wilire to the
sollern6d leads.
c) IFlusln the l tar lls by ojpsirnlrag the internal manual all (bleed (lever urn the downstream side of llhe
solenoid,, Be certain that flow control handle on top of valve is 'ffree slpiirnrniirng (yarn flow control
rnnodells)..
d) Close the internal manual all bleed after flushing the system
i�// ...
ua�t „lflrl -1,. /Ir11T; Rmrl'ne 13

UrSUII IIF' n:III I[)RIIIIIIWP IIIIII STAIIl...11l... "TIOI IN IIWIIIIW"'Ir fOIID
"II'l""II'll""II'll'll""II'll""II'll",lI..........
NO II'"IE."'. Disturbing the soilll may affect. the 1pore structure of the po R and cireate Ihyallrauulliia oonducliivity
1pro bIl lrmip. II-Ileapa consult Mth youuulr soil p lalntipt or 1p:ranfessb nal ernlrfiirnealr Ibefo ire making IChe iirnpllalllatlon
techirflann.ua aledslion..
INSE.B. "l N MIETHOID
ADVANTAGESDISADVANTAGES
lHancl .t"Irenchiiing"
- Handles severe pllaupes alrnal
- S110W.
confined areas.
- Labor intensive.
Urdfoirm depth..
- I13ack tlllll required,
IEu) Oscillafing our
- Fast in, plrnallll to Imeallllunn
IE;;)eIptln hasto lha rn ni iniraal
Abrafing pllow.. (Use
lrnptalllafuoln..
Iloapo�ly„
the type tEha'f inserts
" I i r'nllimall ground diistulrl alma ,Cannot
limo Iused oirtl .iteelp
the oflrllpHi ne off' e tlly
- No need to back fill the
slopes..
in pIaca not one that:
trench.,
Requires pracke to pet and
allrags the alidpliilne
opeirate adequately.
through the poiill,)
c) "TrenclA n
- IE: aMeir than hand tlr Inchiirng.,
Slow.,
mao;lnlrlo : Ground
- Il ay use the 1 "° Waide for
113ack fiIIII Irequuiilred.
IHo" KwllEr-Trench,
Imost iinptalladions.
IE Z T"venclhn'
t.. lrnlforrrn de' )tfn..
"t Iraa.fo. lr iitll°u oErllEjlliilrna
U: apt,.
"rh e lrn.ptaallllaflon foonll iip
iinserllourn toopll
µ Il llnllnnaE ground aliismWrbr ce,.
designed spiac'uf tally for this
I..oap Irnot, stretch dfl p llune.
1purpose. (Ilaleally used on
" Adaptable to any tractor,
machine with down
1plreropll..nlr„)
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FINTI.au ui iirui u4
...............................
Buried drip systems are not prone to frost damage because vacuum rejease and drain valves are
provided in their design. The dripline itself is made of polyethylene, and is not susceptible to freezing.
It drains through temitters,be full of water tom,. e turned off. Please follow
these precautions:
a) Manifolds (supply lines and return lines) should slope back to their respective tanks. These lines
need to drain rapidly, If using electronic flush valves, be sure drain valves remain open long
enough rr entire a d to drain. If using manual e r flush valves or manual field flush valves, they
should 1' left cracked open slightly:r+ Alternatively,of U
belowr io 4" supply manifolds, fi '
b) If using drain back method for frost protection, either remove check valve from pump line or
provide alternate method for draining this line.
c) Insulate all field boxes in freezing climates. This includes Headworks, zone valve(s), presm.,�re
1 air vacuum relief valve boxes.
freezingd) In severe conditions, use heat tape ".r small heater in the Headworks
d The top of air vacuum relief valves must be no higher than soil
1 h"' -'
drainagee) It using a hydraulic indexing valve for zoning a system, be sure it is frost protected in freezing
climates. For proper operation, always locate indexing valve at highest point in system to allow for
between
y, dr,self-drainemitters o the soil. If the cover crop over the driM-fi., d is
not yet adequately established, add hay or straw over the field for insulation in freezing climates.
i- If necessary, mark all valve boxes pin so you can find it in the winter when covered
in snow.
(,'r c r 1� rl;���a` � IIlJc4 Pogo, 1.5

s Buit..:'lir Y "III" irrN DIII!!il' I,IIfGalll "'raiDl r„
L Site name,
. Site address, including State;
a. Bate of installation:
6. [..)aily desigr°n fla,:n'wu ailed.
T5m611 Iloadiirmg Irate ......................... glgdtsg. ft.
8. What treatment system was used? Manufacturer and model number:
9. Nuirdbeir olzoines Iiin a furuplidllri ........ It morethan one zone, please describe
valve (size,, Irruulrnufuutullrer', Ip aurlt Inurnralber„ tglpe) . m
10e Amount of dripline installed in each zone:
Zone 1 ft. Zone 2 ft. ,done gor°ne t
11. DrIpline model number Wor description:
12.. FIlow rate per zone:
Zone l,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Zir..xne 2 ......... .... glpirn Z'onn 3. rfprn. ,ou w g°.......... gl:arn.
13. II;;;Dept.lh dlrlilgllliune iirncwtelllb d Il:aelleaa grade':................................................................................_._..._..........._..................................... lilt°Icll°nos
14. IF::Iuar'u'nll:a r'71B11"ILIfHiCt.ureu°„ rrnoc:lell Inu..alrririlber rand Iruu.Imll:aelr' of Igilirrups'................................................................................_....................._................................................................................................................................
1 Il:Hteu. Irraudrull II°uu i,Y llrer WoiiI d sa uul:atuuin
If more than one zone, do the zones (a) share one filter or (b) each have their own filter? ...............
16. Pressure in each zone:
'Zone l .... ll:Ws'i Location lfrr.as t,ire a„anewaMuuredm
.iolrfle 2.... ......I�a�'� Lh7catlon t1de&,flrh IY"Ir"Ilik�ib aINIIP,�n: .,
r irue 3..... Location Il i°assuuuu Irr°uuu uured
t.oirn ^�' ar"i p,§l Location DIIessul'e III.I,I'rls4„nlla
IT. Size (diameter) of feed rnaniifolld.:................................................... inches.. Depth of teed mani'ffold:...................-inches.
't 3„ Size (d'iarneter) of flush rnainifold. . inches. Ii:;lept.h of-fflush irnan'ifold: inches.
19.. Size of filterflush valve. inches..
Is filter flush valve manual or automatic?
211, Size ruff liidid fiusll°n arah(el inches.
Is the field flush valve manual or automatic?__
If more than 1 zone, dos the zones (a) share 1 flush valve or (b) does each zone have its own flush
g".t. Was any fill material supplied on ttue dIr'iiillglllield? ___________________________
a„�,�,� _ , eee,� ., eeeeee.oeeeeeeeoeeee, �,w.
rnuwatimber 21008 Rage 1.6

If 'yes" to 21 above describe fill quality and quantity added.
e rn, I Z 0 Rage 17

�man�r,]119n°�1���'
M,,,, I M47-u - ' 1,,,,,4 ZONE"COM80DRIP " L PANEL
This panel is designed to control the out flow of two tanks usinga PLC and Touchscreen. Based off timer set points and
Kwn
them via the touchscreen. This controller is p,.ble of rems< or smartphone connected to a network
controllerwith internet access. This allows the user to receive emails or text notifications of alarm conditions. The
logs data such as.
a. Pump Run Time (ETM) ce aily & Totalized*
b. Pump Starts aDai y & Totalizeda
c. Filter Flush Count & Time On qcDailyv
d. Zone Count and Time On v ailyn
e. Field Flush Count & Time On a ailyn
f. Secondary Timer Cycles aDaily"
. High & Loin levels
h. Frump Fail
I.. UV Lamp Fail
j . Peer Cycle
Reci ,CCl iiiiuoin rainic IIIY!Iii iii t ,i et tiiuou
easily adjusted from the touchscreen based off site topography.
a,. Float Switch-i. (Redundant OFF & Low. -Level Alarm): When .:lowered, this Float turns of the
pump. it is a secandary o..F..F ..Float which will operatic if the ELmeir On & Off float Fails.
Pumping will be disabled iF in the automatic mode. This float also activates the alairm
light. 'The alarm light will remain on until the Float is .lifted.
b. Float Switch-2 (Norruual Timer On & Off): This float activates the Normal Timer, which
cycles the pump on and off based on the values in the Normal Timer Sep°t°tiurod The timer
will control the pump cycle, (beginning with the off cycle.
- IIP'']II•oat Switch ,,,3 (High A..eve]. Alarm): When rai..sied•, this float act.-imates °tlhne ai"Iar^m light and
au•uid:-.Ib;;l•.e alarm. 'The auud:,u•li:Ie a';,arrn may be sfl.ena::ed by press::q,ng the °to h::l..a swi1tc:h towards
S:Fti...EM.:..'E on the m:-.brie of the control p,ariel. The a'I..ar^m i•.;ro.ght will remain on until, the °Fl; ,:nat
'ii.. s :A.. ,::*ou:!! r^e iulf .

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it N��.p�da
on the condition of the float-6. When finished the dosing cycle the pump will run until the pump off delay is reached 10
seconds (field adjustable) the zone valve and field flush valve will remain open for 5 minutes (field adjustable) to allow
for drainage. After completing IG field flush cycle counts (field adjustable) the field flush valve will open and flush each
I;(field
a. Float Switch(IWZerlunderwrt Omit= & ILow..•Il..eare.l. .XIairim): When ;;Il..oweire ., -this :[oat tur,ns loiff the
pump. It :ai..s a secondary r:w..f ..float wh r..:h wi::n.11 operate iF the IMormal Timer ()n & OFf ..Float:
feiLl.s. IPumping will..l be ai:a..,sablLed if in thip autoirnat.i..c: rnoode, This °f:Il..oat al.so activates u:::lhe
alarm .;1iglht. The a.l..ar^ima l.i.. lht wil.::i.. remain on un°It::inl the °Ihl.a:a:a°t: :'ii.s ::II.i..Pll::ed.
b. Float wi.'tClhn..S (Norruwl 'Timmer On & off). This float activates the Normal "T".:iiirmeir, which
cycles the pump on and off lbaseai' on the values in the INormal. Timer Setting.. .The ti.imneir
w:'i.l.1 con -tiro.]. tlhe pump cycle, beginning witho the off cycle.
C: IW=loat Switch.....6 (Secir)naleiry Till.rmer). Th::[s °...loot acll:::Ivates the Secondary ..:.i..meir function when
l:awhtiedi ..The timer will cycle the Ipump based on the va Lues programmed ::'[in °the Secondary
Fimmer Set-t::ii.n .. Stairting with the erase cycle first Il::lhen the r°estirn cyc:h.e. IBoll::h the
"Dose"' and "Rest" time may be rl::ii..h..h.:,ea..e1il: Fr°oin those for tlhe Normal Timer,. The Secondary
T:::'Ianneir ..functlii.on w::u..l::ll, remain active until. thme secondary timeir.float "Lowers, When the
Secondary T.:s..mmer, .funct:ii.orn has Ibeen completed, normal. t:ai.meru operation wi.::lll gnu -tom ti..r: l.::Iy
ire err umae .
d IP::II..oa-t. Switch•°'7 (II...IL h Il...eve::ll A:ILaraimn'): When raised, this •IT"l.oat ec°t:fi.valLe the a.°L ar°ima ;.X..,lghll:: and
:sau.id:.i..lble Ya::Lar°ima. the aur,P:l.lhn::ll.e nal.:ar,mw may ll:)e sii.l.encN.1 Ihnb° Ipir-Pss'ii.r'n the togg".en switdh, "Il::m,rar°ds
,°iII..IGii.N101mm un the s:-ide a:a•f the cr,:arntino]. 1pane:al.. The e::Leirma :n -I... ht will it^e:me::in on unt::i.l the float
is l owe ires:1.
�ystem Overview

" "' ",,,, ° ' "— n ' —165 I ..., ZONECOMBODRIP CONTROI;, EL
4. I�Rn�uG��aiu�f,�i.i� I'.ui�i111,G�iP:
ww................................................ f,
1. Status of UV Lamp If Connected
2. Displays Remaining Rest and Dose Times
1 Indicates Current Step of The Controller If A Chose Cycle Was Activated.
4. Tank Level Animation & Float Status: Empty Circle = Float Down, Filled Circle = Float Up
Sm Status of The pump: Red = Stopped, Green = Running, Blinking Red = Fail
, [displays Current Date & Time
7. Displays Number of Cycle Remaining Until A Field Flush Occurs
. Yellow Color Indicates That The Next Rosa Will Go To That Zone
9. Status of The halve: Grey = Closed, Green = Open
10. Displays That Corresponding Zone Hand -Off -Auto Switch In The Touchscreen Is In The Off Position
11. Displays That Only 3 Zones Are Selected In Zone Settings

V"
n,�v� cnn
1­4 70NECOMBO DRIP rON"T'ROL
gm.i ll¢a..Stai ..!,ins lructim ins:
(Press. The .Setup Illeinus button > Enter the Ileelll 2 password
Press., Recirc, Pump Dose/ Rest Times Button >Enter the Normal Rest and Dose times for cycling the pump in
the recirculation tank.
oil &V'gogym to is
s r ,
Zone Settings 'w, being used4). If zone flow GPM is known enter
the values per ,o X n
Press: Supply Lire Pre -charge Button > Enter how long to pre -charge the lire before the dose timer activates.
(Wault 60 Seconds )i
Press. Drain Cycle Settings Button > Enter hoer long to dralin'the line after a zone dose the Iline before the dose
timer activates. (11-1aullt 5 Mnuutes)
Dress: Fleld Flush Settings Button > Enter how many cycles before a field flush is enabled (afault X) gcicst. Also
eater how long you want the zone to be flushed (afault 5 Mnutas).
Press: Alarm Timers Button > Enter the High & Low alarm on/off delays for each tank (ill Ettaulted to 5 Secon&).
Press; Moire Button > Enter (level S password in the ,Setup Menu if you need to disable UV Lamp Fault
i Press: Back Button To Go Home
Navigate back to the Home .Screen
SCREENS:

...............................
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n
'' '-, "-, ' ..,16 Vim,„ "' i ;; !'CONTROL PANEL

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°I ' ,,,,,I C04Z n230,,,, 16 1,,,,,4 ZONE COMBO DRI,PL PANEI

G
PASSWORD IID U'�� Ilh�' JIEN:
I,. Dsplays ..Fhe User INN rune
2.,. Press arrows" o Scr'olU tw een•n Users, Once You Have .Selected The User Name You Want Use .'Me IKeylp d .'ro
Enter In The Correa Password..
3. Lower- & Upper.. Case Characters IRop.-up Screen
Slp ciiall Characters Screen Polp..-up ,Screen
5.. k...evd 1. Password = DRIP
6. For U_ev6 2 Password Access Contact E--T "U"rear

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Matthew &Anita Lambert
Chatham County,'North Carolina
a
r7n
170B Grp
69
XN
MACC0000'
P.O. Box 129
Morrisville, North Carolina 27560
Y U.

0jp(.!!!iiirat,iomi and Malintenance Plan
System Background
The wastewater treatment and. disposal system is designed to treat the generated domestic
wastewaterfrom aresident dwelling. The system will consist of one (I) septic tank with effluent
filter, one (D.Model 6M &Z Treat recirculating :media fl - Iter (treatment unit), one (I) E-Z Treat
recircuiation tank, one, (1) field. dosing / storage tank, an ultraviolet disinfection unit, initial and
repair irrigationfields with sufficient drip lines, and all the necessary appurtenances., The septic
tank willreceive the waste -water by gravity flow as it leaves the home. Once the wastewater fills
-die septic tank, it will exit the septic tank by gravity through an effluentfilter. The wastewater
then enters the E­Z Treat recirculation tank where it is punaped thro ugh the E-Z Treat treatment
unit. The E'­Z'Freat treatment unitremoves additional 130.1) that were not removed in the septic
tank and effluent filter. The wastewater then flows by gravity into the.E-Z'Freat recirculation tank
or is diverted to thefield 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..
The proposed wastewater treatment system will provide both anaerobic treatment for BOO,
nutrient and solids removal in the septic tank. This tank will lbe 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 :rein oval frorn 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 E­Z Treat recirculation tank will be provided as speerbect on the construction drawings or
approved equal by Engineer.. Septic tank effluent will drain into the E-ZTreat recirculation tank..
Wastewater will be pumped from th.e.E-Z recirculation tank onto the E­Z Treat treatment unit, and
the &Z"I'reat treatment unit effluent will flow by gravity into the E-Z Treatrecirculation 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. ']'.he effluent from the field dosing / storage
tank will be purnped to the drip irrigation fields.
The E.-Z'Trent recirculation kind field storage/dosing tanks will be connected to audible and visible
highwater alarms„ These alarms will alert the operator when too much wastewater has
accuntulated in the tanks so thathe may turn ort the pumps to empD y the tank. If the property,
otherwise specified on the construction drawings, is s 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.,
eqmm-
There are two purnps within the wastewater treatment system. One (1) E"­Z"Freat treatment unit
recirculation purnp will be a "eta -rite 1/2 lip pump (Catalog Nurnber s,rEP 30). One (1) drip field
dosing pump will be provided as specified on the cons wuction drawings, or equivalent as approved
M,aftlhew & Anita L.aunbeft
Siurfacx-- Drip System wiffiT It Prutreatmim
MacConnell &, Ass'ociaiin, P.0 Projeo No,: A06301.00

by the engineer. Both purnps will be connected to the control panel. Pump efficiency shall be
monitored by recording the araperage stupplied to the pump. A sudden decrease in efficiency will
indicate that the purnp must be replaced.. Pump replacement can be accomplished by disconnecting
pu:k-.ups frorra the power supply and unscrewing them ftom the attached piping.
E Z 1'reat "I Matment Unit,
The.model 600 E­Z Treat treatment unit will be used to provide additional treatment to the septic
tank, efflueDt as well asrernoving suspended solids not rernoved by the septic tank. The treatment
unit will be housed in the container provided by S-Z Treat, The E.-Z Treat treatment unit will be
dosed by a Sto.-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 therecirculation or field dosing / storage
tank.,
Ultraviolet Disinfection Unit:
The ultraviolet disirrfedioni unit will be, used to treat thel::..�"­Z Treat treatnu,lnt unit effluent before It
reaches the field dosi.:rtg / stora.g.,e tank.. The ultra -violet disinfection unit shall. be :IF -Z'rreat (Model
E Z UV 1.021 or 4pproved equal le
y engincer.
Rain Ser, ,
................................................... :
.A flunter Mini-­Clik rain sensor shall be installed adjacent to the hydraulic unit in an area that will
receive precipitation (i.e., thatis not covered Iby trees)., 'The sensor will onl-.Y be used for the drip
irr[gation pump to cease operations during wet conditions. The field (Jos.ing / storage tank will
store, The treated wastewater for more, than five days;however, it rn&.Y be necessary to override the
control systrcm ft.).flowbrig lag p Y
.,e precipitation events if the tank is above capacit . During wet
conditions, the sensor will senda signal to the purn,l.) controls to inactivate the pump. If it becomes
necc.,%sary to :release wastewater frorn the, ta:nlr..,, the Mini Clik n-My be turned off and dlc.!, piurnp
switched on manually.
1?1- Irriggtiom S stern:
The dripinigation fields will be dosed by the field dosing purnp. 'Ibe drip field zoning criteria
and irfrip lines shall f0low as speaified on the construction rcJrawings.. All zonc,,,s shall operate
independently. IESach emitter shall be capable or deliverinig 0.53 gph.
Crop 'ne drip area shouldrernain as original conditionand: be planted with a fescue, rye, or Bermuda
grass as neededin counpacted areas. Thor; wastewater applied to the trees or- grass (if needed) will
provide amplenioisturr,,.� anc: , f nutrientr.,,to prorriiotel)lant growth.. All dead trees if applicable, newly
grown vegetatian and newly grown trees less than I inch shall be removed yearly.
System 0,111:ae,,ratilofl
The vvastewatm,,,.r treatment system is designed lo dose the Z17reat txea(,n-,Cnt unit every 14nii.rnxilts
to 20 ininlutes yvith 34. gallains, of septic tank efflUellt.. Ifless. than 34 gallon.s Hof waste,iA(ater is
available., the fie-%fel signal will hriiacti,imte the purrip.. The contrcl panel will ;activate the field
Manhew Sc Anita L.amberl
Surface Drip SysWrn with'I'S 111 I:Nrifr.�,anmera
Mac,CinnncH & Associales, RC7. ProJect Ncv A06301.00

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 highwater 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
tirm) allp. If the alarm lighLbegins flashiq� 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
If the pump still does not work, contact the pump manufacturer.
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. The control panel shall contain NEMA 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
L­'urther system maintenance information shall refer to the manufacturer's literatures.
Matthew & Anita Lambert
Surface Drip Systern with TS-H Pretreatment
MacConnell & Assodates, P.C. Project No.: A0630 1.00

iirdid MAntenaric.ie "Flasks.
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
.............................................
3 - 6 nwadis
(Ma* for s(ALds arcurnulmion, blockages, or haMe
Septic Tank: damage
dwrigge% MxMdon, pump sepuige,
.. .. .. .. .. .. .. . I.,.,.,.,.,.,., .. .. .. .. .. .. .. . I.,.,.,.,.,.,., .. .. .. .. .. .. .. . I.,.,.,.,.,.,., .. .. .. .. .. .. .. . I.,.,.,.,.,.,., ............ . .. . .......
Sepd,,,,! Tank. siolfids aind
.......................................................
12 trvmUhs
..................................... . . - ....................................................... . ........................................ . ..
PUMP OW aMUMMAIC Solids if irieciessary, renicv(." SCUIT11
Scunn
.......................................................
...............
Effluent Fiften "resLiRg
3 6
........................................
............. . . ................................. .. .. .. ..
HqAace uu.,1 thneseptic,, Nank, is pumpe(l,
RIO. acement
............ ............................................................................... - .....................................................................
I,.,.,.,.,.,., .. .. .. .. .. .. .. .. .
E-Z'Treat Treatment
.......................................................
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .
Inspect oontrciValanr� planel, recireiijhation Lank, and E-Z "I"re at
Wit
' '
treatn:�.entc unit (fifter pio,(J).
---I
....
weekly
....................................................................................................................................... - ................................................................ ....................
Wipe (Clean) ]EN larnip" check. iintirnsity �and replacir Lamp
U lLravilole't Disinfrx,,,fiort
Wein reqWmd.
. . .........................................
Psin'q,), Tanks:
.............................................. . . .. .. .. .. ..
weekly
.. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . ...- ............................................................................
K ... ......................
puntpis, ahmns,, elal.),sed fimile iin.eters.
. .. .. .. .. .. .. .. .. .. .. .. .............. ---- ......
...................................................
...................................................................
Pump TmAx
3 -- 6 rn.(:m[dis
c"il k, for solids accunrin.itation, or infflcurntia.)ni an.d
SoUds and Fbwndal
WWM,
lanks ............................................................................................
. . . . . . . .
. . . .................................................................................................................................... ......... ........... . ...................................................................
.........................................
Purnp Tanks.
12nouths
Remove SCLUn layer when septic tankis putripled,
Scurn Accuzu,iaiajrj()n
. .. .. .. .. .. .. .. .. .
.................................................................... . .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
2 4 vv,eA-,ks
Weed Mt yguadve cover 1.1o, as nijiriintum height of'4 ifliche�
DHp MW
if qVlicable to emure vegetafion diY,.)as, n(.Jq jnjcr'rj'C'rf' �PVjhj jrh�',
L
systeiin operation,
..............................................
Drip Systenu
. .......
3 - 6 nwnds
......................................... -'­ .......................................................
C'lieck fi.Yr leaks in fbrce mains, (:xh.)rs, ponding, anid ero
Plong and WHOM[
Lo not occur in driir?i am&
Equtment
1 . ...............................................................................................
Pu]Calps, DistribUtion
rnonthly
........... . ........ ---- ....
Check fil(.-)vv, tneter reairlotjit and campmm to reanded Rows,
Piping, and Alarrn
check pun, Or leaks.
. . . ............................................ . . L!ln � .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
-.-1 . . ..................
I
.
Pusnips,
quarteii'lly
Rernove Pan covms and inspect hor accumufalon of MS.
Piph& and AM=
.............................. .
-reingo
Pumps, 13istritmdir"J�111
5 ;i;;�ijy
repaa e
��m>aaaaaA'd:lid�d�d
Mai
,gt.-dan filter (fiscs ai hydrauhic tubling feeid.
.Pipingand
Sym,erni
. .. ................................ .....................................................
MMUWY
. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . ............ . . . . . . ............................................................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Remove AlWr disc cani-idge Iaand i[eplcacie, (.,uinxiidge and
stcirc ft)1'n(1Xt '1.fflGIUG al replacernetn. EXig along sidle dripper
Pumps, Distdbiwi�,.')n
Hoe and remove with. ornitter, repacir with
Piping, und Mann
""RAM" couplingS famlliud new tiut.)ing, inispect rcrno)cd tubing
Symern
for excess slime cw Wduy FAA drIVer banes mridii,
cheimkal solution as ncicdeid, Cliock and or replacce batteiries,
in Hmv meter.
Omtrul Noe]
c
Chmk ampi-e rr%p,,,u'e to ni ain u factu ricts
ciie
mondis
.. instructilmriis. ...................................................................
. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . ..... . . . .
Trbnks shoul, not Ibe puirnpt'�d
during we comEtions.
Ma.tlfficw& Anita Lannbicn
Suffiace Drip Sysicinn, IvOh Ts 11 pretricatil'unt
Mwamwk& Mac kses, PC, Project N o,!! A0630 1.00

C i ir 1r,"
and III a i�� I te ilia ncie
111
11^ a tr I q t I I r, 111151:: iinmrk air e ceiri hed i d,iss
ID nine cl I l 0H I e fiD I If, Urev i4[ 'ls:
1,451:,,,411,45140
*JS,::,',11,J,1S11 �?45
1,1!5 WN),Sll 5:50

1.10 Ge neirall Ilin">Istruction
U Bas[ : Operation and I'llailirntle nai ni IlRenquiuui� irorrieiuintu�
@fie C I ric ul itiloi n'ira,in k
2.3 Control
.4 E-Z Treat yint.lU°neflc IFUteiu,.
2.6 f,Mie a Matt.mr� sis
3a ttleinlbli nru SslLem Ownier aiii Users
3,
7

iRM uu,. , ..,
�' naauani�� lump lFr a 't.
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e- ricluahaat�ing! Iml lh� hula h ollteir s a. anu ntuu of of a it h asi luma.�l �u��ulaa���oin i a per atlumminm ll wrra�ahul unc
$.uha� n � Imnm m° °IqU� all r»�mc)Ud INS lesshan �Ii ���� lly. IFifair N&F listed.. � ' tu��lrni s
��h"IUq»� IIIIN"acre . iq»m � n�llllnnl�INlnoualnrlilC � Illmnl�,ln"�u'r� *" �� In"nlia�! l�ha�
uala� Ida" IW�Ilallliia°nh�ll�e t�. lu luunllla~atiaula�l� In i.11uauln"iN'� � � aarl,iiaa naoa Ila�iaam�nula� mu�tq gall Ilaaahll haaa��p
rlanllulwnunraa!u.alra°u of every h`s Immua�INatlll'n or Ih e fum��t twat 'ea m�.a Irnd 'ta frequencypier state lr maull �:hiaalans Unou
ften "il°1ha laru'a llragdaau aalm':' la iunw e contract WIIHl lulmnu.ludi w a pir-irf oirimiance b a eid systiern lir-mrspection, The
Sa lrvicle IpIrauHaalldeln Inarvu s't be turdii eld ai nd cut:iffiled by E Z'Treat Clo rr pan oir aut1Gm h' ed m lw:ilr°esi INni'taU1i'ae� .
H luumi spaaa 1k:lnu'auai arid innaiinteinainicle replolrt
unu st bel'orwarded,aalluaplraa withiaalrla
aidliditional dcuirumlaelmgtaatb nra,„ to IE-ZlFrleat
Caimmall la y, the Ilq,aicaall auun'tIlwoal ' -Z-rir ua't
aM„anllmala,„ and all ireiqulireld or diesu mn°ated
reguilatory aigienclies.
TIhnlluma fllalmaulaalll a:ontrAlaniaa a Illist cif t'he
ro uithe imainteinaince pirinu::ediilr !; 'hat,
air(required Icy IE-Z'"F ° aat Comillpiony.
Failluire to Ipleirfoirrintim Irequired systleir,n
rnaliiint.c..%rT,iiaiiiii"u'4.,le lc.loualdl reduce the desired
pierforrniance aK'tJhe yste rn malc°md wflll
vua old the ^aua+aaln°Iraalmlt' oin the IE-ZTir eaa°t
lea"..clirclulatilintj ' Inrrthrietic Filters �rm�ter n.
h"'lla h � � ..� syste i �„hm ��alll�cl be iiilm� lllalea ���a���ud `�" u�n µ.: �a �u�uwa Ih hul�uallalhha„°q a°,a'V um h'Il` l'"� ulll'�.. m
au"thloOzei seirvk-e p.alll" ldeiiiii at! m rIll.u�ah) and for 61 liulmvall!!aelc,aoiii ts U-miI .h'"' ur.
. l h iii e a': II W 'k mflating 5yindwitim �°Iheiiir l Iod
Model 1600
Iwtndmallll 2010
:�Iloi s caiiirq ble clol.'wfilglilunu ed liuni vm'uq�all lilllhAes'fII, Row symt �lrmus��
�C a!a 11 k! a 0 3 7 5 3 �,, 4 7 7" 0 a!) u., h s 11 t! e z t iiir m at III c t

�fce
Z.2 Sej,,,Ar,'cT,airdw,,
Ph e septic ainlid m dirc-tdatiolin talrflikshalli tlblie
limspectled ainviamflyOmar eirmuiretlhiey aire opeir,"
ativig piroperly. Reirviovethle acicless covers
i ti wt,&Nk i ing s 'tic) Ilpeirfbirii'in thle
I., Verify ldhe Hid aind irbseir asseirnibUe!s are
vivatiairtiligtit Cheiclic foir ainy clainialgledl, water
vveeisling mau ks,, hiciles loiir cracks. I �Ihie systlern
rinust, ura..urlGrlaulii waitertlglvtto Ilpellrfarlrnnn Ihfulw pleHly,
2,, ileiv'riove, dean airid riqp1iiacietilm OlUtiet
am, fflilMilliltfiltEir liri acc4xii,dainkiwithi bite
instiruictioins, piricwildled by Chle efflulerit
manIAM-Upreir.
i Inispelict the iIlVquild Ilaraauimlll iin thie septic tankil,
It shodid ble ievel wVithi the Iliaaattoryt of tim'm
cr)itAliJlet ipuipe.
4. IIi iris piect I 'Pile effluierft and sicuirin lim)(eirs iimrl
t1he slqpt ' ic taink. I mok fbir off or i lothir
e
cc!)iir"rutaiiry,ii���iir"iiiiiin,t!s,tIlh,a,t, are nolit rtloii,nndl.
S , Verify tihie Illaialk Ihails receivied its sclhedik A iied
plurvipurig vi cileiainibrilig. i thlesdids
iaiyeir mrm eadhi cffthe tairflk..�;,, Ilh thie sii layeir
is exiciess:ive havethietaink. puirinpied,
,C ia 11 i .710 3 753 4770 w visiitezbieat.iliet
oP 3
ma, �C; Taii
The ure dricuiatic.)n tainkshi base lineplected
sinnivally, to leMnsluire It Is opeiratlinig properly,,
iiernovethe access coNiviers i ttiletairk
ojxNriliriic,,is toplerf'orim thie inqpectilon.
Vegill' fyttmt flim Ed i ri iier, asslerinbles are
watertight Check fc,ir ainy clarnageldima ter
weepirg ryvairik% ttoles m
i''i'viust reirinalu"i vivateirtlight to ipailldburirri Ilfirqpedy,
11, firispectthe Miqldlid lelvel in ii'lile ure-dircUlation
iamurmlll'a„ lIt, MhoiiUld Il Illaanrarlll With the bottuirn i
lithe lotAtillat Ilpiillpe,,
At irflitliaksysteirn stilut- upl, remcm the i
i fircii,irrithe ali it a unrtairrifold. ()peiratet,Bile
re clirludiatiori Ilpim.mlowYlrnlp by hi.iiiriniing Uhie IIim mrrip
itzintirldl to the "li Position. i.et
the i!)iuiryiqi) ruirifor, i irdirmute t1fienituirin thle
Inmirrip cluintir-ol to thie "liIlpciiMitlloin rqpim,izt
this flush airty
idlebris such as dirt i ipiilple
dhiaviings firoirn tlhe spray irrii,airiffbilkI IRlep liace
titie err caps I",iiairiid tight: ..................... dai n0t Use
Wifireindhes oiir IlCrlFeir^s Re set the IIprrrrip ClDn
"Aill'i 10" posftiori,,
llirisliw!lct the floaart by pass NitdiVrje!, dlMainui:dly
stairt the iir'le diii-cuiaboin piluirTqi!) and observie
the float, baii vidivle,, the balili sli'mpidiirj dirop ais
thie liquid in Ehere dirrops'l-Jite
effluileuA ristlurii,iGlnilg firloinn thle III;.... rreat to
shoudid flow llmaack, liintlothe re ic ir(ldatkni iin tairilic
and shodid rv!A flow clutti,iie disic.rhairge l;�Aple.
4''Verity that alii the ipuirinpi
floats mire lin good coinicINJilon, jprrrjimnnalrly
secuiriedtothe float biracklet w ic'i Ellire able to
mrimire fireldlywi thfiri ldhe r(:! idircitAiationi tairidik,,
Oil„)serve the systeinn as IIit II e chrmi�iatles.
VisivaHY veirify Milfilows

e 11 11 , I I is
of the E-2 i E.5yinthetilic Ffllteir cointrid painiell,
main C01111troll "InIVICAF�II:", Swill
"Ill"t,wrin II:*wer OIN of M
1rruts rcA Systerilril Settling Switch "MANUAI t,° N sand "AL.) 11 10 GIN
"MAI'l. W (weir r1lides aUl filloat s witchar, airxi thme clliodlk swil tcllhes
"'AU TO 011141" �..aftows 1for niorimial Diper�ntloirm diiictatleiJ by the tilime r1lbilloat.. switches.
Ill "WHITAl 01W airlid "MUll 5 10IFIF
FuricUuri� ContrWs ri,.An1:Jrne ofte circuhtlloirn purnlip Lie. GPD re cirickAWLed: i thricn,igh rineidlia.
"ALAR1SH 111 JI.:Al
i High aind 11 ow Water Mainnini "Al ARVICYN", "ALAIRM AUI-101" and
F "Al ARM ON" wER i ainudl[y turn on the audic.WivisuaI i
"AA ARM All r1w is vie norryid! K. wirahioird setbing aind "ALARM 511 EINCE" tuir n!s off the all.
Chileck Irue-circulation purnip Placeithe systenn
hil IJ'e urrnualnauaat Irlrraardaa Iby tuirinkiiig Chi le iire -dircula-
tion Ilpuaurrmllln switch to "10141"..'rhe re-dirclulation
puiiii sill bileglin tici suppllly effluert to the
spiray niozzles lin the tireatrineiii ill
Cheickthe voltage and i arinp draw
aiii recoind the readfirsigs If thile iureaadtlul
aire beycind the I'lirnits of the NIE urelcloill
innierindatlons, have dean el6ectrlldlain c'Jilveck
thile ivanaaiilrn sliervice Illiiirmua Feeding tilhe systleirri
cicintroll painiEflik,
I gl'nt vvilll buin 6rp vl110 indicate
rial diirrulh:afion 1°5ump is 1011 :1�:
Rotate dial to desired mimiles ON.
Claick 1ace screw wiR change the
iJuck ke hn ii unrawirraum to
cA t 5 uMs to t insx�rnum nf 30 ui0s
Mwap W tie cilock tke to 30
4AW
i t9unl desinad rnnni Iles OF 1:
CaIT! '703 7!53.4770 or, v,islit�,urtreat.net
3. Place the syliteinn lin'the Mina rrill-ii4i qperatlincg
rncrdia bytiurHing the re-iclirculatloiru IGnialrlrrllgr
switch to "AUT"011". Veiii thirneir
014/10FF'settlinigs- aire thie saiiirie aura set at
systern stairt-qjq.). Record those Ciriner
slettinigs in the systenn Ilog.
4. Verify the acnicuriacy of the systeirin (Yill
Thneir. To accornplish Ofl[s au sle astopi
aiind vleolify ffile lerigth ciftiirrie the
purnpi is OFF
thrrile the purnpp Is ON, thicme
Urnies shatild irnatich Chinn QN/0FIF-IRlimer
settfings liiurnthe corib-di painel,
'Aflndolpp MH kliqAay C@FF "Sec", "Mililivill m " RIC.
i U`r� Scfew untd
My "Ifin" i in iivindomi
CX'tsrirevdlsj!,lays
secords, nnunitifes cu houis
Windcfl: Air WH ftp➢ay, M
FICIale ON screw ulliM
, Wn" appeara in, window.
011J sciew iifnpWys seconds, ininuites c r hicurs,

5 Clr°firi°rm the aappa^uildr'tIlar; va iamarall and
audible "HIGH" wand "[...:OW "n rater adarir ns.
1d" e conroHms on adau°vrrm swiiltap,°n m;;ldraarp ^
marlked wDlarlrn "m014"mm Aliarrn "Au'r " and
Alarm "SdlLEJlhwdCll ." IpMa,:a the alllamnn swawiit.ch arm
he "DI ,"�� Il,,,naa sNaalrm„ yra a w1H how a d ui
d"ammar.a eir au°nid aaa a red AasNng pllupglhtAi4u;: ve
the swiltich to the mlbrlrrm" , Illdl.. 'Jlw;dC " pasird:paaurw
the reef IpldIM and d' pl:aam azaar will go a �mmlrri
6 Ance the Ann have ve been tlrogigmiraaad
rawidm.au lay ail] NalLtlmr gs to tdmalulr rau~nomrmaad Ipuaaliitllaalrm
of' Idarnaa "Au roll' IjIllid"allpll"all6 abda"aa lro tlmua
If'aalratiramrn oft'Pra'gp.a^IIm miletry i L.)y cheiclidnig
tlhe nalVar"rrm aaaatatrlarms on the waratra'mlit&
Vil ddnoa floats au,..a IlWuaurad armalll by iilyh
raliali'lua army lowerfing the floats trm ;anipc mm.aldataa
the a ster^ns naalr.uraall au,..atliorm. aural pprmapar°
a alper°ap;daarrm of mmii..,di4lpn III,,,,a all II II at." by by ifflrn
the floatw1hHe the systeirin Ild"pa dna °h` hie n"icy, �. ,"
dr.i'nnie In°nrm a aµ the ra-alilramadapapm„n1n, IPUMP al1110uaml6ad
twin on, aaaaar r1rCingi the "I II"II "" ip.liia m'mmarrr the
'lIsuall and wx.: ipl1.:4ie allnarnrmaa allaaaamlpad activabe.
l udm.arrn the float tio dt n oriii Ilpr;,aslbiaarr the
r n- dirciWatidaaln puirrmlp WIll tLirlrm u'a° .. ResietChie
"m
allau°�Ia auru� a maannm,uadll Ipua�w�ar f,l��a d= 'Vataur
Float" wdtlh d:lllrma d.dlr^aaar In tJhie "Ol " u am a„ ':hie
ro..au�m wa �
r
aI Inm m�wfd"aua td�n�m
Ir �rm� aalalr�auvalCatlp�awaa p�d � � u
Ile Ip
armammaadmrammr°'all°rlpa Naiii MU aactawa ate. Retuuraa,
the floattolthe Irmaarlrraall' positliuraurn and the
u^"ra.,- lilirnn;u.,mdatlii ml Ilpiu.aumml ro wummil rmarm. Reseltthe
allaru^mu M„
8,r Pirol,.) mrldwy ire ...limn tapll i aara.alrrma ap'lll tarnlda
an'aa'e,ss s!
'The E-ZllemtRe rp'r aialll atliiu°°a�iip Syi mAllaatra III'ndr all° alhaiaiulllad be lum n�spiaatiaad do auasill,llul°e ut is lopeat ig
ll rawpmar dew, Rarrrivaae the Idead coverto Idnaill falr°II-in d.dads livaslll!maiatmoma III'i:aiu III m III °�" III m eaitapaartam" slhaloudad be
ulm`uad:,allllau,d walidd°°u a maaulm'ad:rllla" Il:na'a located an tlllra td'raall didinhar e sMe ofthe rvistru.m,aan eya rar a m" �JVmliia
swe N le b CEa dS 1 dealI t�ar Web sau mnll:AaaAt:dalla inst.all er &He d to dnaatuallll a m!!allnil llada Ilea g ir aaauaal)laa
aam°II be t.allaau•m °frnalll u m p°.III° e II mrrmr"'mlll'a wa»allNlill p;pa tanlL IMalu° jr atata Ili eigiijilatilloiris ii'amallblamalla iiillr°Iiistrlaria°ILiiim"allrla fair
Wdaliimapp grab :aamu nrmll mllama those as n rallaar lament Illmr•o uaaadr.rrraa aaalllaammaada II :...Z I aaa.
d. 1 ache a u pu allh r aarrnll.;mllle of .III ile effluent a;lhaoairlla fair;
rajOmrdon'dalhe a fllblauuaumd° III°°amay love an aaallydiny
as mmsty au maa IIIIII tllaar a adll maaaaird be no
sVong or offen'uraraa aaadi m a II mrasarrrid
lh:n, r albau aria afdlbaalu d: lllaan.allad be alleaul°amm•uap
alllas= of aadw" collar.
in ,'amllluiadai'p.hema,ad°°mamrallladllmanaaoialldala
suspended 'aaIIIIIrdlaw
ad.. "' aad'lii % I00 aammrrmlll"allla aaat Foil -I 5 r6iimi
till°°luam°a adwaallalb ' be no alliadlll°mlla settJlihig of
:'aallw.a.
a, rraad dllma Ilalll d iR,rraaaWild a°aaaarara 6 �D to
if plll mmm a Ilia aaadar„ aada: a rmll a allkida cilearm tllaa media
if tlllma Q lA Ildaal@aawa 6,9 m a 'Imrr:e Chile ir,a rul auada�d:'d�aula�
rate I byuomavaaalingfma " III II �plinlmamaur°udillliiallrliamrua
Clock Cam°md.u°adl IlIaalllaanalla Se Ilalll-III in 90 adapra
CA; 'Mara 'a'a . 770 or WE call reetaraamd
2. Ul!aaau°rwa the spay adritrlllhali urmaaalla.a
adraurliiu°mim° ivall!)eratlliorai. if a Iua�azaJlla a ajl�!�mllaewn to
be adappaad ar of d:lllhe apau a„ iaap our°ul m is not
uniform remove a move the mmaaaallla and adaaam.m the
raoaalllam rasliraap a papa aia^mmmm alllm alu n,liu m,p day °realm
Il°paanau ad d°.II°°m a Illaraaauar am r aaWiin allrm mmllmm,rm ilia..•
Millmratd= rrnaummhallbup gauge, Cau°nrmllC:maula^ d:d°malll:
am°araalarlllre pea the parmaaa aaa Ilraaarlrmr~dand at the
Ilaoraamuaaa iirm'.alllaaa°IldJiiaul a d..daa pau aaaan°am ad°uaa,aillr;d
read ad p. 8 to2 5 d f IIL.
a 'aura ff` tll°uam essiail le gaUppa amadIllhe aallau°ay
dlllaplllliillkalrlrp�alnmanm� iiinaulallfa!Ilad lily Ilairµirl`6nlihi
Il:mulmaalV°eau°.dpw
l:a '''aryo odpd IlCdnaa flow maad.a ald:tlllua allau.ad mmaaalluamn!a
flip should Illaa p. '75 to p GlF111).
a. 'Veriiify th a ra--adrall ullatiivaul a Il:nuiiiniilllalie d.11laa
aarmaailummadame arnild rniod,O II°mr.mira°'mlll°aallluat wrwwaaa
apm"aaiiitnaaad der the au ilp liim°°malll uuumstalllluadaiaa.
0203 7 a A Neat

d Vedify the re-icircWatioin jptjii1-q,) hs per "C VWthe trip atirnierilL pold is Iproperly dim inkq
form h,,iig lliin aa,-:oinlaince to Me pmmp Oy loddng down the pad side W[vents,
T-i-iiaritifactiLiii"eir,!sl" speciRcatinuns iinrnclbn,mdliu°n m IVnnsII,ioUlid be no staindhng water', t: he
ary-qr,m (Jiiraw and flows at s1pedific pressware ss. boltUxirw o,f the Ipod shoiukl bir...� vh---0L)Iie .
ei. I if the piressurin,* i s 61biove, thie Ip riioir recoird
iiing or, zibovel],iie start up Whm, open
tI,ie eiii,ilds of the id�,-,,,tiribiubioiri madbid laws,
irnairu.mAll; stairt the re dirculiation pwmp and
aflow it to ruini for 5 n,'fliniultes TlhisslI-Iioulid
Rush u,.)ut ithi e spmy dWbAbn Rnm PFthe
pressure rmmahs too high, alter diearOminvy
the ypoy jrjozzWs y
di str u bial.11oin A nos, e4j u st tho 1p ressure to
the deM red P S I media m the ba I welly e an
Me woh spmy dstdbuHan supoy Me.
5 Vi�:."Aafly iinsiplect the stairface of`tlliietre%atmeii'lt
media hx�
a. We% team, base samms
b Foiridgn irnated,Wi
Wack c6lioir rnie6a (irnedla shotjilid Ihave
RjVit birown Unit)
d. Ih,.anresshde IllAo irnat growth
e. Pandiniq
E Dumping dRhe meda,,
crialcks, breaks ioiimapm wlhm°marltli�ammn,m iin ithe Natz: If any ol'thiesie c1(..)irii1WUoins emist thile
imWn dflAbutlbn wqTJ Une. rnedW needs to be dManed.
2;9 Cleaning then Rter Medl,-,,
[MpwxHng upon Went wu°h°. en gthm alrn lilinfliument vid1luirnes, excessivie Ilhaiommhwmq'�icali growth can
DCOLAIM111,11ate iruilde as an the sudbce of the Il^nedilaffiter after"I to 10 years ofuse,
Wanhg nab the awdlia alma a veiny §iirnlifle aireasy, I 0-shep process:
Stepi: Thnn Upower to inly discharge Imunip,
StqiwE Rernove the beabnent pod covmr and remove We eiiiray dstiitinffion rnail"Wdid
Stqp 3: Connect mosh dawn hosieto tie m ndin siixii-dy dst16ili)itbn sq!iq!ifljjr Iiine.
Stqp4: Man udiy tiu rin aii, ii Lii re dirciWatilai"i puiaqi)
StepS: Pressure ivatl�i thesuinfialcle of the in ioldia in lattresslit]''ie iiivash water wflli dria4l into the
rwoRuIadon talkai iid Nvii!Hi i!)e iii e-used as wash, watii�mii,
Stqp 6: RaN the media modress and wash the!!;lide!; aind blottlarin ot dhii�m lumeneidia iii 1111attiriess.
Afteir the meda 4 cmmiNeteIII dearied pmperiiy diaice th luiiiieda mattiress Illard m
WaUnent pod.
Stqp 8; RwWsthili flhmww sliiiiray dstru iliiwfiorii rnaWd.
Stqp 9: Rurtrp out and Wan the rembTulaHon tw-0( a, emoving Eili tihe mnieias�h dowin Walter.
PUIIITIli) OlUttill e sqikc taiiiiliz.
Step 110: Tuin n, ruin, paww to di&aarge sy=n and i"eturn'tJ iietp eab v nent systeiin
fil"IMITI ''I'livIani ufli" niode tio "Alititomatw" inoide
Cah 703.753.47TO or YAM: ezbvaLnwt 0201 7 E - 2 'neat

1't,a �f ),'Al iaha Il,I1 'l('1(.1 es '
Ifs'.'"se'fi111tIW.Imedlla is exposed to excessilveIcncerwtIra"t'Ipon 'f pleti"'olleurn IprodIuc"I sl, paIlints,, glues,
waxes I etc. i't'vleiill becorne m°m�em ess r' "t.o replaice'th rarm� dia. "T�°h' m Irep[acerr r6't ! roil.:'I mm�mm it Is a'very
fast and sIirinple. Rennoviing t "Illu°'m' rnedla m'm"Ikiattress shodid Ike plmeIU"foN"In' nee Ism" ' seirvIice agle'Imm"ts thamt are
ny.
tra'ineid and mrm' irti fi d II ' IE-Z _Ilf rent Company.
Step I'm Tu.mlrmm off' mmmw'er'ul.o pllu.uiY.m.'p, dIisrlha rge I u<ullngi ammlmd aMm°mntrols.
i
u
;P m Ir°mm I diI Iln lY'ml �Im,m� .I m mullet°m:m mmulrm llim' lu l � m' 16m. I ' Iresidence
r �
iii
r l �mlirmla� I�r Ir m�rmr umr�� lru�lalm
J jai
Jf ......
a��y+��,e � m ��,m""`mm`IIV"R"kd� "'C�14e apio m' III '�:I�II 'I �II�&m'm RVmlur�llm11["Ill �.
St' ' a Lift the Irm°mlm dial Imattress out of the 111ter pod.
!1l11m RIiacl 'Um' Irrrlrattlu less real: III Fiberglass llass'trairm plart u.�m�mmftaliiner IR provided Ib I .�„� If
m°ri'� �:m I�m� 'gym
Irnigm ny. T1he coinl4ineir Its eas'lll III In a I ulckup'tirlo ick lolr rw in a Ilhi�glht duty t'rali'lleir,
Step 6: lins�t IIII Iroma'w7w filter media,and replace mlllIstr°'lu u'tl"uori Imrl ul uifm'mllbu .
Ip ')%. Reset dNIII m ySt rmuu Ir; nitirIi sr. tin to a AU'l"011" and turn 'the main Ipower, s 'ltdu t.mo thi
"ON" I mrmlk ll'tio�mru.
,,.�
rm�um�l "�.I�'mr� Irmri�artt�llrl�u s � m� Ir��m'tuulllmlm°mu�'�lu':m'IE-" "�"'Im�mt �":"~�Imrrmlp�a'airmyj,'�1Nme m��tl�r°'r°Imm�,� Irr'm�ihrlll'vvuilll be s'uml't to the
nlearest rl cyclirig f Iriillft„ fk,sli `lpir r':r�sslim°m'g. �II'tlrlrm� m �.' � Ip I mm! rul m aim e Iprr�mrlu�der cart '�Ir�m�lmu�� l�wllort
thulrmattress tmthumrlearm st styreirie ~rlcmmum f,ar "iui " .of. Ipet rr'a rummrl ..
isurL! ertreat.net aaam(l u r E ;r'

TO I fr, f, I„e n %, II 4,,,G n dly f at mb ( Owner and d Users
;,'„
�CAILJ°°pf"IIIOPI
f„"a D Not t,,;4't, open or enter any ° a y s t 6... mi l f, it R II°n"9 parents for a:k In y reason,
If a f.plhcd,�flellr ll m..x,Irpt:'?i'or you have mfllmi.i"a st9,1"II%
c: w a l l yr r„gin u,u r a u m f h � a u uz a,m Tamil s w.. a w., m 13 I r,, v a +J p x r
Synthetic �> " W " theI-Z li �°��t II�i-m.�liimmm.�uuitatulrmmt FUterstmmlu°nruu h. um° mfftilpllllun,mt, a Ipost-constructi6on
lmmwltm�fwlemmm.e uls irelm:,clini,iiini'aeriaitleld,,,'Tl,ils is an loppoirtuinity to �flau"uffdze the uIrmelm with tlpme System. Y
attlrmupt sItammul6mt be Immmamlmm to amttust almntt m..m°mmmrmmmlun�elmmt maut t:ta�lilmw mwtmma°mri mmcmmlt ibl' um tftlemwtlrifiemat ()IIllnmm.atmaplr°.
he I -Z Treat IRe-cl,rµcir flatling Synthetic Filter systeirwr aillows the Ihomeawriler to um iu °
high mamma llpft w Imm f'm blpe and econoirnical wastewateirsysteim t1lin pm°mnmtlec.ts theeirMulmroomrammra int. As
with any lm sitpast. m at lr treatment sy t rrm,Cptlhe Vhwim lowrim^la lur s� a 1pimd I �e mrnlp'tN �r IGtlllmu Ibasic
ulpdfiGm~mes muf°mlfltm If°IupJp U-te sysWrrnuclll"mlGlvlu° mnatitlp,,, reliablip mlu t°lu°minlce. lNeame do not
l �� ". "� m Company Ipm���w'ft:�t� ��� ���t���m�t mnm�mmlr u�lumtlp°ttp�� m�� mlm�;tlu��, lu� I�'� °'m���t� '�mlu ��lu�ni� �ifbtm any que�Ums,
coniceims m^mum" cmmlmnm"nmmmmlmmt,tlm mmtmlam,la°t. your E-Z "Irem"wt, Re-clirculating Synthetic FIter systerm.
Ulm of the m°mmmmrnr"mIbeirf
To as,.quire proper Ip eir �pwaim°�imainofycmmmlr IE-' Trmt I e-d[r-c�mmlll�@rUrrlg SImvtItreflc IlFifte rl, YOU s�Id" ou li
ammmmainat nwtni ltnm:a 'uirmau oft.lhe following pirloduicts uilnttml your sUeptic tank:
Dull & Grease tIlm'fthlei n m �at.ill
''Atdw hied 51e m u ulr Ilh"m l4mwllhmi
'Wax tt ammmshn
P t:rWwww IP:mirmmmtumcts
f°°wmmihit: & Pakk Solvents
11 m icy t:uic'ulmt mm.
:mrnr.l d ms & s m"'mttmy nf:mlbmhrs
f"'mmm c smbstances III uimtu"mlimt III''ll mlrp°ntlhmmmu° III mllm ammm mm ,cl
ftmmm°n°° IlltlodaWlamtallhm e Ill mmlrwduct s (idgarette l um tsj alintibaclll n "u V N ull a eit )
� Any 14(lkid um°Ilf s' 114p''t�.k: t.arik tldntm �e U�Ud-�X,,j etc.)
lo'wullllieul~; ofthe e Hwy'stmm^m..........�1't ul~uluu� mmm't�im^m��lll
Keqp Ilmealurr Il a c and VMc aMof y u r om msU '"luwctillrin coinnlpoinlants ainddir fm m n fi',.
Never &hwe aws or truas wmnlittn n 30tumor °Ilh t arry systeim access Ilumt
Landscaping fmlin or fumt°.mmm mm Ibmmii1l6 n pir'qjects mmihwmmllmt be Mmvmld mmwuith tfine mt'matmnllfmmmW and m:tlmammallh1i lllmt
repahnarea in MY,
oY,
[)o not Ilh"m mvO our'II°mlll mmm m n!nm°m wmoloirm t:m lll'm' of your onslite mwumnmm t:e w t.ler s tw tim"n f"IhIii^ �mwulllltll tm:m°°umll wmmul° ul iillt
luuii�iit c e!s�!ctmm,tim lum� st t ilimn� iIlm icifitf �mw e,�owat mua cu aunn itllhu t'"ist m
�Idke suire�tll alum i iutit'u° ulri°°m tll°°nine housie oii°° a aumm°°m tlllu ^ Il!mm°°,o pi�ll°t:'tw lis ci� iir iled aay tam r, twu a it
u°nmumili° e systlem,
Ca ll; "t t. ,t3. 4t"'°t`It or visit. m�ato, ew!���a�tariet 02017 I 2. heat earm

E-Z, rreat CoMparly,
Illesidentlial ApIllpflicatillains
2-Yrawir III lirnfteid'Waiii ranty
PO Box 176
0168
1. Preamble
E Z 'Treat Corrv.ipany (herein refiim-d W EIS AWE- Z Treat) is knqYiAuiii RIT
researching, designin ,and prcsducing fi:ii[novative Irwoducts of lidk Ii I
19 �hqua t' y
for-iffie oni!iiriir.e,,iNasle,,iNater,"iindusty-y. We are prciud to st;,and behind our EIIIz
J.'reat Sazitdffledia Filter.
For the 1purpose cff this warranty, "Siervice Provider" Tneans the legal
,Certified Pperator of the system, TIhis Service Prwdder,r,;hall Ihme currevitly
listed on, Sitateand .1 jor.W rcxords as irneefiriig any applicable reqtdrements
req,uired lb.Y�, lave and/or Rlulc!s. Also, Ipu ror rpses oof [him
s docuent,
"Installer" rnearas thie �)erscyrl or cornpari��, that has ii�!iistallif..A the s�, s-teria, and
.1 Y Y
"Ownee, means the person iYfmamt has putrehasicnX.11 the system or pu:irichasccl the
property servicif.-d Iby the s,lystem..
2. DIatureof IWarranty
E Z 'Treat warrrmits to thir,; Owner iIlbiat the E-Z Mirtat Sandffledia Filter
,vdfl functiorii w ilthin prescribec.'11 Ii.mits for a period of twf,) years from ill -.he
,date n f purchwi;e.,
E-Z "I'Veat also, warnaras certhan components al" tliiie system agulinsc
materials, vvofIc,.rnanship and man ul"m.1turing defects -for a pedind a-f two (2)
Years from the date, lial" instaIlaitio:iiii,
'This pVra,,trranty is in addition, to the I'llegall iwarrantics and l0vivner"sfights iril
ac',corcLaniceterm apphicablelavv.,
The conventional warrant ,y of H Z Tmat iis cxp;ii-,rssly linifted to the te-xl. in
this certificate, OjAqjer is re%ponsible :For tcason;,able cue, ;anid
lic.,o:ii,ruiii'ir,cunicat:io:iri,iovitli. the CcIlitified Operator,
3 Service
To make- as claim on IlItis wan.unty, 'tile Ownier shcwid Vwlt t1u.-. reCILD0,15t fig
writing and mail n r i3eli-ver to an aud,ii,iwizeid E Z LTreaat Ceirtified Operaltcw.
The claiTn will be j)VDC.eSSed and sent a1c) E,ZTn,,!w headquarters,
Any clafirn nnlst be receiviclid no later thain two Year ftonri the dwe of
j1puri,hale of the E-vrreat
On re,:ceipil. cff this c,:Jaim., E-Freat i�,)Ir-tlheir auill,horized representative w i III e;wvnirle the
sitliation it the siteand take coffef,.,"Itiverttction',�'liieTe the terir:ns �oliti-ie,�ova.rra.nt:,y,,�:pply,
4, Exclusions and Liniiuvtions
iF�,-z pica, at Company "Warraint,Y Y onl- extends to rep'[i,icunent parts [be; liboir
For installing thcx;W 1i:)arts is not prwt of thi!!,,,warrainly, Any clectrical, clevice
or chxtrical component is exclucled firc)rn this warnani, including
Y
r 'a ep.11cement parts wrid lal.icw.
IN

E,Z Treat is rnot hable for the dis.pensal portk:m-ii.. Iafthe onsite wasiltewater
systern. "I"his portion of thi�:lll rsysmirn is evaluated., designed and clansitnxted
jrm accordance witli local regulations and is wholly sparabi:m IICrrnm ithe
jx:,irl."ornriiance ir.)f the E-Z T.reAil[, Sandt.l�lViedia.'Fii�'llfiter.
rhe followingeonditions are also exiclu&A.firomi the E !Z "Ill"reat iovarx'mrlly:
IF "llis wairrartily does not co,vCr ri,:osmetic daniage or lidaynag-,-., dw ge - Item
arts of Plature, misuse, atruse, irloodiffi.,',lation, inm:jrre'cIt design lor
iricorrecil insilaEllation.
The warrantly is vokil ;if any modificalilons or rqp,airs are imadr. U.)
the:,systeim lll:))r anyone other than an E ZT;lreait appro,ved amgernt:®
IIIW Fallti ire Hof the 11C.)wner tq,.) carif.tol, with the set forth in
tine Oloimer'-,.-r Marmal.,
The immainty is void if any s,yi.-meirn coutponents are� repaired ir:)r
rep.l.aced by parts nrmot supplied or appriwull byr E-Z "'T. 'rr.,zt.,
Thisway-rarrity. is not appllicabh�,.� to SYSteirrus not recei-ving eJllomesfic,
re!,.si(.lential sevvage.
Tilie warranty is ,void if ilt in; Irou.nd thEa. the 0wrimer has failed to,
notify 1C Z'Tireat of any chang ge iriii'the tiIse of the property from its
onginal desigirii.,
.51, Indemnities and Damages
E--Z "Freat's Illiability and obligations under this Yvarranty foir c(vrn;'-,Cfi'V'f'-
rinliaasiilres or mearts of conlectioxi shall be limited Ito the rr,lplaicement of the,
E-Z Treat ISmmmmnd/Mediiia llfflilk,,ir Ill olini'lP.onlents.
6. L.Arnitations of Dainuages
E Z 11"maL is not liable fbir an,.Y datnages stistairred by the IDvvinvr. 1E Z
Treat's corripensation arid indm-irmi.ficat.iq,:m obligations are., firnift..m.,111 to the
P.R...),viSi011s Of this %,arram-
.Y
7. l!"rar-lisfer of Ownership
lirt the even t of tn,,insfer of ovvnership vvitlhiirm ii.,,�mo )e'ears of i,lsc, this'lwarrcmty
shail tramsfr�,�r to the nevv 'Dxner for the relinainder of the period under the
fbflirr,�,,lng mr-iditions,:
a., 'The .Nlew Owner Illmmas ,,k Cr,,,vifiefl Operuilor unilder coutract.
b., Ain Inspection o,ir the E-Vrreait Sximidl.Aeilim shall Ibe clonductirdl.Prior Itan
o-ansf-m-.. ILTl:Pon n;atisfaljr�
tor-Y in.spectiori, the Ovvntr shall obtain a written
relPlical firom tine Certified Operator
8. lnsf.mecfion
The Gwrreir shzill al]'D'YV the Certillied Operator ac(.,,,iBqd;s to the p.n)pr.,,,rjjry and
systern (.,x,) rnponents for, purposes of rieo;;essaiy irri[onitoring and sler,viee—
If 11N.11. Owner.submit; a request of cla irn under iltllris wairrallatyand it hs fi,-mmid
to be in ernor after as clhau,ig xpemeswill e bbilled lio
ror (,firect le
il-te customer" to cover the or,.)st of lbic insjF)ei�,-l.:ll0rI'..
9.. Pliolifies a:A the "MaTzInIty
This %waii-rainty siapersex.les any contract ior underst,-,,tndiinj..,�,, varbal or %,fltten,
ittlo bevareen the, Owner, Cmlified Repire.wntafi,vf,!. of'E ZT.Teat.
3�4

S11,5mt"tlll'iiiClllltf MAIN "'11II'Y°1111MIUt"IVIIIYiPi!!
It is recommended that the system receive routine maintenance, at least annually. Please check your
State and local regulations for required frequency of inspection.
1) Remove the filter and clean, or install a clean filter element.
2) Open the field flush valve and fluush the field for -1 g minutes by activating the pump in "manual"'
position. Close the flush valve (on systems with manual flush valves, close the field flush valve until
deign field pressure is reached).
3) With the pump in the 'manual" position, check the pressure in the drip field by using a ,pressure gauge
on the Schrader valve (located on the air vents), and by reading the pressure gauge located in the
Fleadworks box. The pressure should be close to the same as shown on the initial installation
records.
) Remove the lids our the vacuum breaker and check for proper operation. If water is seen leaking from
the top of the vacuum breaker, remove the cap of the vacuum breaker and check for debris.
5) Turn off the pump.
6) Periodically remove and clean the sir vents, field flush and filter flush elves.
7) Visually check and report the condition of the drip field, including any noticeable wetness/variations.
) Treatment and distribution tanks are to be inspected routinely and maintained when necessary in
accordance with the manufacturer®s recommendations/State regulations.
9) Record the date of inspection as well as readings from elapsed time meter, pump counter, peak
counter, high-level center, power fail counter and any other logs provided in system controls.
Double check the settings of the control panel to be sure no one has tampered with there since the
last inspection.
10.) beset the controller(s) for automatic operation before leaving.
I°°119„�„L..111111JJJ1111111111111111111111111111PJ'//////,%///////////,,,,,,,!l//,„�((!!!!/'l////////////////////6///� F'o ......//// /0.,.,.... .......... ...... .......,, .,......,.,.,,.... ,, ,,,,.,,.....s............................._ ..................
.....,.,.. ,.......
�11L,,icen'ulber 2�0'08 r;

�I III IIG'ilY' MIIY;' ills Ilr' H' � '!! IIY" � ''IIIIIN� r "'iJIN IIN °III' " IIII' Ilw'IPIIIIIG'iu II uI�' II IIII'IIrIIP' I� 11'�IIII'�JKD
V Illloriuullu l t
A drip system has been installed on your property for the dispersal of the effluent from your home.
The drip dispersal system consists of a series of 1✓27 diameter drip tubing. It is designed to effectively
disperse of the treated effluent using a combination of soil absorption and plant uptake. Your drip
dispersal system will function for many years with only minimal maintenance being required, provided the
following recommendations are followed:
Establish landscaping immediately over subsurface system. This will stabilize 'the soil and allow
for the grass to'take up the water.
* too not discharge sup pumps, footing drains or other sources of water to the system, except
for the effluent discharge from you treatment system.
w r Maintain all plumbing fixtures to present excess water from entering the dispersal systern.
Li Do not drive oars, trucks or other heavy equipment over the drip dispersal field. This Cain
damage the drip components or the soil and causethe system to malfunction.
ru Igo not drive tent stakes, golf putting Boles, croquet hoops, etc. Into the dispersal field.
Li Contact you service company if your alarm should sound. The pump chamber is sized to allow
additional storage after the alarm sounds blijt you should refrain frorn excessive water usage
(i.e., laundry) until the system has been checked.
Contact yoUlr service company if your notice any areas of a cessiive wetness in the fiend. 'There may be
soiree initial wetness over the driplines following the initial installation. This should stop once the ground)
has settled and a vegetative cover is established
ll"'a,ge 19

t i ric', t h e t i c i It e r
mm
Note: Maintenance Only
Installation is in Equipment Section
Msll�
Madel, mading :hc NSF ninaill, we cerillfied C lass I
>ne :n rr ore of the Fiyl�ovyllng st;::yH;:lvJs:
N511 MINS 140
t4fl'f' , 11,151 245
114511:: ANSI
0 �2 17 11:1 2 1 I'leat 2 �2017

11"M11 E 0 F C 0 4 T''II 1",), "ll S
1.0 LJIV lddht Ste O-CmfnstsHfttlam
2-0 UV 11 ight Systern, Mdhiniteinaince
Aprv�� I". llll"
�'� eai-WSirst���
m
0

2,0 UV Lig�r,��vt System
'll he UIVIlarnps qILUB11.2. tubes (hw.xrshrig th Ilaimps) Imist be cirm,s,,xinleld ata c)f
eveiy 12 months.
Caurthin: IlDo Inot Iruuin UV IWrips qhy,, Caution: Always turin Offthe:powerto the IN systeiml
FEN IUI'V hioushril.9 w[thi water/effiluent befdre ariy Irmmwmlnnitea'"nimwnrru lama peoloirirned, Use extirennie
befoireturining On Ilpm wei. . caire vyll ilen IIlle LJV larnpi asseirinbily
s,h, Ip, �,i, rurin povver "0F:'F"1' to t�he UV systeirn!
-�dWiiniq in�p and U Meleve.
SwteipZ: illve IN lair i qum
I np idbly upwairlduritil ft is cleimir of thle hioushnig, IfIthel(Nitw )aisslein
..........
Step 4: Usirx a cleani, darnlp sponge oir c1leani,soft cloth,'Mpe iaH re-sAditile fir orn fl,w- quartz tiube.
'3
w. Cleainstut)boirnl, drl�y airleas vvith a Iliauirl cg6la sa Iduraning 1.)iroiduclt,
rape oir lusle scoudirg pads.
Cau,Ualm� DO NCYTsic
....... .. Tlfls Imay sciratch the quartz tube and Mter tpeirfor-irruaince of thie ILIV s stern.
Step S: VlsluaHy Ilmn.q-)ect 1palcdh quartz tudbo, foir ciralcks f,-.)r birleaks; repiaice ziry L.XV 6m^ j,.j asseirnkAy
thait is mar sr scratctled, oir Ibirokeim,
Stqi) Rie ku''weirt the ILJV Illlallnap assewribly Mirftc)l the licitAsirig fitUing that holds
the UNI Illurumwrulhm,und quartz silleeve. (��atjt,Hloriu Cftinrigmeriul oriiiyi
DO INK) T" usie wreniches, iflleirs,, lour other toirds to tilghtlein
Stq!!; T: 'I ui iirii U:joweiii IIaON" tio flie U%if systeiin.
CaH!! 703,353 7°7I' Ior villsill: e!ztiii e at niet Wc!j E me "Irreat

11:10 1113vml 716
11 U�ymarlkd, Vllrq�ifl a 201,156

Matthew &,A,,,nita ldiam.11.)ert
Jack
Chathaliia,i. Countly,'Nollft Clarl,ollina
Oplerat I,o,,,.n, &M,alintenalice Agreement (0,&��,113')
ainnell & Assocliaites,'P.,C.
!Z*1 Caslicade Sinite 1.03
Caiir�y, IN(cirtli Can-flUna 2751.3
P.0 Box 1211,9
Carliall1iiiina 275160
Phain.le: ('91.19) 467-1.239
pax: (1919)319 165110

State of Noiirt,lN Cx1111,41huft
of' 011"&Illlkky
am.
I)lv� lkJon of 'Water ' � �mmui OPERATION all ,,A� 1lI m" IV�AN(!""Il�. ,(�,R, ;nl :MEN° II "l'
Imr'011mIm SI11"'R "" "D SI.O�& 19.1
P�urlq"m'md 24mm "M�s'r"�'>"�,��fi11�J �CiIrmaurity Chatham
k�n!umnmItNIC:
The NJm"Imme agnses to mnhlnNC;,mllnato and m1VYb %111'IIC"m IMe Ismi dwanl'y ra,MdaC111mz wom'' rvi lter 'wwwlh'q'Now and fiP1qi,gaflor,r s",.;Ienv w
AWam'"m'.
L Inspect the ,mgll mu,arop tank aaunamamaall °° Iand piamoammp m,'muam solids as mrme(I
2 1muqpv�m.ft aamlad e'Igmm 'In the seplic tank AWqry
:��' Ohmammbk (� WAm;� ')
mInspect, �m�u� mam�mm mm�ar�ma�nm weekly. chlorine
m:Ulti1mlbecimmS' irnrmmliig II)'m,101 I gym, .gbmam'ihiv man lgmmm% a ire 1'ma°11 ma�CIPlabigle,
4 I nypect the makraa 'kilelm a �bmmmdiam°mutn'nm"m mmmnft m,uamnwia~mldy, ;11ammala'la mam a'"mmmlallaace the Wips and quaairmm 511COVS as mmmMmr"m amd.
mY'aaIRm°maAW
5 hui''m cm all I'm�mamnn mm tanks, pairiqiis, I dams urmmoMlllmllY RenI the Ho'aat.ing scuamn'a IiI in ill'�naamnnlll�nmpa�,„,�amuWc�a��,mm tumnlbI
mn lnm ucn Illm'Immmmnlllmmmn , 'mllmm� scm lmfima tiaan]a 'mamlg nilmn 0111.
mhm mpiri;o'y lam m ugauonm sy^am.m°:Inmm mm'mon'Orlly to v'vInim'1m� . prmmgl°au'am nlem nn'Wµn ;W &I. S'lll'nurmay 11'mn11 there illre (1u km a s.
that megmcmma'mivio g.lr'o'wm.11lm Tnm s W mnIIVmm.ona.mm"'m 'Omm° '"apq lbm^s"wds, that the- trm mgaenmvid 'w as,Ilhm°m^at r num not' mm'lamdnurq,„. in or m�ammalumlirmm,lla.
i;d 'the m:lmsmgnuied mmn;'amm.wmn Ill.am`m°gym:, and !mllf°ma t m1hmac m:mm'm' no m'mlllrol�mwm",1Cmm'aaalgmlk mmdns (Y mqVh�vuhk)
W liaspeill )Vmq ImC""d,m,am sysa"in amm°mm mmml) pmq'mi ap:dnabn mm1 1W. that Mew ame Imleaks.'a0
m'm wreCC;nalllm m ,Ilram'aor'm�m 4.�nnilaa"� mammm mnlgm1nnmi auct mlhmlum dill m'II'm nmmmmammn°mm, � lmmmm�mlgH11,,l alma I irlualmmmmman;lm?, 01T
�" y alma:mn. a�'mm nlrm ��.,ammm Iu� mn anlur mamma.mlmmmm lug nmmnnl. I
m mmmammed� mmmm mn'ammm'mllib mamed�:m., aannUGdll mill pm�mmm�oa'n.' g . � ��d��"��1Ya1�"im�a�'Hil�m.m�gi Illum mom mfliu� �. Imu�,mm m�'m�mmlm �nnm�'m° m'mm'm �n'm�m umlg~'�lCmµ amm�a'murn�' �'m� �m
Mwm'mma:mmmn °m ad m.f Pins mmula n,Q11mn mmalll mWhamWo Q pllaala"Irm amilau,;ll mlllmmwm,°nla`u�mammmmaa'q�
as 1Eaua'Nw the, 1110u71mmommmmg amm'q,mmu:umal In'ec
�Iti' Hn,�G,�ganm',','lam, nib".Ifni&.mmNid tl6mli 'omis poim'nlo on g�Am'a°mlm mPaiaR"VmiklP'm'm"d'Imfill'°gCgw no hmn An IWl ib"! s pi„IC, or 'hi ila"x'p@a`m,llul'tlIi
�q �Ola,na anm!IVO�,i j1f0I'M"Kk U f Qmn III" mroIh!nllyIlVjW alllNAmm0y mmm alll➢;, Wh�gm'e m,'mwlli4"III' o�r mix IAYmqA �om'n'gaQy u""a'mm:mv an "ummulllmimwm
mm"mmCN,mmlllmm4mlll'mm am'BmroP"n� win n Aw Owl mmmnnm'g:m�m"m'mm'mmn liivkl� aialllll"nmmm'lls,m'Im�ll.mmn mn,m we i mllm emu, o � a�ammn IC .�Ic mmq➢m'�Ogv,,,w
mmmmmll mm"m'lllm
1h m mnmWnm`IINUmmKI'A AmmVm, nl"4,gVllmimmmmnn umlllld wllp�wm,"'kii'm,ll'm4. e w"m11"m aN , t'mf.A Ilhnwd ll'1fimWnn'nllm,
n wammmmmm�`m;' DatetM y 7N
2022
u ' IW;mnrW w w:' I< Wo:
'a"a m mnn:amr , I)amm:
""aulm"m'mmmmmmre Waam
Immmina""allimm,mn1mlwmalm ��aaa�lll �mmnl� �'llllaiul� IIIlamua°nl�mmmrm 1!„ml'�mllll'unauuamma
P'aaRllmrm maul fwmm'mmV„m-mm&.ImI IN %Wv 1 01 m

Matthew
lialclk n. ,. I 'Be net Road
Chatham ('11 - - 4� lounty, North C. 4 iarlollin,a,
Cloi Diepiarl,,.m.lent Dienlial, Lle�tteii-1
MaciliConne'll] &Akssoclates, P.C.
5111H IlCascade. Pointe Lain, Suillie.1111M
Car-y, Niffirth CfaiiiniAtina 27513
11.111D., Box 12119
Miowids-villIlle, P11[orth liCairicolina 27SISO
Phaine- 1(91!�,)) 4167-1239
Far: [phone]

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W102
Madkic Limmina
641'Wimbefly Rid,
Apims, �NC 2117523
]Iie„Wr hmpmMessamilt'll" ii-inimil f6t,� a 3 Bedrt'is,',iom �!ioiitie, hw�iifium "T"11, ��), jacl4i
IWii!iii,,,mtt Itd, Dvimmqlwr: , 888
Dear h4s, Lmpfb=�
II e Cotinity Health Divu'zxcm( 5/17/2Rh. & 5/25M
l�e Site designated vm'ith(,;, plat i�Sftc pllgi':rt 11tat
;i1crixift f&�pplicitttcmm, Accorchng to ymix apUmM',,ui the sitt,, serya I-b,i,,, new cmmalwii, c,'
vith'ii Plcigxif1c"Jovv, of 3)60 gallmis pa, dajs. vvtfilxflr'rl' iii, Wu Lm,.nccivvifh Ilie
aroi rifles govi�enirig woMewMer syMcmis in Non![.', 13mmal SWWM BOAS33 In 30:,
lnch,kding relatod stavialmomd 7% IIBpi ,:, Si tur I 8,01t,.cxf' the 0,urctflne AdTlliliiStr IiVC
Riidim 19(')0 aud ruhited nulm.
Band au he c5oda M oW in TWe 15A, Subsimprr 18A, cifthe Norlh Can(cilina,
Cin,,<I c, 1194(] through .1948, to mmWdMn Whommi dn't I he 15fte is I 11"i S I QCT,AIH ]�, 1hr a sarido,',&
beHirro""ni "'nacl ive dem',,,y yr,!witri, qxst ft,;rainM
ponAt Anmpy of to she evabWam is cmclosmi, Ihe she A unmiPabie cm [tie
sub Umagophy mKoAndmapepaddon (RWIMI)
chmmMeAks OsImsturearclay miummlogy) (Rule.1941)
nsl"IAI'o'blc� sc�il wielnv,,,'s il,cmadfion (Rulie,,A 342)
Unsuhabk W dapd; (Ride, 1943)
of i'I'iv"!, (1"hI"4le '', 9,14)
sj!'mcct ar'icl icp�ar�; a (Ri,411c,
(J'ns'"IfliaNe A"n, rrmirifi�lg rcq'IJIcxi seibadcs (Ri Ie , 195 0)
Oflher (R ule , � 5,,)46)
TTI(,'(m Ses"f It Or 60,'� Wd cume pmMMum systarn fhUur% leading to CS
MmIame af mummed sewage on palm gi! (,,ii r'llci surfi'ifxK,IIIpP,p surfh�,:,,o t"wi'i'tersi, diet Udy 10 po'u'111f1 11mr
IV Ih I's fde it
The W noWaHon Idudcd cmMmohn of pmAble she nwTAoMKm, as wdl as use of:
modiRed, innoveUvlar Wmmmivc sy9mms Immyn, be HON'b Dct:arinuienp has dacambed Am
of the, nl!�Ove npfiorhs WM Inamme Me se'Otivc coalft'Jan'.", On this "?%, pt"'uSMbjc ri-light be a
S)":sI'4"n"n u r"sf smviqt� to Onwher wTa MAN W) avaWe to e(NJitJonal
For We renson; so: out abanwhe Ivopeny 4 miumd" fic(l �," AB L N4 R n d nt',-k
ompawem W purrlt s An U he i sred WE K sh c I acc or a nee to it R u 1 a , 194 S (c) „
f,,l, so H"Mflvj (

Natc "La site classified as UNSIMIABLE inaybe clusaffilad as PMV1SMIWNAJL,I Y
SUITABLE if wil'itten dmimentation is PY
,prx)v,idedtliii:atinnets tits requw "cuiuntsofRuliwa,,,,1948(d',,,, Aca
ofibisnileisenclosed, You imy laire a consultant to assm.you if yuu,Msh to try to dc'welop a plan undcr
which ly(�mr sitie could be reelmsifiW as ITOVISIONAI LY SUITABLE,
YOU havc a swight ftBn infbnnal review of this diecisionYou may request an hiifbmrdImview by
fliamoil scientist or enviTamixental health stipervism, at the �ucal liculth uJiepartmieza. Ycia may adso request
an informal review LT tho North Camfim, Depurtmem of Ifulth IlfRum en'ices regional soil
sciii"Mfist. Aii request for infbmml mview mist Ito madie in wnfing to the local heakh dcparttuent.
You a6m kiave a figh� to a fixuml appeal ofthis decision. I'c� pumuca fbimal appeal, you must
Me ill Petition room a contealed citsic hearingwith the O�ffice 1711 New ffqm
Murch W, Ralma; k NC 12 760511. To � a copy, of a Petition IIb ..., yoiw, U12Y write the Offim of
Administrative RemIMO or call the office at 918436 1850 or &wWoamd !R frum the OAJI wet) site, aL
iatpuw,wiw oajimc.gov. niz, petitior, for a contemed case licariqg rmist befiled in ammordaimm with the
proviaim of" Now CorWina Gencial Statutes 13GA-24 anid 15OB-23 ii: Ind all Offier appificable U!)PDVI I ISM Off
I LOO
Chaphr 150B. Nii!!igfiw Carolina Ueneral Statute Mhk���135 i(g) provides thaly4xir heanng mrould b: h,eld in
the county whem your pmperty is located,
Pleasertole: If you wish to pursue a fixmM VNaL, you m3st file thePetiflon Ibrni wfth the Office
of Aidmiriiii1ftfifive Ill mmaa umm, m WITHIN 30 DAY'S OF"K IEDATE OFTHrS LEITER '11ic dame mew this
lettw is U1122 Mieding the 3Gdmy deadEno is critical trim yowright to a founim] appeal,
ff ymi Me a ;mfiii,ma fbr a colitested CaSIC,!I heanng wiffteam Office ii)f,Ajdminiietrative Hearings, you
1:1LM X c1quired by lahm i(N'C Gencial Statute 150B13) Ilhn send a copy of''Your pefifimi tai the Office of
Genem] Counsell MC Depwimiant of Realth ilmd, Human Smirims, 21M MiliA Service Cenfer� Rlallicicfli
t7 V
NC 27699-2001
flile "k,"'caj 1:501,I)l-'I :3
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ISA MAC I&A 1948 IM CLARINFICATION
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Matthvw & Anitla,,l[,',. aiiiirlirilw t
lialclk, Biennet Road
it
Chatharn Collunty, N"lartilli., Carolil,laa
Fliolod,wia ,y R I egmati Co� i liancle ion n- p i
&ASSOChailibes, P.11IC'.
51ID1 'l[,,'.,ascade, Pliollinte Lane, Suite 11103
P.111C)"'.1111:311ox '11-�Z9
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tiorriviville, 11IC"arlDillina 27-56,111)
Phione: (191.9) 467-1.2319
Fax: 1(91.9) 31,9651.0

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Matthew &
Jack, Beliii'ln.let Road
Chii. N, aj,-oina
P.
,I'hreatlexil(..,,ld or Endangered.... ,lq,iva,-tl"',lc Species
Diolcunientati.ion
Sir Fl.111C".
SW,11. illCasicadie 111POinte Liamit, Suitie 111D3
licailir- 9 -ia 2
,y 11.11,11[airth liCarldlir .751.3
1p".111D. Box 129
Ddorris,iirilliie, Piliiimirth liCaiiniAtinta 27560
Phone: (91,19) 467-1239
li`ax:,� (!),19),311191-6510

.................. .................................. . ...
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INAAHM f0r,
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.................................. . . ...........................
July It 2022
ChAsa MacCon&ll
Gmen GWbW I edmobgN
5011 Casicadle i30.;,firitio Lainie
C@QANC 2703
RE No ReMmsHDA184
ra ,� j,,, t ie j: r no i,
DA OWMun SMM, v
MMY Nnuman
a0IJ!!!j1pudy N0ah,))11,jn11 HfrjjHaaj�,e YP1f11j)"VNflj'flj
NCNHDE-M650,
p he Nionti''i, N,BtUirall I Ne`ftagie II`rogra:v,n aporedaWs We oppwtmhy N) pmvwe
Monmatran about nahmaHteritage rosciurces f(M' UIEa 101,11,1opecft r1efoirei,)cx,,,1d above
A quiery q,A:: thv�) NCNHP dealame AdOMms hot there all',E? re,C(Nds for Yana Iran "„lraecka )as, urmrlfaaoutant Inatiuira�l
carrnwnhes, Irnuaaturall airleas, aird/lor conswvaHonbnwwged areas wMAn the propaseal project
boundaIr I hese resWtnwv WeserRed in the attached Docurnerfed Occurrenced Mes and rnap.
An? attached Potienhal Occurrences4able mmmmaHws ua,aulraa sjjc�)ecies anid natlllr'M cor"inrinianitiles b-iiat
have been documemed wANn a onende radbs of the property botwdaq, I he pnYhhty Of MSE�
reccnJssiuggests, that these naturd11 her1tage dirnows noy pokii-ob&Hiy Ifnn,, paalriesern pun Uhie I)irojiectarea
K KAM hablat elsts. Tables of nahawkweas and con Do mat I o ri/rna irUa g aireas vdthiini a crile rnfle
radus of the proNct wen I ivIn are also induded hr NO repon.
f a 1 funfu'alraalllllym hosted spedbs is doomneinted vdtrhrrn the projecft area or IndlMed Minn a ope Me
radhs of the pijiectairei�r-il, tihe,NpCMI oontacting the US Fish and ANdHe Sawke
CUSFWS) hr g0darrcio. Contact Monnation for U!S,FWS,offi(,,'1oS in Ni(-xrth cialr(AIN) iS FC)LAKI heira!
I1ease hote that rahmalherkage elernw dMa are Maintaked hor the puqxwes of conswvAoin
plahing, project rMew, and sclinAl rescarcn, and are not Kemkk For ine as be pArnaw chteh,�q
for regu[atoip�y rr�R)cis, oin!s,, 1i,d:orrrnati1r),n pi,cvide1(J,1")Y Chan datatp&,,e rna�y not be piub,lislrecl
V,6t pi'iIor 'of iriitten reMation to the NCM YV ariinj be criedk.eifJ as an uinfc)irirnat oir
SCRMCle iirl, ti"WRSEn j`)WAkmhonsJMaos of NCNHP data may not be reds1ributed withmA pemnisloin,
Also Ohme nWp that the PQ NAhwal I WMage INDgem rinay NAHi1C%V Chia IlnaaiY&I- nAJUI,i aid6dhon61
cornespondance I a DedicatBd Nature Neserve. Registered I WhIage Areaj amd wyj Water Mm
easerneirL, oir ain,
.ujjrjjrjenjj�ce Chf as lederal Q- Bled spedE)S diomjrnieintez1 in(:'r,111' t1he 11,011()JOCt W(N:l
If you have questions reganing the hNonnabon provided in t[,,:!,, elleir eoir iru(rzeid &,JcfiHoriali assisLairid,,,,e,
pleasecontact INdney A BuHer at: (�r!9191 71C)7 8603
Shcoviy"
NC NAMM HkKage Rygmpq

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