2022-CR-48S REDACTED Repair Permit.pdf

DocuSign Envelope ID: 6BC1C218-1EBA-4FB2-910B-CEAA07BDBA75

P,edmont Health District 111 South Street, 1 SI Floor Farmville, VA 23901

PHONE· (434) 392·3984

FAX, (434) 392•10311

TOO 1°800-828·1120

COMMONWEALTH of VIRGINIA

DEPARTMENT OF HEALTH

SERWIG TilE COUNTIESOf:

AMElJA

BUCKINGHAM

CI-IAALOTTE

CUMBERl.,l,NO LUNlaNBERG

NOTTONAV

PRINCE EOWARO

Sewage Disposal System and Private Well Construction Permit - Va. Code§ 32.1-163.6

Sewage and Well Contractors: Please notify Health Department and OSE or PE 48 hours prior to installation to arrange for inspection

January 16, 2024

1209 Seven Eleven Rd, Cumberland, VA 23040

RE: Site Address: 1209 Seven Eleven Rd, Cumberland, VA 23040

Tax Map/GPIN: 140-33

HDID: 23-114-149

System Capacity: Residential, 450 gallons per day

This letter and the attached drawings, specifications, and calculations (17 pages, certified December 19, 2023) constitute your permit to install a sewage disposal system and private well, if applicable, on the property referenced above. Your application for a permit was submitted pursuant to§ 32.1-163.6 of the

Code of Virginia, which requires the Virginia Department of Health (VDH) to accept designs for onsite sewage systems from individuals licensed as Professional Engineers (PEs). This law allows PEs to design onsite sewage systems that do not fully comply with the Sewage Handling and Disposal Regulations (12

VAC 5-610-10 et seq.) and requires VDH to accept such designs provided they comply with standard engineering practices, performance requirements set by the Board of Health, and certain horizontal setback requirements necessary to protect public health and the environment. VDH hereby recognizes that the design submitted by Mike Craun, P .E. complies with the requirements of the Code of Virginia and the applicable regulations and grants permission to install the system as designed in the area shown on the attached plans and specifications.

If modifications or revisions are necessary between now and when the system is constructed, please contact the PE who designed the system upon which this permit is based. Should revisions be necessary during construction, your contractor should consult with the PE. The PE is authorized to make minor adjustments in the location or design of the system provided that adequate documentation is provided to the Buckingham County Health Department.

Tax Map: 140-33

HDID: 23-114-149

January 16, 2024

The PE that submitted the design for this permit is required by the Sewage Handling and Disposal Regulations to conduct a final inspection of this sewage system when it is installed and to submit an inspection report and completion statement to the Piedmont Health District. The sewage system may not be placed into operation until you have obtained an Operation Permit from the Buckingham County Health Department. This Construction Permit is null and void if site and soil conditions are changed from those shown on your application or if conditions are changed from those shown on the attached plans and specifications. VDH may revoke or modify any permit if, at a later date, it finds that the system would threaten public health or the environment.

This permit approval has been issued in accordance with applicable regulations based on the information and materials provided at the time of application. There may be other local, state, or federal laws or regulations that apply to the proposed construction of this onsite sewage system and private well if applicable. The owner is responsible at all times for complying with all applicable local, state, and federal laws and regulations. This construction permit is transferrable until expired or deemed null and void. A permit transfer form may be found on the VDH website at http://www.vdh.virginia.gov/environmental-health/gmp-2015-01-forms/.

This permit expires: July 16, 2025. This permit is not transferable to another location.

Sincerely, lnDocuSigned by:

L~::c~ yJ C. David Waldrep

Environmental Health Specialist

CC: Shannon Hill, Private OSE

Tax Map: 140-33

HDID#: 23-114-149

January 16, 2024

WHAT YOU WILL NEED TO GET YOUR

SEPTIC SYSTEM OPERATION PERMIT

*Your system must have a satisfactory inspection at the time of installation. This will be done by either a representative of the local Health Department, a private OSE, or a PE, depending on the designer of your permitted system. If your system is designed/inspected by an OSE or PE, they must submit a copy of the inspection results, complete with an as-built diagram, to the Health Department.

*Please ensure that your contractor turns in a Completion Statement to the local Health Department after installation.

*If your permit is for an alternative system, you must sign, have notarized, and record the attached Notice of

Recordation in your locality's land records. Please bring proof of this recordation to the local Health Department.

If you have a conditional permit then you must sign, have notarized, and record the permit in your locality's land records. Please bring proof of this recordation to the Health Department.

* An Operation and Maintenance Manual prepared by the designer of your alternative on site sewage system must be provided to the Health Department (See following page for requirements for an O&M Manual).

Allow 5 business days after all documentation is received for the Operation Permit to be issued. To avoid delays, clearly label each document with the property Tax Map and HDID number shown above and on your construction permit. Please note that due to the individual circumstances of your permit there may be additional required items not covered by this checklist.

*THE WELL DRILLER MUST NOTIFY THE HEALTH DEPARTMENT AND PRIVATE OSE IF THE WELL LOCATION NEEDS TO BE CHANGED FOR ANY REASON. LOCATION CHANGES THAT ARE MADE WITHOUT APPROVAL OF THE HEALTH

E 'ARTMENT WILL VOID THE WELL CONSTRUCTION PERMIT AND QUIRE A NEW PERMIT APPLICATION AND A

VISED PRIVATE OSE REPORT TO PERMIT THE WELL AS INSTALLED.

*WHEN A CONSTRUCTION ATTEMPT DOES NOT MEET DESIRED YIELD, THE WELL MUST BE PERMANENTLY ABANDONED BY THE WELL DRILLER THROUGH CONSULTATION WITH THE HEALTH DEPARTMENT AND PRIVATE OSE (IF APPLICABLE). AUTHORIZATION MUST BE OBTAINED FROM THE HEALTH DEPARTMENT AND OSE TO ATTEMPT ANOTHER WELL IN A SEPARATE LOCATION. IF THE PROPERTY OWNER DESIRES TO UTILIZE A WELL WITH INSUFFICIENT YIELDS AS A CLASS IV WELL, WELL CONSTRUCTION MUST BE COMPLETED. AN ADDITIONAL ATTEMPT TO INSTALL A WELL REQUIRES THE PROPERTY OWNER TO SUBMIT ANOTHER APPLICATION, OSE REPORT (IF REQUIRED), AND REQUIRED FEES TO THE HEALTH DEPARTMENT TO OBTAIN ANOTHER WELL CONSTRUCTION PERMIT.

UNDER NO CIRCUMSTANCES ARE WELLS WITH INCOMPLETE CONSTRUCTION TO BE LEFT IN PLACE OR ADDITIONAL

WELLS INSTALLED WITHOUT A PERMIT.

AOSS Operation and Maintenance Manual Requirements

Prior to the issuance of an operation permit, the owner shall ensure that an O&M manual prepare by the designer of the AOSS is submitted to the local health department for approval. The O&M manual shall be easily understood by any potential owner and shall include the following minimum items:

1. Basic information on the AOSS design including treatment unit capacity, installation depth, pump operating conditions, a list of the components comprising the AOSS, a dimensioned site layout, sampling locations, and contact information for replacement parts for each unit process;

2. A list of any control functions and how to use them;

3. All operation, maintenance, sampling, and inspection schedules for the AOSS, including any requirements that exceed the minimum requirements of this chapter;

4. The performance (laboratory) data sampling and reporting schedule;

5. The limits of the AOSS design and how to operate the system within those design limits;

6. For systems with flows greater than 40,000 GPD, the O&M manual shall include operational and control testing recommendations that shall be based upon 9VAC25-790-970; and

7. Other information deemed necessary or appropriate by the designer.

HDID: 23-114-149

OSE/PE: Shannon Hill, PE Reviewers: David Waldrep, EH Manager

Level I Review Date ofLevel I Review: 12/27/2023;

IN1

1/15/2024

LOCATION

Site features affecting well & septic

X system location identified

Landscape position indicated X Absorption Area X House site located X Separation distance adequate X Adequate triangulation/ scale X

DEPTH

Limiting factors (or lack of) noted X Depth adequate for slope X Depth adequate for limiting factors X

Timed-Dosing specified (if required)

CAPACITY

Absorption area adequately evaluated

X (number and location of borings/ pits) Design flow adequate for intended use X Adequate trench area, based on flow &

X estimate/ measured perc rate Adequate footprint area (including reserve

X area, if required)

TREATMENT

Treatment level specified X Treatment level adequate for specified

X absorption area depth Treatment capacity adequate for design

X flow

Level II Review Date of Level II Review: IN

LOCATION

Site features affecting location adequately identified Separation distances adequate

Landscape position identified & adequate

Slope adequately identified

DEPTH

Depth to limiting factors adequate (A)

CAPACITY

Estimated per rate adequate (A)

TREATMENT

Correct level of treatment indicated

Level I & II Review Form

Tax Map: 140-33 ouT2 N.0.3 N.A.4

X

OUT N.O. N.A.

1 In substantial agreement; 2 Not in substantial agreement; 3 Not observed; 4 Not applicable

Address: 1209 Seven Eleven Rd Cumberland, VA 23040 Buckingham County

Comments

Sideslope - 4-6 %

3 Bedroom (Existing)

Impervious Strata - 36"; SWT- 26"

Install 12"

Pump conveyance - demand dosing.

126.8 gals/cycle @ 36 gpm; 5.5 ft TDH

450 gpd

703 sq ft Required - TL3 to Trench Dispersal 975 sq ft Provided

No Reserve Area Provided - Repair

TL3 w/ UV Disinfection

In compliance with NSF 245 nitrogen reduction.

Comments

(A) If one boring indicates disagreement, reviewer should complete a second boring before concluding that there is overall disagreement.

Use back of page for additional comments, if any:

YOUNGHL

TYLER

OSElPF. R~po1·t fu~ R.!epaiir Penn.it

Properly Lo'1.' .ti.oo:

A..ddre5.'i: 1 09 Seven. E.Ier.-m Rmd., Cw:ribe:rLmd., VA 2304()

Lot: ____8: SeclioniiJi ocli:: NIA Sn di\-isi .

GPIN / 'T~ lap# 140--33

HDID #_. __________ _

Applit".ud I Clie.nt _ failing Addr,es&:

Name:

Adm.'e55: 1209 Sell•en IDevenRoo,!, Cumh p,r];md . VA 23041)

Shami.om D. Hill, AOSE#BSO

Uate of&e,po:ri: _ o~'l?mber29, 2:013

CO. "'fEt'ffS OF R!EPOR.T:

Page•l Page p ge ,3-5 Pa.gee ,6 Page · ·p ge,8 Page,9

Co,.,-er Page as hquued by ~lDH Applicailio:n Co:m.tfuion ~~ment Sooll Smmnilily Report Soil Pro · , e Description llepo:rt llmllllfiel,d. Des.1gn Calcuhti.om.

Gons.huctw:n S.peei:lic.rti.oru;

CER'TIFIC..·UIO :S.'FA TE'.MEI\1

Pagel0-l3 Page M P:i~ IS:

P:ige16 Fage JII. ·

County: BuckiDg!:@m

NIA

·Pmop Specifieabom Sit!!, Sletch GO!l5UUction Th-awing Sw:vey :Plat GonsmlctionNote!i

I heiieby ~ that th!! ,£!'\-,d111:mo= andi'o:~ designs comained he:rem n= ormdm:h!d i.n a=oro!anee mfli fue, Sewa§e Han~ and.Dis:po.sai. R.e;g:uhtiom (12 VJi.C5-610), the Private 1111 ell Re;_eula ." oES, ( L VACS-615) .md other applicable po ·cies ofihe . ugmia ll!pal' ent of~Ith. Furlhe.imme, I ceiify that m r ,evaJuati.on aorl/o:r d6igG a mb:ined he«!io. complies wi1ih all applic:a:b e• ·s,, ~gubliom,, md policies imp em~. by the Virginia Depa1rtment ofHeaffli..

Tms decigill :ms been oompieted. by the !Licensed AOSE ua.dec tlie· mpi:.eering exemption col!.tai:ned m Section.

54.1-40:U\_U .ofth,e; Code ofVirginia.

I recol!llllleilid ih2it a Rma.ir :P'em:rit 1he app:m,..red.

SOILS MU IDRAffiFIELD E,VAL -A TIO. COI\-Illi"CTED BY: Shannon D. Bili,, .AOSE . BS:III

O'IE

YounghlO(!ld. Tvler & Associates.. P.C. reguests .ooti.fu:anoJ!l bv the _oc;al eallli depadment p:ri.octo .Le-vel 2 field 1"e:i..-iews. P ecase, gitve 48 bDm'3 nonice• at (804)74!6-51.i5 0:1: bv co:Dh!cim.E the AOSE • ·;a ,em:ail.

YOUNGBiLOOD. TYUll.&:ASsoc!A'.IE&. P .C. UO!l HANO\llGIW!NDiL,,M'ECR.~VIL - VA23111 I I (804) 7-i6-518i

PAGE _l_

Cum:mon.11\i ealth of Virginia App.lir31 11tii:on. Jb,r: ~ Sf'Tragt· } temD 'i\,' aite Sn_pply o.i,;ner Mailing_.; .. .. ~ 1.2.09 Seven Eleven Road

Cumbe· land, VA 2304D Agent Sh • · n ••. □- H I', AOSE- "l",mmg · :ood, TyJer & .A5sociates, P .C..

:ri.~ --~~ 7309 Hanover Green Drive Mechanicsville, VA. .23111

:SJte. Amhes.s 1209 Seven EJ,even Road Cumberland, VA 23040 fflll:'IC!"-e ooh" Health -~ID.' _ -___ _

'lft2 --------- !1!' ________ _

Fa,:: _________ _

Pfilme 804-698--9719 .I! '804-7 46-5285

3::il 804-730-7624

Di:rertfons ·o Pf,oy.l!llty,: -------------------------------- :SnMi'L,is,w.a. ________________ Sectio:D. ______ E ook ___ Lot ____ _

'fa.-..:. fap "li 40-33 0mm: .,.,.. n-=r=·. ' Immic:mo:a ------

Smrlilge ~>5tun

Type, o:fApp!l"1lf\'ld: App' ocu.:. fun1ew cQ:nsmictron are rised to . ply fair :li certi.:fica.tia;n. Ic~N d21:l!m!li,ne iflandis smiabl.e fur a. ~W.3§1!' 5¥51:e,."ll. ruad to apply for a c,om.s1:rnCti.OD1 permit (1.-a · · fur l& !!l:Wi!l.fus) o.111)• nm iJi,!l!iady 'to-l!ml.liL

()c.er.mcstrolli Letter j C.:onstmct:ioJJ. Peran Q V ohmr.a..-y ·-Jl:gtade· @ R.epai.: P.emti . 0 . :fiI!:o:r fomfic&i.an

Pl"opo.sed Use::

mg e Fiolllliil.y ome .;umbu: of Bedrooms . .L.} Mm-Famiily Ilh\·e-llmg obi. Nillmber ofBlednJoms _ __J

Otha- (ae.scribe) _______________________________ _

B;;r;,el!lll!,l]. • -OND Oom.dmall3l pE:."llW · _5fred'()Y~l-lo Ifye!i, '1 - .h co1Jdrt:ioni ,do you wam·, O Rednced w31!?:r m;v O i.imited0ccupancy O mte:rn.uttemorse350~ 111.5e 0 Temporaryuse , rt t 11!.'ii~ . yea:i:

Do yoo i!,ish ro ·:3pply :fu~ ::.i 'bettmI1eDt:!o:a.n ,e-ligub, '.ty Je,11:e.: _ e::.-0No· rr:b&e• fa :a S.50 f.e,e. for ,~wnro of eligilii]ii ~ _

·wa.fH Supply

Wfilil the: li'!.'l'!iter supply be :: 1blk m0ri -ate. Is · wst-a: sup · (EIE.ri,··as orO'wp,l]S .

If'[l)Wpooed, is: thiE :uep!a em.ent re _ -es . _..:t,,,"'Q H ~<es n .- Hhe ,o 'd -e!ll be :1ibmdoneiil.. Q YesQI'fo

1&ill..any ilmill§):l . ' 50' oftl!.e·pxoposed.'i',,-eD. be ·E>Jmi.te meaf ed. Qy·ei Cl o v.; ell ~e (e ... oomemc nse, .agiru:wrurn1, imgatim. etc.) _[)_o_n_1_e_s_,t_ic_• _U_s_,e ____________ _

A!I]! Applimm:

I:- · ~ope:."tym'.:e _d to ~n,e as.yom ow:u:a:s) ~3!lplaoe afre-=..id'ei!Ja! . ~ ,es _ o All lijlp•lirntiom Uil.19" be :aaoomp:mied iby ·priwte S!!!ctor e,-Ja.bJ.a.tioIE .and de.,.~"llS, iu::nles:; e :pet:moa far VDH sen.rices. i5

· ,red. Is a ~titi .for Service fo~ oched'? . ,Ye~ •·• No Ln onE ~ or Villi to p.ro,:.e:;s :!,<mm ,applic i!tion fur a ~Er.Ka ge s,·:tmi _-011 llill:. illtil.c!l!M a pla.E of the pr ;Jeli'l',!,' .md a .site skeu:h. !Far -ati:o..I !ruppli a pw o:flil!! fro:Jlf!fif :i5i Decoor;mmeri! ;md a s · . , ske'b:b is reqllire:d. · e ;jte 51i;etd:L ~d. :-ho.\·· j'O"!II ;iro]}e.-r, lm.eE, ;iCJ1u3il. illl:l!for !lll.'O)!l!ils.ed buiJ:&ng;, lllli! tlJi! tiEs.'irerl! location ofyO'llr r.nll arnf/or -~~ ;y;'!Em.. Wm!n tlJ.eo site e: •ah:tacion i; rnnd.ucteli! In-:! :prnper:t; · ~;.

ui..-rim,goocmani!ll.d.~!l~o;ed.Q'-e'llilllll! SE! '.age-~;milS.tbe c.emy l!llill!liii!rl!.mdrhe _ ropmJ ,i.:iffid·mftyvfiill._ oo,~ tlletop:igr;•~:

I gwe pem,issfoa: D llhe · :irg;ioia, Depaatrnerrt of Health ro, ent:cr mttc it'll?- ~P=l'l5-itiam, ed,ii'lllrrll§ oomw -~ . bot.m f , tbe pmpDse of [!!roce~ 11hi:i ~D. ami! D pelfumi qiaalit)· ,ili:illlanc:e ched:;, €If e,,~ amii de!>i;;M c ,,· · ~ -a [!I • · ~ On.site So_"

E\'liluator or !?rofesiooal'!E~ - llKH• , • · ·· tlJ.eo ,;ew; ~ di..;po.sru. S)':Il!l!fl im:r,:01 !Jlmmf 'ilo"ateJ _ !has bttn CClll.ilme i:d illl.l:il

1/15/2024

T.ms fo:r.m rnnta:im. pi'rsootiil mforn1a -0111 :~U:bjKt mo ·cfudo5W"e uallu the 'Fireedlom ,o:Hn.fonnafion .c!\.(,t lR.e<i. .isl!d fl, ... ffol9

DocuSign Envelope ID: 6BC1 C218-1 EBA-4FB2-91 0B-CEAA07BDBA75

Condition Assessment HDDf: _________ _

WDES

altion lnf,onn.ation ~ Rei,21111f en Rooid, Cuniherland, VA. □ 'Email:

S,,stem Lot<:.1tieD AddrM..'>: l.2.00 Saet:1 Ele11e1!1 Hoad~ CumbcdBl'.1:1, VA 23040 'I-:a: Uap/GPili:N :!;1 : 140-33 S-1.1.hdfhig_ion: Se-caon: Block:' Lot:

D.i 1'€1<' n,o a·":: :

C Stream Di.sd1:argiilii.g .ystenJI

Penn!i.Ue-.dl ·'.&dlr~oms: :3 ti.,re, IT Aftemative-, 'Treartment Mfg. & Model:

d

:!Failwre Ob.senred •o :repmt£!d by oR•n-er: ,e;;; □ N0: □ R:acir1Up mto · me □ Eftl.ueJJ:t on. the gro1.md sum If mlm-e ob5eI'i.;ed or :rieporte,d. by ,a;i;,mer_ RI:P /UR permit RE·QUIRED-•

... u ......... =· ofO~;m ~~~------- DJlf'e: .· . /s:fa:m . ' lied: _I~_·-----------w:r•e.nil: umber ofBedro-o:w.s.: _J. ____ _

Has pr~-b een occupi.e . . dmmg pre,;,mu.5 30 No

: G--ab;age Diapo l: D Ye~ ii No - Er So:tle.me,r; D ,e ii • o Ja.cuzzi./Hot Tub: D Y e!i ii. N o

Date-, Lase: · e.pti.c TaI!!k Pm:np, Out _____ _

Com oneot S·mhl!:: bee ehecl. uod

Daire of:La:ct Openil:or · ~is:i.t __________ _

No:n- Functia-n.al

: Seu,w ine X X X

Seohc. T.aels. Tees. X X

Punm ' D:i.s.iniection

Tilis form a ndains flHS(lnaJI inform1000 suhji!d fa disc:lb _ n ds- · Fl:ff!d.am l}.flnfurm11ilioo Ad. iRe'L!is~.fr2 ~O _OU!

Fom1 U ~~ 4 of : Co:m:r.~evance l ine I X X

D-B.ox X. X S10litter Marufo!.d.

Heade;i 'IreI?:cli X X Disp.e:rr-...Jil p~ X X

Dis:iDers.d :lll!l.edia X X : Di!;pers:al Pi.eld I X X: :

OOter OdJ.H Add:m.o:m,J! An·lllr~e-i;.

_-:\lw;~ ,'31~ Nreed.ed C i0n.dueted Ob'3er 1n rtio1J1d Comment'i Flow Wa:stenrzcar Sa.IllDlt!!

Dve Te:rt· OdJ.H

I

~\ddit!i.omd C ommea ·and Obsernd:io:ns :·

The existing d'rairmeld is faili.□g and is. to be repaced as per '!he de:Sign.

I

'lihis ·form, m ofa.iJ15 ·p~n:11l mfonmtioo gibj ,K'I: o tifudom:re · dl!:r· th: Fnieifum ,D.finfonIUti1m Art. evi.;eril _ 20 ~01 'll

:Follm l lden1ify ProbGLhle ('.a115e of Component· e ·on (c:hetl all diafapply)c

□ Uoh.own □ Ilml'a,g:ed.lCo!l!lpTomised ■ Defmora-tion □ Hyrli.rulic O.·

Improper ~iamtenanc:e □ Roo.t lmfililration

Desca.ibe tempo:rny ,oorred:i:Ji·e: rec-nmnm .... nded i!C ,- s) md. pm-pose rofaoti (s): R.ed ll.J ce wate Ir us age

N.ml1!!: Shan:non D. H~II :Signature-:

D'.rtec: ----------------

I •

PE-o:&2::·o · I..ice:Jl!Je: Type . .arm.d. Niumhe:r: _A_o_-s_· E_' ·_#_1_38_0 _________________ _

1ihis farm aill.b.im p,m(IW mformui11111 :s hjtd D disdo.sme do- fiM."lfo:m ofln.f,nnzu.til>.lll Ad. . - i3~00. 20 20] .

YO _ GB

.J1 /1 512024 '

SOIL SUMlJIAR'\t REPORT

Date of'Ev.tlminon: 10/1 . fi ·1

Own.e:r:

Eackinebam Colilnty Hea.lfh Dept

209 Seven £ _even Rozrl Cumb. · ·

Property Adm"esS:

GPIN / T.n: :Mia_p #

:Sa'bdi: r.isiOJ!li: NIA

209 Seve

L Pos:ition :i:n Lmdscape: S~to _

2. Ski -e:

'.l Depth to Rod: o:r lmpe:,.-.:om Sfr.Jt.3:

4. I>e: ifo,seascm.aJ! ater · h e {Ou-om.a 25):

5. Free,walerpiie5eM?

6. Sail : , ercc.biion :rate• ~tima d:

Secti.o IBlod: N.IA

Yes:

Des.:cri.be: Back.dope

Primary: 4--'6%

Min: 36"

Not Olbise:rved. □

.Range: = ·mi:h

No e D

No

Yes: 'I'emhn-e Group: ]Th

Emmated Rate: 60 MPI

Lo ,_ N IA

7._ 'Percolafum ~ pedmmed: No Te£.t Type:: A·•;;erage_, · .rare:

N um'her ,ofhoie : Depd! ,ofte5t .holes-:-

Name :and tit

Sile-<!lpPJ"Oi!.i-l!!d: D-rainfiel'd mem:ch bottoms to-'tiie pm:ed! ;a L ' gi:a · e at skete.M=onsb:uel!ion ara\\rmg.

D S:ite disapproved::

osihon m. hnmcape su'bjec to flood.mg o:rperiu.dic s~o · uffi.ciemt depth of smrabl:e soil abm.re• hardi rock u:ffi.ci_emt depth. of ~Iibble !:.oil O'!i.'1!· .s,e~ water table

CX.,.;;LU~=·-· of ab lf]}tio too slow

Cins.wnciemt a.ma o.f~ltle oil requiredfm n_ , r:nn t n,·• d:amil, :resel1ire.a:re;a mpo.s-ed system too close, to \\rell C:Offier (specify): __________________ _

YOUNC~~OOD. T'i'LEIL JltS.SOCL lEi: . P.C ::lO~ HA...~OVERGR!l'!li!NDll - fE-ai..-tNrCSVl!.1.a, V_

¾~-., 1'.\ 1.

OSEJPE Rep-ort for. Repair Permit, Dalo :0fEvah.u1:tioo.: 10/17t2.023 l 209 Se-ven Ele-ven Rood - .Buc-kin,ghrun _County

SOIL PRODLE DESCRIPTIONS

Hale# 1-for..i:mn .Depm (in.) D ~r.iiplion of -color, t k• k.

Te~ •-re .

Grt)ui, BH-1 A 0, .. 4 1 O:YR 413 brown; .sandv loam; friabl-e Ifa BE 4-18 lOYR 6/J i,!de 1:u·own~ ;tiari.d'!' to.am; friab le Ua Bt l l8-26 1.$YR 5{6 ·1.ron,g brown; cla>' tc)llla 1, Wf:ak s bati,glllar blocky m slructiJr,;

Bt2 26-46 7.5YR S/6 strong bro'i'i'TI witli 5YR 5/8 yello ish1 red m oon-oontration.s· c1~y loam,-, weak sub~J;u lar blocky stimc_rure BtJ. 46-60 S'lR 616 ,,eddis.h ycUow with 2rS YR 4l6 red c,) ce:nt~ i :n · and Ill

I OYR. 612 light brownish grny d -plotio~ · c.'la.,y loam.; v.;eak.

SCIDlffli"llleir block V !ti fnable

BH~2 A 0-4 l OYR 413 brown,; samiv ~oam; friabl4- m,.

BE 4-20' HlY R 6/3 oale bro\Vfl: sand\• clav loam; friable llb Btl 20-26 7.5\"R S/6 strong l1rm"n.; clt'L->' [,oow; weak . uhrui:gu tar blocky m s:truc.tUrre Bt2 26-48 1.5YR 516 moo ,. !bfO\'i•D with 5YR 5f8 yello · ish red m conoenllatiomr r.:: lay loam~ weak imbang11lar blocky strudun:.

Bt3 48-60 5VR 6/6 Teddish yeUo •ith L.5 YR 4l6 -.red concentrations and m

I OYR. 6/2 li;ght brownish gray concenbafions;. clay loom; Wieak sUJbangular !bl-~kY structur~ ·

BH~3 A 0-4 1 OYR 3l3 ,oo_it bro'\VJ:l; loatYIJ; friable lib BE 4~ 10 WYR 6/3 Dale brown; :!lall9Y cl;av foam· .friabk: llb Btl 10-26 7 .5Y R S/6 s.tt'OJ'l;g _brown: cla, ~oom; weak s1111b.arlgular blocky JI( structure Bt2 26-60 7 . . YR ,6,/J light brown with 2 .5 YR 4/6 red concentralions :and Ill l OY R. 6/2 light b.ro.wttlish gray depletions; c.fa,y lmu~~ weak sul!murul.ar blocky suui::tu.r~

BH--4 A 0•4 lll·YR'J/3 dark brow.n: loam: fr.iable ITh BE 4-: 12 l0YR 7/4 v:!!Y. v~le \,rowni; '.til!Odi/ day loam: friahl.e Ub BtJ 12-26 7.SYR S/8 s.trOoig brov.,q· .,;:la. , l[)am; wea.k s1L1t;1h1gular blocky m s1rucrur,e Bt:2: 26-36, 1 SYR •6/6 r<,dd;i; h Y1:.:ll-0w wlth 1.:5:YR Sf-6 red conca'.Jttaci.o:ns· LIi cla'l' Ioarrn· Mak sMban~ular blockY struerure Bt3 J.6~60- 5YR 518 )"dlowish red ·with 2. -YR 4/6 red nce!'itratlt)n!i; :and lllil\l

5YiR 7/1. pin . dejl:lt:ti:ons.; c1a}· lo.un; he-a } clay loon clay· moderate .subarumlar blockv .s,trncturo

YOliNOOE.OOD, TYLER & ASSocJA TES,. P.C.1 1 7109 HANCl\'f.& GF,.EU,1 DF..,1 Mf.CHANfC.S [L[.£ , YA 231 111 1 t3ti4) 746-3285

P GE: 1

OSE/PE Report for: Repair Permit

Proposed Primary Drainfield Calculations Type of Proposed System: Tertiary Pretreatment (TL-3) Effluent with UV Disinfection to trench

d. I 1spersa

Number of Bedrooms: 3 Gallons Per Day: 450 GPD

Estimated Pere Rate: 60MPI Hydraulic Loading Rate: 0.64

Primary Area Calculations

Length of Area Required (ft): 65 Length of Area Available (ft): 65

Width of Area Required (ft): 39 Width of Area Available (ft): 39

Number of Trenches: 5 Trench Spacing (ft): 9

Total Square ft. Required (ft2): 703 Total Square ft. Available (ft2): 975

Depth oflnstall: 12"

YOUNGBLOOD, TYLER & ASSOCIATES, P.C. I I 7309 HANOVER GREEN DR., MECHANICSVILLE, VA 23111 I I (804) 746-5285

PAGE _j__

OSE/PE Report for: Repair Pennit

C t ons rue ti on ipec1 1ca s 'fi ti ODS

Annlication Information Owner: Address: 1209 Seven Eleven Road

Phone: Cumberland, VA 23040 Location Information Property Address: 1209 Seven Eleven Road, Cumberland, VA 23040

GPIN I Tax Map # 140-33

Subdivision: NIA Section/Block: NIA Lot: NIA Desi2n Notes

Water Supply

Existing Bored Well

Building Sewer

New 4" I.D. SCH 40 PVC or Equivalent Slope: 1.25" per l O' (minimum) cleanouts at 50' to 60' intervals

Treatment Unit

(1) New Clearstream 600DAC2 with Norweco AT1500 UV Disinfection Unit

Pump Tank Pump

(l) New 1000 Gallon Precast Pump Tank New Zoeller 50 or equivalent

Conveyance Method:

New 2" Schedule 40 PVC Forcemain to a Precast Concrete Splash Box with 4 ports minimum

Distribution Box:

New Precast Concrete with 6 ports minimum .x"'.',£,JHo;"---..

r;,,.,ov -I , 1-?-o ·<,.

Header Lines: YsH~ ') New 4" I.D. corrugated or smooth bore 1500# crush or equivalent; f::,.. HILL er:

Lines Shall extend 2' into trench; Slope: 2" per 100' (minimum) .. ~ No. 1380 P.

,...r'l •.,- • •

Percolation Lines: •cp z/; m 'i'/ ... ?!ti: / <j. ~~;

New 4" Perforated plastic 10001b per foot bearing load or equivalent

~ ,\,~• 01 > IT£. <,0 ••

Slope: 2" to 4" per 100'

Number of Laterals: 5 Depth of Laterals: 12" Below Grade

Lateral Length: 65 ft Lateral Width: 36"

Center-to-Center Spacing: 9 ft Gravel Depth: 13" of#57 Stone

YOUNGBLOOD, TYLER & ASSOCIATES, P.C. I I 7309 HANOVER GREEN DR., MECHANICSVlLLE, VA 23111 I I (804) 746-5285

PAGE +-

Trusted. Tested. Tough.•

Product information presented here reflects conditions at time of publication. Consu lt factory regarding discrepancies or inconsistencies.

TECHNICAL DATA SHEET

MIGHTY-MATE SERIES

Cast Iron Models 53", 57 and Bronze Models 55, 59 Submersible Effluent/ Dewatering Pumps

PRODUCT SPECIFICATIONS

Horse Power 3/1 0

Voltage 115 or 230

D: Phase 1 Ph

0 Hertz 60 Hz I-

0 RPM 1550

~ Type Shaded pole

Insulat ion Class B

Amps 4.8-9.7

Operation Automatic or nonautomatic

Auto On/Off Points 7-1/4" (18.4 cm) / 3" (7.6 cml

Discharge Size 1-1/2" NPT

Solids Handling 112" (12 mm) spherical solids

a. Cord Length 9' (3 ml automatic, 15' (5 ml nonautomatic

~ Cord Type UL listed, 3-wire, grounded plug ::::::,

a. Max. Head 19.25' (5.9 ml

Max. Flow Rate 43 GPM (1 63 LPM)

Max. Operating Temp. 130 •F 154 °C)

Cooling Oil filled

Motor Protection Auto reset thermal overload

Cap Cast iron or bronze

Motor Housing Cast iron or bronze

Pump Housing Cast iron or bronze

(/) Base Cast iron, bronze or engineered thermoplastic ...J Upper Bearing Sleeve bearing <( ii: Lower Bearing Sleeve bearing w Mechanical Seals Carbon and ceram ic I- <( Impeller Type Non-clogging vortex

~ Impeller Plastic, cast i ron or bronze

Hardware Sta in less steel

Motor Shaft AISI 1215 cold rolled steel

Gasket Neoprene

NOTE: See model comparison chart for specific deta il s.

Tested lo S1andanl UL778 ond CenifMldtc CSA

Standa,d C22.2 No. 108 I ZiiW·

-7/8"- --+- (98 mm)

6-3/16" (157mm) fS 1 JD © Copyright 2023 Zoeller® Co. All rights reserved.

502-778-2731 I 800-928-7867 I 3649 Cane Run Road I Louisville, KY 40211-1961 I zoe ll erpumps .com

SECTION: 2.15.020

FM2778

Supersedes

4" (104 mml

SK858

Model

TOTAL DYNAMIC HEAD

FLOW PER MINUTE

MODEL 53®/55/57 /59

Feet Meters Gal. Liters 5 1.5 43 163

10 3.0 34 129 15 4.6 19 72

Shut-off Head: 19.25 ft.(5.9m)

I-

LU PUMP PERFORMANCE CURVE LU

u.

MODELS 53®/55/57/59

- 20 0 6 I

~ 4 0 _, GALLON~

LITERS O

MODEL COMPARISON

20 30 40

I I 80 160

FLOW PER MINUTE

Seal Mode Volts Ph Amps HP Hz Lbs Kg Simplex

M53 ®/ M55 Single Auto 115 1 9.7 3/10 60 23 10

N53"/N55 Single Non 115 1 9.7 3/10 60 23 10

* BN53® Single Auto 115 1 9.7 3/10 60 25 11

* BE53"'/ Single Auto 230 1 4.8 3/10 60 24 / 30 11 / 13

BE57

D53"' Single Auto 230 1 4.8 3/10 60 23 10

E53°/E55 Single Non 230 1 4.8 3/10 60 22 10

M57 /M59 Single Auto 115 1 9.7 3/10 60 29/ 33 13 / 15

N57/N59 Single Non 115 1 9.7 3/10 60 28 / 29 12 / 13

• BN57 Single Auto 115 1 9.7 3/10 60 30 13

D57/D59 Single Auto 230 1 4.8 3/10 60 30 / 33 13 / 15

E57 /E59 Single Non 230 1 4.8 3/10 60 28 / 29 12 / 13

E59 Single Non 230 1 4.8 3/10 60 29 13

• Single piggyback switch included.

SPECIAL MODEL FEATURES

Additional cord lengths are available in 15' (5 m). 25' (8 m) and 35' (11 m). 50 ' (15 ml cord lengths available for 230 V units only.

BE and BN models include a piggyback variable level pump switch .

2 . .

2 .

009897

Duplex

3&4

3&4

3&4

3&4

3&4

Model 53®: cast iron switch case, motor and pump housing, a plastic impel ler and base. Model 57: all cast iron construction w ith a cast iron impeller.

Model 55: bronze switch case, motor and pump housing, a plastic impeller and base. Model 59: bronze construction with a bronze impeller.

Optiona l pump stand (P/N 10-2421) .

SELECTION GUIDE

1. Integral float-operated mechanical switch, no external control required.

2. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477.

3. See FM0712 for correct model of Electrical Alternator.

4. Variable level control switch 10-0743 used as a control activator with electrical alternator (3) or (4) float system.

OPTIONAL PUMP STAND P/N 10-2421

• Reduces potential clogging by debris

• Replaces rocks or bricks under the pump

• Made of durable, noncorrosive ABS

• Raises pump 2" (5 cm) off bottom of basin

• Provides the ability to raise intake by adding sections of 1-1/2" or 2"

(DN40 or DN50) PVC piping

• Attaches securely to pump

• Accommodates sump, dewatering and effluent applications NOTE: Make sure float is free from obstruction.

IA CAUTION I All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be ~- ~--"-'-'-"~- followed includi ng the most recent National Electrica l Code (N EC) and the Occupational Safety and Health Act (OSHA~.

© Copyright 2023 Zoelle r® Co. All rights reserved. 1 502-778-2731 I 800-928-7867 I 3649 Cane Run Road I Louisville, KY 40211 -1 961 I zoellerpumps.com f'S' ~

YOUNGB

T

Pump Design Calculation Sheet

PROJECT: 1209 Seven Eleven Road, Cumberland, VA 23040

Length of Force Main D. Length of Pipe from Top of Pump to Pump Tank Discharge_P_o_in_t_~

Fittings Used: 90 Elbow ---> 5.7 x 2 11.4' 45 Elbow ---> 2.6 x 2 5.2' Check Valve ---> 17.0 x I 17.0' Gate Valve ---> 2.6 x I 2.6'

E. Added Equivalent Length of Pipe due to Fittings (Sum ofFittings Used) F. Total Equivalent Length of Pipe (C + D + E) G. Friction Loss/ 100 feet of2" Sch. 40 PVC Pipe at 36 gallons/minute H. Total Equivalent Length of Pipe (F + I 00)

Friction Head (G x H)

Total D~ namic Head I. Static Head J. Friction Head

4.0'

36.2' 56.2' 3.8'

0.562' -2.1'

3.4' 2.1'

Total Dynamic Head (I+ J)..__ _ __ 5_._5' ___ __, Pump Selection Discharge: 36 gallons/minute at a TDH of 5.5'

Zoeller Pump Model #50 or Equivalent

Pump Tani, Dnrndo\\ n Calculations K. Total Length of 4" Pipe in Drainfield Filled to 60% Capacity L. Drawdown per Pump Cycle M. Pump Tank Volume per Inch N. Drawdown Height

0. Pump Run Time (L + 36 gallons/minute) P. Pump Off Time [(24 hours + (Daily Flow + L)) - O]

Emcrgcnc~ Storage and Float Spacing Q. Emergency Storage Volume (Daily Flow + 4) R. Emergency Storage Height (Q + M) S. Alarm Float: Height Above On Float T. On Float: Height Between Off and On Float (N) U. Off Float: Height Above Top of Pump V. Block & Pump W. Total Liquid Depth X. Total Height from Bottom of Tank to Alarm (S + T + U + V)

Remaining Storage ((W - X) x M]

325'

126.8 gallons/pumo cycle

21.64 gallons/ inch 5.857"

3 minutes, 31 seconds 6 hours, 42 minutes

I 12.5 gallons 5.199"

3" 5.857"

2" 18" 49"

28.857"

435.9 2allons

YOUNGBLOOD, TYLER AS SOCIA TES, P.C, I I 7309 HANOVER GREEN DR., MECHANICSVILLE, VA 23111 11 (804) 746-5285

PAGE,~

t"l

1~

Static Head= 3.4' Frictional Head Loss = 2.1'

Project: 1209 Seven Eleven Road, Cumberland, VA 23040

TDH= 5.5' Discharge = 3 6 gpm Electrical Conduit

. ". •" . . ·• .. · ..•. · • .i . .- . •I

► I ·: I I ~MAXIMUM USABLE VOLU~-------

Effluent from Septic :

l MINIMUM 1/4--11►~5 199"

' DAY STORAGE ► ~

: ALARM FLOAT

r-----------------------------------

:oNFLOAT 3" I I

CLEDOSE ►§

:oFFFLOAT ~----------------------------------- : 2" ~--------------------- --------------.---------'...L___, CK&PUMP

I .

I I I I

PUMP TOBE

SUBMERGED AT

ALL TIMES

1 · ·-·

Union&

Watertight Seam

2" Sch. 40 PVC Force

Main heck Valve t

: TOTAL

: LIQUID

: DEPTII

I I I I I I I

_J

"ti = e "O

(JQ ..,

~ a g C (J) cc· m

(6 Q)

CIJ

I\J m t "Tl

CIJ

I\J ib rp i

CIJ

DocuSign Envelope ID: 6BC1 C218-1 EBA-4FB2-91 0B-CEAA07BDBA75

-a ....s

-<..ti

/G New Splash.

Box to New 6 Port Min.

D- Box

Possible Existing Dr~I ew Clearstream DAC2 with Norweco =-±:J-

AT1500 UV Unit to 1000 Gallon Pump Tank

Dwelling

V' E ... . ) \ +-----< n Eleven

DRAINFIELD COMPONENTS:

(1) New Clearstream 600 DAC2 with Norweco AT1500 UV Disinfection Unit

(1) New 1000 Gallon Pump Tank with Zoeller 50 Pump

(1) New 4-Port Min. Splash Box to (1) New 6-Port Min. Distribution Bo

(5) New 65'L x 3'W laterals installed at a depth of 12" below grade on contour, 9' o.c.

NOTES:

1. No installation during periods of wet weather.

2. Existing drainfield area is within the proposed drainfield;

To be installed between the existing trenches.

3. All replaced components are to be abandoned properly.

I Dwelling

Nv,1..1HOF~ " ~ ·v;,,;,~

'-'h~

~-v ~\ I c:J 4 sH/\NNO~ \ i >- \-\\\,.\... p!.1 t~ NO- ,3BO Rt

\~;zftrl& ll V....11:e nNq1'i'£.'§S0'_.•• v--?+♦~ ... 'l

OSSI

xisting rainfiel

Measurements BCl > DFl = 55.5' BCl > DF2 = 61'

BCI > DF3 = 88'

BCl > DF4 = 91.5' BC2 > DFl = 78.5'

BC2 > DF2 = 36.5'

BC2 > DF3 = 73'

BC2 > DF4 = 107'

ConstructioW•tlrawing 1209 Seven Eleven Road

Tax Map# 140-33

BUCKINGHAM COUNTY, VIRGINIA

YOUNGBL

TYLER

ASSOCIATES, P.C.

CIVIL ENGINEERS, PLANNERS

& LAND SURVEYORS

7309 HANOVER GREEN DRIVE

P.O. BOX 517

MECHANICSVILLE, Vo . 23111

(804) 746- 5285

DATE: 11/29/2023 SCALE: 1" = 50'

DRAWN BY: MCR CHECKED BY: SDH

CJ

C (J) cc· m (D c... 0 :,;, -0

(D ,,, ~ 9 ;o 0 a, z CIJ 3:: ~ ,,, 0 ~ ~ z m :!l CIJ ,,, :t 5 .,;; "Tl

0 CIJ

"' 0 <O rp (/J ()

~ m z ~ ,,, 0 r --1

CIJ

CJ

z CIJ ;o )> 0 --1 )> 01

I z ..., r

;o ,,, ;o

-u ,,, ;o 3::

"' 0 <O

(/J

~ z ,,, r "' z ;o

I i z " (/J i::, :e

I hereby certify that th is droinfield survey, to the best of SOURCE OF TITLE my knowledge and belief, is correct and complies with the minimum procedure and standards established by the State Boord of Architects , Professional Engineers, Land Surveyors, Certified Interior Designers and Certified Landscape Architects.

DB 80-393

Plat: DB 11 4-482

NOTES:

1. This plat is based on a current field survey.

2. This Parcel appears to be located in flood hazard Zone X as designated by Hud per FIRM Panel map number 51029C03008 effective date June 17, 2008.

3. Survey performed without the benefit of a title report and may not indicate all encumbrances on the property.

4. 1.0' contours in drainfield areas are field shot topography with assumed elevations.

s. The G.D. Hosaflook plat was not recorded as of the record search for this plat but we now understand it is recorded.

6. The purpose of this plat was to determine if the proposed drainfield area was on the lot.

Une Data Tobie --LINE BEARING DISTANCE

L1 S 89°40 DJ" W 81.07

Curve Dato Tobie

CURVE LENGTH RADIUS CHORD BEARING CHORD DELTA

C1 45,08 1476.52 N 89'27 28 W 45.08 1'44'58

Drainfield Location Survey on

2.106 Acres

North of

SEVEN ELEVEN ROAD

YOUNGBL

TYLER

ASSOCIATES, P.C.

CIVIL ENGINEERS, PLANNERS

4e LAND SURVEYORS

Curdsville District Buckin g h a m County, Virg inia

DATE: 17 November 2023 SCALE: 1'=100' CHECKED BY: MLP

JOB# 1408 33 FB: 248 DRAWN BY: KAS

2700 COURTHOUSE CIRCLE

P.O. BOX 715

GOOCHLAND, Va. 23063

(804) 556-3900

OSE/PE Report for: Repair Permit

Construction Notes:

• Notification of installation shall be given to the designing AOSE 48 hours prior to construction/installation of drainfield. Voicemail messages must be confirmed by the AOSE to create an inspection appointment.

• There will be a fee of $400 charged to the installer for the inspection. Checks shall be made payable to Youngblood-Tyler and Associates, P.C.

• Completion statements will not be released until payment bas been received for the design package and the inspection fee.

• The use of gravel-less media is prohibited unless otherwise stated within the septic design package or approved by the designing AOSE.

• Any changes to the design presented in this septic design packet must be approved by the design AOSE prior to installation.

• Hydrophilic plants or trees shall be removed if within 30' of the designed drainfield area.

• No public or private underground utilities shall be buried within 1 O' of any portion of the designed drainfield area or any components of the drainfield area.

• All Local, State, and federal guidelines shall be followed during the installation of drainfield . The installation must follow guidelines set forth by OSHA.

• No installation of drainfield during periods of wet weather or wet soil conditions. The Virginia Sewage

Handling and Disposal Regulations set guidelines to determine the suitability of the soil conditions prior to installation. 12 VAC 5-610- 700 Site Preparation and Alteration should be reviewed by the installer prior to installation.

• No sump pumps, floor drains, condensation lines or gutter runoff shall be placed into the building sewer or directed towards the drainfield area.

• Water Softener should not be plumbed into the septic system. It should be plumbed to daylight away from septic system.

• No permanent structures shall be placed within IO' of the drainfield area or any component of the septic system.

• Any soil cover over the drainfield area must be shaped in a way to allow for positive drainage and shall be seeded and strawed to promote the growth of grasses to prevent erosion.

YOUNGBLOOD, TYLER & ASSOCIATES, P.C. J J 7309 HANOVER GREEN DR., MECHANICSVILLE, VA 23111 J J (804) 746-5285

PAGE D

.. _K.UJ&PS

WlilWl.&J9

CLEAR STREAM®

WASTEWATER SYSTEMS. INC.

P 0 . Box 7568 • Beaumont, Texas 77726-7568

(409) 755-1500 • Fax: (409) 755-6500 • www.clearstreamsystems.com

OWNER'S MANUAL • PARTS LIST • OPERATING MANUAL

FLOW DIAGRAM • INSTALLATION INSTRUCTIONS

DESIGN DRAWINGS AND SPECIFICATIONS

SERVICE POLICY • LIMITED WARRANTY

MODEL 600DAC2

NSF/ANSI 40 Class I, 245,350

INTRODUCTION

The Clearstream System is one of the finest aerobic wastewater systems available today.

Our system converts the sewage from your residence or business into a clear, odorless liquid . This high degree of treatment is accomplished at a remarkable low operating cost per month. The system has been simplified over the years to make it as inexpensive to operate and as low in long term maintenance as possible. Homeowners who have lived with the nuisance of a septic odor lingering in their neighborhood will truly appreciate the pleasure of owning a Clearstream System.

Clearstream Model DA Systems comply with NSF Standards 40 for Class I residential wastewater treatment systems, 245 for total nitrogen reduction and 350 for onsite residential and commercial water reuse treatment.

PROCESS DESCRIPTION

There are four basic zones or compartments to this treatment unit. Wastewater enters the aeration chamber of the process tank, where it is mixed with organisms formed during decomposition of organic material in the wastewater, mixing in the chamber is achieved by release of compressed air near the bottom of the chamber through fine bubble diffusion.

A conical shaped clarifier is located internal to the process tank to provide for separation of the solids from the mixed liquor. The mixed liquor passes into the bottom of the clarifier by hydraulic displacement as wastewater enters the aeration chamber. Solids settled from the wastewater are drawn back into the aeration chamber from the bottom of the cone by the hydraulic roll created by the air released in the aeration chamber and are dispersed by the mixing induced by the aerator. An airlift assembly controlled by a timer and solenoid switch borrow air from the aerator to divert a small return of water from the clarifier back to the pretreatment tank. Approximately 7 hours of return is needed for treatment system max flow to provide de-nitrification. Discharge of the final clarified effluent occurs through a submerged tee assembly located below the clarifier surface to prevent discharge of solids that may float on the surface of the clarifier.

When disinfection is required before final discharge, appropriate disinfection options are available. If used in Std. 350 operation the Clearstream Model CSUV1 unit must be installed on discharge.

When properly loaded and maintained, the aforementioned process allows the Clearstream Wastewater Treatment System to provide years of satisfactory service for the consumer. Clearstream Model DA systems meet the performance requirements of NSF Standards 40, 245 and 350. Actual GCT test results used to determine Clearstream's certifications met Standard 2 4 5 averaged <10 mg/I BOD, <10 mg/I TSS and >50% total nitrogen reduction.

OPERATING MANUAL

In the event you experience a problem with your Clearstream Aerobic Wastewater Treatment System or if service is required, you may reference the Clearstream Control Panel Cover for the name, address and phone number of a local service person that can provide service for your Clearstream Unit. After the expiration of your initial two year service policy provided by the system installer, you may obtain a continuing service policy on a yearly basis which will include terms comparable to the initial service policy from a local service person that is trained and certified by Clearstream.

In order for the Clearstream System to function at optimum performance levels, the system will require periodic service. The normally expected service that is associated with the system includes:

1 . Repair or replace aerator

2. Clean filters on aerator

3. Break up scum in clarifier

4. Pump sludge from aeration tank

5. Pump sludge from pretreatment tank

6. Check aeration diffusers

7. Check surge control weir

8. Check denite effluent return flow

9. Replace UV bulb (when UV is installed)

2 to 10 years 6 mos. to 2 years 6 mos. to 2 years 2 to 5 years* 2 to 5 years* annually 6 mos.

6 mos.** annually

* Any sludge removed from pretreatment tank or Clearstream Unit must be disposed of according to all state, local and federal regulatory requirements.

•• Denite return is factory preset. In field adjustments allowed by Clearstream trained professional maintenance personnel only.

To remove solids from pretreatment tank drop pump hose through access opening on top of tank all the way through to the bottom of the tank. Pump out the whole tank volume, then fill the tank back up immediately. To remove solids from aeration chamber, drop hose through access opening in tank all the way to the bottom of the tank. Pump only 1/2 of the total tank volume and fill tank back up with water immediately.

To determine if all system components are functioning properly, look and/or listen to see if the visual/audio alarm system is illuminated or making a buzzing sound. If the alarm is activated, then either the aerator has lost air pressure or the high level float inside the clarifier is indicating a high water level condition. Verification of either condition can be made by checking air pressure from aerator with a pressure gauge and opening the access opening to the treatment unit to see if the water level inside the clarifier is at alarm level. After inspection of the clarifier, be sure to securely fasten the access cover back in place and tighten the tamper resistant screws firmly.

To determine if the system has the desirable "mixed liquor" and effluent characteristics, first remove the access cover. Monitor for odors coming from the tank. If the odor is a sweet or a musty smell, the system is operating in a desirable aerobic condition. If the odor is foul or smells like a rotten egg, then the system is operating in an undesirable anaerobic condition. Visually monitor the "mixed liquor" for color. If the color is a brownish color, then it is operating in a desirable aerobic condition. If it is grey or black in color, it is operating in an undesirable anaerobic condition . The system effluent should be clear with very few noticeable light brown solids suspended in the effluent. The effluent should not be dark or turbid in color or clear with great numbers of light brown suspended solids noticeable. After inspection of the system's interior, be sure to securely fasten the access cover back in place and tighten the tamper resistant screws firmly.

In the event the alarm panel light and buzzer is activated, call your local servicing dealer whose name, address, and phone number should be affixed to the face of the panel.

To collect effluent samples from a system, a sample port must be added downstream of the effluent discharge. The sample port should be installed so that effluent cannot remain below the discharge water line and build up solids. A sample bottle should be capable of being lowered into the port on a string and laid on its side in the direct flow line of the discharge and removed when full of effluent.

The expected effluent from the system should be less than 25 mg/I CBOD and less than 30 mg/I TSS with a PH range of 6-9 and total nitrogen removal of a minimum of 50%.

For the first two (2) years from the date of installation, your local servicing dealer (from whom you purchased your Clearstream System) will make periodic inspections of your system to make sure it is functioning properly. The dealer will perform necessary maintenance to the system at no charge unless the required maintenance is not warranty related . Pumping of the system is not included. After the first two (2) years, the dealer will offer a continuing service policy for a nominal annual fee. The two (2) year service policy (two service calls per year) and the continuing service policy are minimum requirements of NSF Standards 40 Class I, 245 and 350 certified wastewater treatment systems. If local service requirements are greater than those of these NSFStandards or if the local regulations require others to perform the service on these units, Clearstream's limited warranty will still be honored .

For the Clearstream Aerobic Wastewater Treatment Unit to function properly it must be used for the treatment of domestic wastewater from residences or other waste flows with similar loading characteristics . Typical domestic wastewater consists of the flow from toilets, lavatories, sinks, bathtubs/showers and washing machines. To prevent malfunctions of your Clearstream Unit, the following guidelines should be followed:

1. Any sewage system, whether aerobic or septic, should not have inorganic materials (plastics, cigarette butts, throwaway diapers, feminine napkins, condoms, etc.) that the bacteria cannot consume, discharged into the system.

2. Large amounts of harsh chemicals, oil, grease, high sudsing detergents, discharge from water softeners, disinfectants or any other chemical or substance that kills bacteria should not be discharged into the system.

3. Excessive use of water, over the design flow of the system, or organic overloading in excess of design parameters will cause the system not to perform to its fullest capabilities.

4. The proper operation of this or any other sewage treatment system depends upon the proper organic loading and the life of the micro-organisms inside the system. Clearstream is not responsible for the in-field operation of a system, other than the mechanical and structural workings of the system itself. Field abuse and overloading of the system can only be cured by the user of the system.

5. When wastewater discharge, into a Clearstream Unit, is seasonal or intermittent to a point that the owner wishes to turn off the electricity (for more than three (3) months) to the aerator, no special service is required.

CLEARSTREAM INSTALLATION INSTRUCTIONS

Before installation of the Clearstream Treatment Tank, first install a pretreatment tank

(septic tank) with a volume of not less than 50% of the gallon per day rating of the Clearstream Unit. Pretreatment tanks shall comply with minimum sizing specifications outlined in the Clearstream specifications section.

UNLOADING/PACKING INSTRUCTIONS:

1. All compressors are packaged to prevent damage during sh ipping and handling.

2. Please be careful during shipping or handling of the linear compressors they are fragile and can be damaged if dropped from only a short distance. If dropped hard enough the cast aluminum housing may be damaged and render the compressor useless.

3. The most common issue resulting from a linear compressor being handled inappropriately is the safety switch being tripped . Please refer to the repair manual for switch reset instructions if the compressor fails to power up.

4. All control panels are packaged to prevent damage during shipping and handling .

5. Clearstream electrical control panels are fragile and should be handled as such during shipping and handling . All electrical control panels have circuit breakers, lights and electrical connections and many have relays and timers that are all fragile. Components may be replaced if damaged but if the panel enclosure its self is damaged the panel may be rendered useless.

CLEARSTREAM TANK INSTALLATION

1. Prepare an excavation having minimum dimensions of at least one ( 1) foot larger than the dimensions of the tank. Make sure the depth of the excavation is deep enough to allow gravity flow to the inlet of the system and that the excavation bottom is level. Never install the Clearstream tank deeper than a depth that will require more than a maximum of 18 inches of riser depth. The access cover shall always be above final grade after tank installation. In appl ications where more than the maximum 18 inches of riser is required , install a lift pump upstream of the Clearstream tank to pump the pretreatment tank effluent to the Clearstream tank at normal grade. In these special applications where a lift pump is required, contact Clearstream for more details as to pump size, maximum dosages and maximum flow rates.

2. Set the Clearstream tank in a prepared excavation that has a solid , level bottom that will eliminate tank settling . The excavation bottom should have no rocks or sharp objects present.

3. When lowering the concrete tank into the prepared excavation use a spreader bar. Only spreader bars and other lifting devices, that have been designed and tested for lifting Clearstream concrete tanks, should be used. Never lift concrete Clearstream tanks unless they are empty of all liquids.

4. Make sure the inlet 4" PVC pipe is aligned properly to incoming sewage line.

s. For the Clearstream Unit to function properly, the tank must be level. To properly level the tank, lay a three (3) foot level across the tank in several directions. Shift the tank in the hole, as necessary, to make the tank level in all directions. The tank may be sl ightly out of level, but it should not be out of level enough to cause tank malfunctions.

6. Fill the tank with fresh water, checking periodically to make sure the tank remains level.

7. Connect the 4" PVC Clearstream inlet pipe to the incoming sewage line. Make sure the incoming sewage pipe is level with or higher than the inlet pipe to the Clearstream Unit.

The Clearstream Unit should only be connected to a plumbing system from a wastewater source which has been properly trapped and vented in compliance with State and Local plumbing codes.

8. Back-fill the excavation in layers with back-fill material that will settle properly around the tank. Tamp the back-fill material as each layer is placed around the tank. If necessary, use water to help settle the soil around the tank. Special care should be taken to either tamp soil under where inlet and outlet pipes are bridging the excavation or use some other method of supporting pipes across the excavation. Do not back-fill with heavy chunks of clay or large rocks.

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