5-County Approved Septic Design.pdf

OIVISION OF EWRONMEI{IAL HEALTH

223 EAST FOURIH STREET/ SUITE 114

PORTANGELES WA 08362

(360) 41 7-2332

CLALI"AM COUNTY DEPARTMENT OF HEALTH AND HUMAN SERVICES

DIVISION OF ENVIRONMENTAL HEALTH

SI'tI) REGISTRATION

ON.SITE SEWACE CONSTRT.]CTION PERMIT

srR# Zaro 4 -6qtrO4

APPLICANT INFORMATION (Property Title Owneo.

NAME: JQh! HAUOT

PROJECT INFORMATION

DIRECTIONS TO PROJECT SrTE (trom Courtholse)

ID

0) o q_

It os (,o N N) oso

FIRST MI

82 Red Hawk Rd.

LAST 1 30 Red Hawk Rd., Sequim, WA 98382 hr{r -I tN

CURRENT

AODRESS

CITY urm WA 983 pnore (360) 477€569 Deniator@ appealed lo lhe Health Oflicerwithrn 15 days ofthe deosion date.

PROJECT AODRESS

Thb conttruction permlt oxpl1o3 3 yea.a trom dat€ ol llsulnco.

Rlpllr P.rmtb.rc vllld io.6 lrlonth! only.

Any change rn building or sewage d6fDsal plans or localDn invatidates lhis pelmf unless prior appoval ls oblatnecl lrom the Eovrronmentai Healthoivieon and Desrgner.

1 30 Red Hawk Rd.. Seouim. 98382 ror srzr 2.43 ac[es zoNtNG NC , *sronoor"ls _l_ I hereby acxnorvledge that I have read this appticalron and strte that the inlomaljon suppli€d r! correct l agre6 to compty w{th a County and State larvs regulallng actjvities covered by lhis pomil No rcfund evailable afler plan revietv completed 'Purchass may also be [sled here

WATER SYSTEM: PTivate WeII

RE

PROJECT DESCRIPTION, (NEw X ExPANsIoN REPAIR

Single Family Residence @co o-

0)

DATE

2- ? ) t uslrn I Vrncenl

Namer John Haupt dA Rrtne"l'.

04Yl ltrAddress 82 Red Hawk Rd . Sequim WA SB 382 zo r,-i 764

PLOT PLAN

9.

SEE CREATIVE DESIGN SOLUTIONS

PLANS FOR JOHN HAUPT

ff car+ v14u5/ br'lilr^+' ib ra ,i{n-/J a /-<-al fit> f{,mr"/L a>VSa' I !

0)(o o

+ tn<lvtl)+' 3|5le-4^ P

J- W\6 | hut] u/ Jetrgni*- 1v Z\L rt tV fr: ) hSTb/1uJ1/t--t-o

RECEIVED

APR 24 2025

CLALLAM COUNTY HHS

!NVIRONI,IENIAL HEALIH DIVISION

a7 ,t/ @ x-o t- 2 Y lelEvlrrors I een*, i,a,t

I PIN = 50a (Assumed)

Kt tnta = lee 'r-

SYSTEM TYPE

'/2,.1 Community SYSTEM NAME

Name nlel Heallh r9nalure Pump inlet = 493'+/-

NUMEER OF

CONNECTIONS

SYST USE SFR " IND

Denied GaUDay 240

App Rate: 0.6 opdfff

Expralron Date

Leng rh 300.0'

F6

Oepth

Total Fees

Dale Received /-r11 r

R &e,pr #t5z1tr7cr I _111 $ procZ6!7) i/zsfiS

P^f mc nl on

SEP#

z9LS' o'

JJ8Til B. VT{CRIT

FII.IALEO BY

L_ /___J INSPECTED

OATE

(_ i__J as EutLT

I

1 tnstatler

I Tank Size. I 0OO ST 1.000 PC

I Or"'*",0.-ll q /zr/z/ when filed return to:

2025- t470416 P.9. lor3 Aer..tr.nt Shoid Erc.v.t r.s

Cl.ll.6 Counly vl.rhrnston 05/15/2025 03 55 32 Pn llll l{rJEllll[H['liU lHl lUll tl0 I il l,,l[hii]il\,i, Il ll !

Shold Excavating lnc.

P.O.8ox 179

Port Hadlock, WA 98339 ry EXCAVATING, INC.

Sand * Gravel ' Crushed Rock'Soptic Systems ' Concrete ' Landrcepe Product!

(360) 3ts-0480 (360) 3&r.0st2

FrI (360) 386t92 P.o. Bor l79,l2t Pomt.ll Ro.d

Porl H.dloc\ WA 98!39 D.!l gncr@cnhonabold.coo

Opera6on & Maintenance Agre€ment subsurface drip l.rig.tion system

This agreement is entered into between the Grantor, shold ExcavahnS lnc., hereinafter referred to as the Operator and the Grantee, JOHN HAUPT hereinafter refe.red to as the owner(s), on this Date oslt312025

Property Address HAWK tN. SEqUI , wA 98382

Tax Parcel lDf 04

LegalDescription t-oT 2 PIERSON SP PHASE I V31 P3O E2 NW

The dwellinS unit on the propeny utilizes an alternative on-site septic system; specifically, a subsurla(e drip lrrigatlon system. The on-site sepic system is required to be monitored and maintained in accordance with regulations at stated in WAC246-272 &WAC246-272A and with counly department ol health directives. Removal. replacement, or alteration of this system must be in compliance wlth all applicable culrent state and county reBUlations Sovernlng on-site sewage.

The Owner of the property is responsible for allthe costs associated wlth monitoring and maintaining the on-slte septic system. The company responsible for monitorinS the system is:

2025-1470846 05115t2025 03:55:32 pM ZoI3 Ctafiam County, WAAGREE

Shold Excavating

The purpose of this a8reement is to outllne the responsibilities ot the owner and the operator reSarding the monitorihg and maintenance of the on-site septic system installed on the property. An Operadon and Malntenance Manuar will be presented to the owner at the time of installation by the designer.

This agreement will become effective immediately after the on-site sep6c system is installed and will condnue for two years. The rate charSed for thij service may vary.

The first routine inspection shall be performed as per manufacturer recommendadons after fircl use.

Subsequent routine inspections shall be performed annually.

This atreement will automatically renew every two years, unless replaced with another service renewal aSreement or an agreement approved by the local health department, with an Operator certified to mohitor and maintain the on-site septic syst.m. lf this atreement ls canceled, the owner must notify the operator within 14 days prior to the renewar date. The owner must arso notify the county hearth department within 14 days of the cancella6on date.

lnspections performed by the operato. shail include, as appllcable, but will not necessarily be limited to the following:

. Check septic tank, pump chamber and filter for signs of surfacint effluent, evidence of heavy traffic, inappropriate buildings or impervious mate.ials near the tanks or pods.

. Check the system for any abnormal setflint, erosion, or modification to the .as-built drawin8.

. All pumps shall be checked for run-time per cycle and draw-down.

. All alarms shall be checked for proper operation at high and low ljquld levels.

. All control panels will be checked for correct setflngs of "on" and .off. times, as submitted on the final "as-bullt' drawint.

. The septic tank, pump chamber and the filter wlll be checked for excessive scum and sludSe accumulations, for sitns of leakage in tanks or risers and for secure riser lids, wfth materiai intetrity.

. All bafrles wlll be checked for blockages, proper placement, and materlal integritv.

. All bame fllters, as applicable, will be cleaned and lnspected for material integrhy.

. Check the vegetation to ensure that it is an acceptable source and that it is belng malntained, as weather permits.

Such Inspections willgenerate a report, which wlll document the lnspection and may contain recommenda6ons to repair or lmprove functionality ot the system. copies of this report will be filed with the county online reportinB system and mailed or emailed to the Owner.

The Owner shall be responsible for complying with the instructions ofthe Operation & Maintenance Manual. The Owner shall be responsible for nofifying the Operator, lmmedlately, of any percelved problems with their on-site septlc system. Particular attendon must be paid to the pump or timed dosing problems. All access risers and access ports must always be kept lree of obstructions. The owner shall grant access to the propertv to any Shold Excavadng lnc. pe.sonnel and shalt notify the Operator

2025-14708/0 0511512025 03:55:32 PM 3 of 3 Clallam County, WAAGREE whenever the property is sold. lf the property is sold, the new owner must be advised of and assume responslbillty for the Owne/s obliSations under the terms of this a8reement.

The Owner will be liable for any unscheduled service call char8es o. .eplacement parts. Labor charSes and replacernent parts will be subject to separate billing. AII the service calls on alarms for adjustments and/or repairs are char8ed at an hourly rate.

Please read the owne.'s manu;l for addltional instructions for operahon and maintenance for your on-site septic system.

Owner Name

Owner Name

State of: tLlnsht nrt#an 0 t,tllau I

County of u on this day of Mu 5- before me, the undersigned, a Notary Public in and for thJstate of drily andcommissioned and sworn, personally appeared the ind ividu a l{s ) described the foregoang atreement and acknowledged to me that he/she/they, siSned the same as his/her/thelr free and voluntary ad for the uses and purposes therein mentioned and on oath stated that he/she/thev were authorlzed to execute said agreement.

Given under my hand and officaalsealthas

'2.D15 plt' day of Mn-uJ

{Notary Pub

ResidinS at:

lic in and for state of tdrt r

$e*n P-at j, vrnqgfil Expire5

.LOL1

CASS^XDRA DIAS

Not.rY Publlc !tst. o{ w..hln$on commlltlon, 21036282 l y C;m. ExPlr.. ilov Z'. 2027 o",", /n/y /qf 2o2{

1",,. --*,.,,.", ' ?4,^.-' '*dnr rHrr,.rz Bor E63

.i'!,,rsWA!BT7 (3601/!?'2112

CLALIAIi COUN'IY I+PARiMLIIT OF COUSUIITY OEVILOP'ITNI oMsrox of EtlvleollraENT^l rlE^llTh

Sl'l t: taECts- {A'l tON

Jerry L. Jaeoos 360-452-4592

Jacobs No 203851 sR, zo0v.oo(o +

PROJECT INFORMATION

DtILCITONS lO PROJECT sl'IE (rdr Ns,6t ce{y Rort)

Highway 101 easl approx. 7OO' before Kirk Road. Subject prop€rties are on south side of road.

PRo.trcr^oonEss: off Highway 101 ror s,zr 2.46 (e)rsr zoxrnc 1i) warrn sysrlM Private Well pRor€cr DEscrrprolr Single Family Residence 't.,t,t-! At^,.ii<- C /t

. APPUCANT TNFORMATTON (proporry Ti € o\f,n€r).

NAME Graham & Joyce pierson FIR5I MI L'!sT eoocess: 259796 Highway 101 crrv : Sequim, WA, 98382

- . ^-. -/ +'lolo ffi rr*n*l"lT.t@ o.,.' I lu 4 Fees $60.00 R6ce'Fi # 94807 D;6-iZlbl03 'IlE pspq 6l rlE f .ir.td n b F,d,o r..gptt tn n ,,ntfud.i ro dbrid q nor ! t,4. .t Fop.ri, rl af,e,.rrr sfrr I I *d.*.{. a.pal .rt tr tn E h, rrE d i- rco b. r.d ,n t-, ot dda tr 6.Otul! h o..rt d.pcd p.rn{ Iti ito,iot dt !..v.br..j 'me r.gut ro n .ttct , t E itr oa mE .EU.r6 ll .h-06 @r n dE Sr.t d te.l ,.ed.ra! aM6.g 6.a. *.0. drpqd .r.r.trb,{t tuE. !, wil b. 6td..d n rr, rm ot .pp&e.r ,q , @rr.w.0. .riF., Fh't r$ r.t d rir.bb .i- uD Er prrdr.<, ^rpr.cerr Sam6 oer r 1 ,/6/04

It o o N

N o oo o N

N' oo o

(t c cto-

=p-t!)

9.

T t\)too u \r ar rr'Bxi^r pr0r.n

I. il ill l,*ilt[).':'1')"*t8

'x ln \ ri{ n l

\^x'tr l l,^rl --ii r, ix Ii tir*1ffii,-"ll},,ifllq1' Hrtr \ [.I l| | l's^N,r Ii,^n .^ l,:I E!!ll3r!Abfe![.] ", 'n 'tr

\ ''ul8.. '. \\{'1,,,^$ .J.

r" tr itiis:;:,1:; ;::,)ui,'hi $N'F.

tlll l,!4r(!jirtillr ! (,1 .'

. rY- , ,, ..ii-slll vl.Rll.l( A ( N

PLOT PLAN

d,V

I i

.'t o

,fr'r bo

,s l,,} o'oo a f,\t ,v

Ly ltu ur,r.En d ct.[.m cd.t, ruerr orertra @orJrttw ]e *{6..a ttE lollMi si tog. d t. ! nft to b. .gd.1, r.F.st.d I +pert lu nE.a.,l i.r c+.bb ot.uFo.rrE m *.t .dn!. -a6.t.y(d, rd . _leb Lrrr r_rd.rc. lrEqt J qr_, (:t [.m Co6t, H@n,t d.p.'I.rt F.t6 .id Doqhfr r6Ft to -, ot rh. .bos cmnl. ,n ,6rEi(B ttury p_s ro, .pp..t trl. d*trEn nr srrt| w h,n(ro, d.r. ot ,r rr.b ot t,n d.@ )

Nolc. Ch-06 !o rh. {., eh - gl.dg, qrn, lil e, a cb...q ctuH ,ur. 0- d (raF. tjt L .id VOt) o ,x ta

-. {U1 '_*,*_&*,t

U

- . r",,. /-o<-q 6 Jerry L. Jacobs 5100126 aorGiional On 09te Wdewaid Tr.st ned OcsiorEr

I

I

Netafim Biolineo Dripperline Design Recommendationa - Baeed on Maximum Emitter Discharge Rate Per Day

J.t!a-Erlhffi tlv, 9d.. ZrE

D.dan d Sy t)46

FWII

trrrf :qrlv I'larn! Er.gutnft l\d;ETid.

r

S!v. to Fit.

SraenrSer*re ti*:lE

|.{&inrrn Enl, O.dl-!. Ri. P, gld Erirr Fo na. t

Syltam OJli lnput

,Fdrriar Ar.. n ctlld | !4J'. f..f -Tdd A'rE r o, Ediir. Flojrrd lhrl -TCd Nrrt-o, En*'t int! DilfiJ - Zql.lfrmt.lo

M,ibrd2,,r' t lrrura ot ga;r. pr arr ttsai I tlrn!.. or Enrlh. P.. Zr.' I t{rilrsn rt rt d LdrC. pn Zt,r. t M.:i!rm Mrrb .a Lrrd. p, Zrr. ,t ft *.. otL&d.Ihd v, b. U-dffii

Iluinrrn L..grh o, Edur. La..dr B.d.n Ht prtnrt' 3i Flo, Fr. pr. Z..r tcFi.f, Lt ni&O C-oEirv d DrlrE rd pr Zqt tGdtdf a.a Addta'l ndr frqrrcrli b Adflnnrda. FLdr.E V.t6ty. f.f flfia c!..!c'llrc HdiE Codr lGdat ldC.layLi,IIAdef R ttirrdo.

rU(l'E Ca-t, tE&r !, Zor.t dE tE' r{dd'E Ca-ry (G{r.l o, EaCyU;. Mrirda rd Oi.r't ..

iart Lo.a f.. O-rg r ?:tll CrcaF.iciflLarotra)hg+CyurriMr$dd. tt R'r.h.'ns.dyrirriJl#lEt t!Fddi6LEinE .tyuirll.rrJ.tdtF-dt.ii ai

- tirr =E .iryi-l'furn.,r'ro6-t?tqr!Dfr|aF-iI-ad.rJ R!.rrH.ordraBrhr,ffid rdpb.rrri,r-trrarillTF ru{tTcd qari3 trdt i'l F- d rb.d ft

Cod t.[t L.rah Tdd 9/-nAri,ir pi Oo tl,irEf rae anar pr Zrr fr. O+ir.ir.ri ia Tdd gin e.arlg EwtF- D.i' In irrFaE..fiOoftrif ttr T'.'. &.!r...'DE .rrr,Esardrrurr o-,irre Af i

Iot.t ttraafi tnto.tlra0olr

Btrtr|g l6Pr.{l t6 t.0

0.07 2.lit

AN

&.afrcafffi Oo.n9w(, P,Elri!P,D-{9ja{ h.rr.. Fr W-. d tbE' vdurr d . slrEtr Oor. todr.T

Panll tdacfa Rrren

IDH (tCd Drlrrlc }.d 'nR.E

CalcutJton Orrtputs t.t p'GrllFddH.d aa h Spii'E h-r Dt*rr tf.d,-I

&,r..o.zrr,-runFr 0*uttr tanac.I

Ehi$6 OrrE frun ArDbrb.. T-i t}ra (ft.|- El.t amOrr.tni(h..Tr{b(|!DFiJdlr-I-I

LrErrd 9.Cr[hr9.CyrnrrrvarcarfrlE r|...aFle.- 94dyt r i |,l,irdd.'- St d g.Cyr ltftdPir(itl:,I-

AetudvrrCarra

Lad Orrt d Ptc. tirti-I l- I

Erihd FrrF Flo. F.rEi l2rE 2

Creative. Design So.lutlons, lnc., post Office Box 2lgl, port Angeles, WA 9E362Irump Chamber Catculations (lncluding pump Timer & Float S6ttings) For: John Haupt, Driplino, 21(3O{W), parcet #043021249040 2 Bedrooms - 240 GPO t2 Dosss per Day ?.6 GpM Totat pump Rato I plmp With irLL = 20 tnches

Datey'Tlme: 02t03t25 Og:57 AM

Pumping Requi.sments ll Tlmer Onloff Seiinga:

Galtons per Dose (From page 3):

pump Minimum Base Des6n pumping Rate:

Deslred pump Rale Safety Fsctor:

Desired Pumping Rate (each pump):

Desired Pumping Rate (aI pumps):

Desired Pumping Cycte Every:

Pump 'On' time every crcle:

Pump "Otr time every cycle:

13.3 Gallons

0 Gallons wiich drain bact into surg6 tank a{er each dose

13.3 gallons per dose

6.9 GPM pe. pump

10%

7.6 GPM (Minimum BaEe Design pumping Rate + 10%)

7.5 GPM (7.6 gpm pe. pump X .t pump)

2.00 Hours

'1.75 lrinules Pump On (13.3 galons per dose / 7.6 gpln)

'118.25 Minutes Pump Off

Pump On:

Pump Off:

'I Minutes 45 Socoods +/- 0 Minutes 5 Seconds 1 Hoors 58 Minutes 'tS Soconds +/- 0 Hours 6 Minutes 55 Seconds

Oata E Enter Data On in Shad€d Cells - Remainder of Cetts Aro Catc

Number of Tanks:

Dist From lnlet I e To Lid.

Reserve Avail Above lnlel i.e

I 11 lnctles 11 lnches ompac a

Number ot Tanks:

Dist. From lnlel l.e. To Lidi Reserve Avail. Above lnlet i.e

CompartmentGallonnd Septic Tank lnches lnches ump Chamber Size:

Number of Tanksi Resarve Avail Above lnlet ie

1000 callons I

11 lnches NORMAL inlet or rnto riser ACCESS NOR NORMAL or ACCESS l Compadment

YES (YES/NO)

2.0 lnches

0.0 lncrles

20.0 lnches se

MLL = M nimum uid Level ant "Off'Desired?

istance, "Off' to "Redundant Off':

rof PC to Bottom of Pump Vaull L Above Bottom of Pump (Orenco vatue) 0.0 Safety Faclor above MLL l Phase ns

0,5 HP110 Voll No. of P

Gallons 180 Gallons 519 Gallons mum

2 Tableotal Reserve Available From Pa

Minirnum Reserve Required se This Minimum Reserve

Copyright O Michael S . Deeney, 2023 Page 1 of 5

Cresuv_e- Design Solutions, lnc., Post Offico Box 2lgl, port Anqetes, WA 9A362Pump.chamber Catcutations (tnctuding pump Timei i froii SEiting!y For John Haupt, Oripline, 2! (30.4\i4, parcet #04302i249040 2 B€drooms - 2io GpD 12 Doses per Day 7.6 cpM Totar pump Rat6 r pump with HLL = m rnch""

Float Switch Settings and Reaorvo Volumes (Cootinued):

Date/Tim6: O2lO3t2S O9:S7 Af, MINIMUM SURGE CAPACITY SETTINGS IIiAXIMUM SURGE CAPACITY WITH MINIMUM RESERVE VOLUMErtoatsetting@ Chambe. Detail):

31 I lnches 979 Gallon Totsl Reserve Volume

1l-0 lnches 519 Gallon Reserve Volume (Pump Chamber & Septic Tank(s) - Above tntel i.e.)

20.9 lnctlgs

0.0 lnches

4.1 lnches

2.0 lnches

20.0 lnches

,160 Gallon Reserve Volume Pump Chamber Up to tnlet I e

0 Gallon Override Dose

90 Gallon Surge Capacity

Oistance ftom Redundant Off to Low Water Pump "Off'

Distance from floor Io Redundanl Off'level.

0.0 lnches (Distancg ) pump Chamber

Ftoor to Bottom of pump) cll6e\D.LAFn.suFut.d qro2!?.ro.o c*

Float Sottings forTatimum rble surge Capacity Available Whil€ Retaining lrinim um Reservs Capacity

'11 0 lncies 519 Gallon Total Reserve Volume

11.0 lnches 519 Gallon Rese.ve Votume (Pump Chambor & Seplic Tank(s) - Above tnt€t i.e )

0 0 lnches 0 Galloh Reserve Volume, Pump Chamber Only

0 Gallon Ove.nde Dose0 0 lncies

25.0 lncheg

2.0 lnches

550 Gallon Surge Capacrty

Drstance from Redundant Off'lo Low Waler Pump ,'Off'

20 0 lnches Oislance lrom floor to Redundant Off levet

(Distance -> Pump Chamber Floor to Bottom of pump)

Copyright O Mrchael S. Deeney, 2023 Page 2 ol 5

0 0 lnches

Creative Design -Solutions, lnc., post Ofiice Box2tg7, port Angetes, WA 9g362pump chamber catcutations (lncluding pump Timer & Float Sdttingi) Fo.: John Haupt, Driplino, 2l(30-4W), parcot ffN302t249O.t0 2 Bodrooms - 240 cPD 12 t oses per Day 7.6 cpfl Totar pump Rate 1 pump with MLL = 20 rnch6

Waslswaler Flow Per Bedroom:

Total Number of Bedrooms:

Total O6sign Wastewater Flows:

Anticipated Actual Flow Pe. Residence No. of Residences (Based on 3 Bsd.ooms Per Residence):

Anlicipated Total Adual Flows:

(190 gpd X 0.7 rcsidences)

Use This tlaximum Antlclpated Actual Flol,3 for Design:

Number of Drainfields:

Doses Per Day Per Drainfield:

Total Number of Doses Per Day:

Pumping Cycle Every:

Gallons Per Oose Required:

Overnde Gallons Per Dose:

Use This Gallona Per Do6e:

120 GPD

2 Bdrms

240 GPD

190 GPD <.-- Based on 190 gpd monthty aveEge per Gsidence from View Rrdge proied (Metcalf & Eddy Wastewater EngineeringO.7 manual indicates ma(imurh daily flows of 1gO gpd for

133 communities).

<-- Fo. Commercial Enter Total Estimated Wartewatrer Flows <-- For Comm€rcial Enter I Bedroom

Oate/Tlme: O2t03l2S O9:S7 Ait

Override DoseyDay

160 GPD (2,/3 of Oesign Flows - llarimum flows aflowed boforo taling corroctive action3)

(lf doseyday is a fracrion then use the integer here and use the override Gal./Dose bssed on the frac{ion)

2.00 Hou6

'13.3

<=:= Provrde entry only if wish to ovgride -Gallons per Dose Requrrgd- rliich equals:

13.3 G.llons

4,1.9 Gallons

100%

Gallons per hour are derivod from the EPA "Process Design Manual. Wastewater Treatment Facilities for Sewered Small Communrtaes", october .t977. pag e 2-21, Ftgure 24 Minimum Surge Tank Storage Capacity Required:

(8ased on maximum gallons remaining at end of hour) Additional Slorage Capacity Desired for Safety Faclor

(As more resk en@s are added, less safety factor is required)

Minlmum Desigo Surge Capacity:

(200% of eslimated maximum ga ons remainrhg at end of houd

Total Surge Capacity Available if Needed:

90 Gallons

550 Gallons (5't 1% Addilional Capacity Over Design Surge Capacity)

Copyrighl @ Michael S. Oeeney, 2023 Page 3 of 5

Creative Solutions, lnc., 98362

For: John Haupt, Oripline, 2 Bodrooms - 240 GPD 12 Ooses Per Oay 7.6 cPM Total Prrmp Rate I pump With tr,tLL = 20 lnche3

Date/Time: 0ZO3l25 09:57 AM

I ttlte c,t [Jay ourgE rarr^ - \rlruutt I - 0Er,r.rr lu ucry

AM

Copyr€ht O Mrchael S. Deeney, 2023 Page 4 of 5

Creativ-e. Oosign Solutions, lnc., post Office Box 27gZ , port Angeles, WA 9g362Pump Chamber CatcutaUons (tnctudtng eump rimei &-rioli 5iltfingsi ----- Fo.: John Haupt, Driptlne, 21(30{W), parcet #043021249040 2 Bedrcoms - 2,10 cPO 12 Do3es per Oay 2.6 cpM Totat pump Rate i pump With MLL = 20 tnches

Oatenime: 0?,03125 O9:S7 AM of Gallons Por Hour

(GPH)

Average Percenl Porlion of Antici-pated Actual Flows

GPH Ot Tolal

12:00 AM

0'1:00 AM

02:00 AM

03:00 AM

04:00 AM

05:00 AM

06:0o AM

07:00 AM

08 00 AM

09:00 AM

10:00 AM

11:00 AM

'12:00 PM

01 00 PM

O2:OO PM

3.1 0.8 0.3 o.2 0.3 0.7 1.3

13.8 -14.3

13.3 11.2

2.0 0.6 0.3 0.3 0.5 1.0 7.6

14.1 't 3.8 12.3

1.1% 0.30/o o 2r/.

o 2y.

0.3./.

0.6% 4.2% 7.9%

6.8% n

'13

9.2 7.9 7.0

8.5 10.4 14.6 14.6 12.1

3.6

10.2 8.6 7.6 7.-l 7.O

5.7% 4.8% 42% 4.O% 3.9% 4.Oo/.

4.4y.

5.3% 7.0% 8.1% 7.syo 5.6"/0

3.8% 2.60/"

03:00 PM

04:00 PM

05:00 PM

05 00 PM

07:00 PM

08i00 PM

09:00 PM

10:0o PM

11:00 PM

12:00 AM

7.9 9.5

12.5 14.6 13.4 '10.1

6.8 4.6

I

Maxrmum rn Tank,--->

Pump DosEOF Pump Ooseo m n p ta

13.3

13.3

'13.3

13.3

13.3

13.3

13.3

13.3

13.3

First Day O, Op€ration

Second Day Of Operatioh ump me

I J,J

13.3

13.3

13.3

13.3

13.3

13.3

13.3

13.3

13.3

'13.3

13.3 ofo ration second oay Ot Operation ump ime

Fir6tDay Of Operation

Second Day Of Operationllons n Tank End Hour

'l

11.7

'18.1

26.4 18.8 24.8 18.5 24.2 37.2 35.9 44.9 37.6 41.6

Portion Of Oose Nol Used

,1.3

13.3 o o o lons n Tank

End Hour

4'l.6 30.3

4.7

11.7 22.7 18.4 20.1 26.1 18.8 24.8 18.5 24.2 37.2 35.9 44.9 37.6 41.6

Portioo Of Dose Nol Used

1.6 o llons n Tank

End Hour

6.7 '18.7

16.4 20.1 27 I 19 8 25.8 18.5

42.9 38.6 44.6 35.3

Porlion Ot Dose Nol Usod llons n Tank

End Hour

35.3 37.3

10.7 10.7

6.7 18.7 16.4 25.4 27 1

19I 25.8 18.5 25.5

31.2 30.9 42.9 44.6 35.3

Portion Of Dose Nol Used

NS

n Tank t End

Hour

Portion Of Dose Nol Used o o llons Tank End Hour

22'l

Porlion Of Dose Not Used o

44I Gallons 44I Gallons 159 6 -36 9

44 6 Gallons 44 6 Gallons

Copyright O Michaet S. Deeney, 2023 Page 5 of 5 o o G

EXISTII.I€ RESIDTNCE

(a2 REo tlawK RD.)

NSTALL 80

A|R/yACUUy

VALWS

CONTINUOUS

FLUSH

HF)DWORKS

PROPOSED PROPOSED

RESIDENCT

/$a

IOOZ+ RESERVE

DRAINFIELD A

tN' sogcK rO EX/5NNG / SURFACE llAlER 1

-( INSIALL I,ffiO CALLON S-f.

INSTAIL

4. GSTP

(s.T./P.c.)

(ROOM FOR rVO

GLENOON MJI PODS)

Fobruo.y lO. 2025 lO:52:15 o.m.

Drcring: TAUPT O4JO2 1 2lgO1O.DtyC.DtrC

@ cREAflvE DESI,N soLUTtoNS, lNc. 2o2s to

-. SOILS WHERE CONNHITD

Af l*rs-t{,ctnov ox 2,/s/25 RY'Cgs.

lOO,SOBACK rO WELL

I t% hg1 +l-A-. ' I e PROPOSED

WAIIR I

I

I

I

I

I

-t -.497t*,1

INSIALL

1" CS\P

tNsrALL J/1' SCH. 40 PVC

SUPPLY MD FLUSH LINES

.t '-=--- 498 b

INSTALL JOO LINEAL FIO OF NETAFIII

DRIPUNE HfH 4,12 GALLON PER HOUR EUI|TERS AT 12 INCHFS OU-CTNTER. LrcEID

NSTALL SIX RUNS IN 1HREE LOOPS-

INSTALL 6 TNCHES atLow tnsnuc caeot I SFF DfiAII S, Mru-T DESICNER PRIOR IO I

INSTALUTION RLGARDING SIN<INC OF I

sYSTr M (AFTiR strl cLaRNc).

Ond

SEE LEGEND ON SHEET I

PROPOSfD

DRI'€WAY

fxlsftNc

IRET LINT

,L

PROTSED

FOtfER . , PROPASED

ORIWWAY

I

I

I

I

EXISTING

POWER

METER

4-\0't )5 oetAl

PROPOSED

DRIWWAY

EXISTING POWER

TRANSFORMER

50j -._ fxlsftNc aox

EXISTINE

UROEN

BEOS

PROPOSEO

ORNEVAYo 20 v---v.- v--v_ rr roccrrrr\

OF

I

EXISTING

JUSNN B. VINCENT

N]E E A PI.AIINNO D@UUEN| ONLY

NOf FOR COIJsTR{/CIION UNNL sanc PRfltf ts pPRovfr gf tHE |]E4-IH DEPAR|\&I

IOIE:

R€D IATX RD.

tRRlanoN

REVISION OATE

DRAIYN BY: JU''nN B. WNCENT

SHEET J OF 9 OAIEI 2./lo,/25

SEPTIC SYSTEM, PARCEL

SITE PUN DETAIL

FOR: JOHN HAUPT

043021 249040

2 t (Jo-4w)

CREATIVE DESIGN SOLUTIONS

Soptlc 9ystefi, ooslCna, Ponttlta, t losgectlon, p.0. Box 2787, PoRT AIGELES, WASHtilGTofl S8362

(800) 3s5-7296, (360) 157-6353, EUAIL: UtKEeCDS4YoU.C0U

(p cDg

INSTALL I,000 _

GAII ON PC I

I

EXIStlNC 6R{vfL ----\

PARKIIIC \

I !

-!r.-

I

I I

I I

I

I

I

EX,s NC SURFACE WAT€R, PER CULLA}I COUNIY

LIDAR UAPPINC- I

I

/ tooz+ RESERW

DRAINNELD ARFA

(ROOU FOR two GLENDON 3t PODS) fxtSlNc

TREE LINE I

I

I

I tt0''I.l

I

I

TXISNNG

EXPMEA

LrcEND

PROPOSTD

PROPOSEO RTSIOENCE

SEE LEGEND ON SHEET 1

FflSflNG

POWER

MEfER

EXISf]NG

CRAWL I €X6NNG

AROTN

BIDS

EXISTINC POWTR

IRANSFORIIER t FOUND

REBAR

SURVTY

APPROXIMATE LOCATDN

OF EXISIINE IRRIGANON

LINE

EXISTIN6

gox

TXISTINo R€SIDENCE

(82 RED HAIIK RD.)

JUSTN 8. VINCEI{T

THIS IS A PUNNINC DOCUIIENT ONLY

tfif FoR coNsfRl/cllcrN utmL

W THE HF'L TEPAR|IIENf SEPNC PERYI| IS lPPROWD

NOTE

SEPTIC SYSTEM, PAR 43021 249040

SITE

FOR:

PUN

JOHN HAUPT 2t (30-1w)

(U CREATIVE DESIGN SOLUTIONS

Sopt& Syttot DoElgts, Pefl,,ltt, E lnwclono p.0. B1x 2781, PoRT AiGELES, WASHIXGToII 08362

(800) 3s5-7296, (360) 157-6353, En/\IL: XIXEeCD54Y0U.C0cDrt

REVtStON DATE

DRA\{N BY: JUSnN B. WNCENT

SHEET 2 OF 9 oArE: 2/ro/25

X -l.---.,",* ) a \1 lo, 2025 1O:52:15 o.h.

tauPf o1Jo2 1 2 4n $)- DU/G - DtlC

CREATIVE OESIGN SOLUTIONS. INC. 2025

:E

FI

o

(o o- {z

-:l =tr s =c)!a

:o Irts vt oz

I

I

I ti fr il a i.

-D ho ho'-l U) il

E

E

I t

II

Xilch.n Dict Rd

:t

I lt'J/ ft g T mo d U' o'

H

E Rzo

B x

F

E

3ho.,tsII-q

TSHH

sFp

EEx s.E hr!

RGsi!9 P3:

Eas i*i

LQ

at E e

*6*P6

"I3,1{"c,t*:o.

s>s*i .eE;s,!

-!!-o iP!il&

E;isE i*ssi ii$sB

EEF:;

l-cHt =3

;=$Ft=- Fem sHt-r'

EFE X

Fiig BEq ] FfiQ !

^i aj Fjta-:!*e! '' l=N

NEA

lq i) cs:HEil iiHESI lI"s"E $l!rri gs!{ei si::=s

$tsXrt5s I t il cl)

ESB

aoB $B:

Ai!."!r;ti

E$FE:!

$l\ *lu' Nre

R3Btst q

J il -i

E

I l l

F

I i

I oa

S q

TIt.

Ii> rH!C!r trio SrB E.f HHr :Ri EE;'til drire+

IE

6i s a

I l i E l

I

E N

H F

F

H t>

R

E h

H vi

B Ir dss

EP

l- -p Nd

TB

EEtp g

E =t B s d i

ES*FF=O

Qh .i i

EH$$

SrlErgth

EE=S

"iEB

*FS

il:l clB tqj

:!E *Br lr- ;3i -oo- :Ed i$t sEs :.8 . rt R-{i!

o.

\agt i,GTI hF a'

E=s h6J

Ent FiqF'p Hjg

FI;

15 -.1 !

Fls Ir"EEtr ts* st ?e ?t f;a s:

oF

E

B

IE*EE

FI+-!

sSIEi rEst!

6t--uiit

ESieF t:EIE q6ISX 6B:=

HNxi siFn$ B\d o rq z o

E1

=pB19.* oe E!9 E =.8 c..

2ti== a=usE 3r33E 'QlF a'tg = a r.r -.i:eYs-

>1A-

B!

!-rtc, i!

-s ii> aF li >q B\ afi :r6 s3 i-

=a ooC :D o zo il ozI 1' la$li:$e$$ *=*qE*!x sl

IIi$Iiiir gEEiiiiIi

!F-i*[$E* 54"

Jq s r.!

as !g r3 8F ir Xl sl x

I B -:6 b ao l^o e E2 -(4 a

H,rug o

T!

a B

E-o hF !H

HE

EF

F :J

F

F F

H H H il

C

=e m J d {o il gr tp

Es ei Hc$r atI x

LE

<DI-

P

=<,m2 o !:r

S i*fi *s \I.I ofhN \o Gtloll\l -.1t\l +.1(o o o1

N o I s

4p c)I' m

I m I m U, U'o c o =a

(o

HE€

--rE aEE -oo i=g --.3 I,it t -?F =E-f;3 =

5S g

I(a

I t(,o l=l

SEPTIC TANK RISER NOTE

21' OUIIETER RISERS ARE RTQUIRED OVER THT INLET ANO

OUTLIT. SIIALLER DAIIEIER RISERS SI.UU NOT ff AUO'YM.

FINISHED

CRADE fO

AWAY

INSIALL NL|ER I1ANOLT TO

WTHIN 3' OF RISER LIO.

lN D0SllNG PAWD AREAS PIJCI 2'Or /lSPtALr OVER TOP COURS€ r',IO GRAWL a,,,sE

2. CTAW ]N AREAS OF IEZ COTIPACNON

I lt

FOR IR€NCIIES CROSSNG IXSNNG

GRAWL RUOS:

2" CRUSHED SURFACINC fOP COURSE PER ||SNf/EYA 9.OJ,9(J).

Ml7vt UCK1LL CdtPACr rO

952 UNDEF RUO*AIS IUO

ORMNC AR&s ANO A5' N 4L

OIHER AREIS-

tF Mitt 8rcKnL1 E LFSS mAtt 2 .EET PTLOV RUDYAfS AND ORMNC ARE]r'-S- |HEN ENCASE PIPE IN dEntE taoN ItlPE.

FOR ALL RO/O CROSSINC lND DRMNG

ARTAS UST PIPT BTOANE PER

wsNr,/A"tA cRAvtLL B,{KFILL FOR PtPf zoNE BtootNG (sEcItoN g-OJ.r2(J) AS or /2/21).

CONSIRUC' IREIICH

'JlO

NSTALL PIE

PER \6DOI/ PitA CONStflEfAN REOUIRENENTS (StCnON 7-17.J /S Or t/2,/21). FOR ARES OTHER fHN,t ROAD CIioSSINCS & ORMNG ARTAS usE 3/8' UINUS EOANo

'AttRvt

OR

MIIYT UAIERAL FREE OF ROCK

LARCER nlAN t/2'.

6" GRAEL A15E PER tlSDOf/APflA 9-OJ.tA

LINEOTJARD ffPE ]I OR EOUNALEN|

IRACER TAPE NARKEO SIVER' PER

wsNr/APtrA stcloN 7-t t.J(to).

t tNsUUltO CON1NUOUS tO O4Uet COPPf,R MNINE fiRE. FOR SPLICTS, U5T IIAITRPROOF flIRE CONNECIORS, -ARNG rcMNG IrIRE UP NfA VALW-

BOX'S, |ANK RtStRS (J'.ROU RTSER nu), StNtc€ coN\EcnoNs, Frc.

t a' LL lI t lr tuc P|PE (N LXA||ONS RtOUtRtNC tYO OR HORE PIPE, IN IIIE gIE TRENCH. \HERE SIUIL BE 1.

MINIUUII II&IZON|AL CLEARANCE EETVELN PIPES),

6- UININUU OF PA GRAWL

CONYENTIONAL MONOUTHIC POUR SEP|IC TANK,

NSTALL PER IIANUFAC ruRERS RTCOUMENDANONS (sEE Strt PUN OR StrE qLAN qt|AtL FOR SIZE)

TRAFFIC RATED

.t(f ) 5 PVC PIPE TRENCH DETAIL

SEPTIC TANK DETAIL

n fi, sa{f, NOTE:

l!{s 0o4L EPUES fO AL eFAVfr p$ PRE55InE *lltElf ArlD sw tBa strPf P,P€s.

XREF: S|2CR.DWG, STOFI.DWC

TRCHSFR2,DWC

Februory 03, 2025 to:O4:lJ o.m.

ONr i ns : DTLSTNS'| - D*C - Dtfr

NO SCALE

@ CREATIVE DESIGN SOLUTIONS 2025

ORENCO 21'DU ETER RIBBED WC

RISER YflTH NEOPRENE C^SKETED

NSERCLASS LID WH AOLT DOIIN

_SCREI/S. CAS| INTO |ANX LID OR

ANACH TO TANK PER

MAN UfACf U R E R'S RECOIIII EN DANON S

ANO SAL WNH BENTOMTT.

I i

2. IO J. DROP FRON INLT1 IO OUTLN

I5F rlH 3 > o-* il!s

I

OUILET TEE NH A ZABEL

(Ataoo sERtEs) oR P}LYL1K

(PL-68) ourLET nLrER oR APPRoWD EoUMALEN\ (ALL wTH 1/16" FtLtRAnON) AND

MEENNE STAIT AJID COUN|Y

REOUIREHENTS,'SOCK' |YPE

FTL|ERS WLL NOf BF

Al LOY/ED oQ x9 i ll a D, SEPTIC TANK WITH OUTLET FILTER & PVC TRENCH DETAILS

FOR: JOHN HAUPT 2t (3o-lw)

(U CREATIVE DESIGN SOLUTIONS

Septlc Sraten Deolgoa, Penlt4, e hl6pectlong

P.0. Box 2787, PoRT AilGEt-ES, WASHrrGToti S8362 (800)395-7206, (360) 157-63s3, ExAIL: IllEeCDSlY0U.c0r/cD8

REVISION OATE

DRAWN BY: JUSflN B. VNCENT

SHEET 4 OF 9 DAIEr 2,/l O,/25

H >ig q

J H

I

I

I t sirFq

I I I

I

:l

EI

SI

=l

I

_1

NBERCUSS LID WTH NEOPRTNE

ASKET ANO SOLT OOWN SCREWS PUIIP CIIAIIBE& & COMROL PA},IEL

CONSIRUCNON NOIESGRADE TO ORAIN

AWAY FROU TA},IK

FINISHED GRADE 2 GRADE TO DRAIN

AIIAY FROLI TANK

$rE a E=

>q-

H .Q O-'

" P3

1r*ttt--+Ot-O4ff1€ trHe4€€€ti)l€0,/, w#-atc-W--NEa€R-

1. PUyP C|U),IBER

ALL PUI,IPS STUU CONFORN TO WASHING|ON STA|E OEPARTEN| OF

HEALIH GUIDELIN€s AND LOCAL HALN DEPARIYEM REGUUNON9

€*1WffiYP-

Pte--A1+*11t{€-+O-1Ue+ .FEe*-+1re*4-LgFP gzH+--+RAtlWRt--fFE:

fHE PUUP CIlfiBER SLUU 8[ CIB}IEO OF CONSTRUCNON R€SIOU€ AAO DEBRIS PRAR fO FLUSHNE fiID PR€'SURE IESNNC.

2. CONIROL PANEL

|RANSPORT PIPE, SEE SITE PLAN

AN ORtNCo SvS/EttS. tNC. OR AQIA|IORX PAl\'lEL STALL EE USEO. fHE CONIruL PAJ,IEL SIALL BE PLACED OU|SID€ ON AN EXIERIOR WALL OF IHE RESIOENCE OR ON A PRESSUR{ rRtArED 4x] POST (lllNlLtUH) WlfHtN LNe OF SIGHT OF IH€ PUIIP CIIAU9ER. gTICF 7HFtr d,l E A C&IAIN LEWLll.O' - srs Otl-LON folL RESEF,t vOt-tne t 1.o' 519 GALLAN pptt YIIH fItE ot tER lAwD Pt lc c mfiru P*p ou tre ulLL tr fHE RESttr.{E ADACENT m lltlt# Atr+s oR Frrlf,lodJtsl IHE CON\ROL

PANEL TOR THIS PUIIP CIA AER SIALL BE DESGNA FOR ON_SIIE

r'FPL{ANONS AND 8E C€RNN€O BY AJ'I APPROVID USNNG AGENCY, E.A.

UNDERWRIIIRS I,ABORATORES (UL) OR FQUIVALENT, THE CONTROL PANTL

STIALL SE HOUSTD IN A NEYA 1 (YINIIUH) FISERC/;r''SS ENCLOSIJRE NfH

HNEED DOOR AND PMLOCMBLE UTCH. |HE CONIROL PANEL SHALL

INCLUDE AND PERFORH fHE FOUOMNC ITTMS I,ARKED WTH AN .X.:

RESERW W)LUUE (PUNP

.M BER & S€PnC rANK)

0.o' = 0

ALLON RISERVI WLUME

(PUNP cruMgER 1NLY).

S> i5

-L FLUT S'YI|CHTS TO PERFORU HE ruNCNONS AS SHOWN ON IHE

PUUP C'A AER DOAJL IF AN MIAIIORX PANEL E LMUZED TO

PERFORII IHE SPECNED FUNCNONS |HEN IHE FLONIS SHOWN FOR

THE .NUER ON/ON. NTO 1 EH

'YAITR

AIARII' UOULD BE

REPUC€D AY HE AQUTJORX PR€SSURE IPAIISOUCER.

HIGH WATER ALARU

25 - s50

GALLON SURCE CAPACITY

I ER 'ON/OFF' LE/EL

_]_ A SEPARA|E NON-RESEfTBL€ otOllAL tnSE COUMER fOR EACH

PUMP (|NCLUqE TNC\ON tN rlNER).

2.O" _J_ A SEPARAIE PUIIP RUN/A)9SEo nUE HEIER FOR FACH PUUP 1NCLUa€ FUNC|\ON tN IINER).

SEPARATE ON/OFF/ANAL SffrcHES. IHE nE,UNAnr Orr' ftUf SIIITCH STUU |URN OIT IH€ PUUP M|EN IHE PUUP IS

RUANINC OI,I IIANIAL'.

REDUNDANI "OFT" L*tL IND

LOW WATER ALARN ,'ON,'

LEVEL

-L PFtOOst I , SINGLE PIIAST, I2O WLT EFFLUENT PULIP

--L AN NARII SYSEU LOCAIID ON A DIFTEREN| CIRCUT IruN HECAPASLE OF PROVIDING

Af ----12.L FEO |OTAL DYMT,IIC HEAD

ODH), A HICH HEAD VELL TYPF PUup

MUST BE USED.

6,' IIINIMUN OF PEA GRAWL

PUHP(s) TfTLUENT

SHALL AC|NAII AOM AUDN AND V|SUAL AIARUS AT THE

LEWLS INAA|ED ON THE PUIIP CM Affi DETA]L. THE

6' fYP

AI.ARU STULL ALSO AE ACINAIED AIID LOCKEO

.CN. IF A CURRENT

SEA/SOR /S INCORPORAIED A}ID DETECIS A PUNP IS NOf FUNCNONING.

ALL

A "Q!9IIAL-I]UEE WI|ICH SIULL RTGUUIE IHE FREQUENCY ANO

DUMNON OF PUUP OPTfu|NONS. frI]€N rcINAlED, IHE NYER S}ULL st&f tN THE 'OFf vO0€. rHE PUUP(S) S|AU S|ART/STOP VtA rHE NUER 21 HOURS PER OAY AS FOUOWS:AOIJAWORX tIOTE lF N AoUhORX CotflruL ?A EL

'}SIEU

ffiH tR460tfrER 6 USA, HE N Oll 0F tHE tpAltgt-CER Bflt glAU ffi PLMD t' L^flfR ltufl HE nuR '^N/uf LE/a sHom.

CONWNT|OML SINGLI COUPARruENT Tr'NK (HUST BI LISTED ON WASHINGTON SIArr LIST OF RE,|STERED SEWACE TANKS). SEE S|TE

PLAN OR SIIT PLAN DEIAIL FOR SIZE. INSTALL PER NORMAL

CONSTRUCIION PRACNCE WIH IIODIFICATIONS AS SHOWN,

__lL ad.SES PER IvY = --2- HOURS PER CrcLE

_L 'tvurts, Jr_ sE@N05 'o^t'

-J_ HA)R' __99- N|NU|ES, __J_L 5ECON05 'OFr

NfRtt6tcALLy $fE CONIROLS (CO HERCAL AND HULI-FAU|LY APPLJAiONS).

OPERAIE THE PUNPS SIYULTANEOUSLY (YULNPE PUI|P SYSTEM

1NLY).

AIJIOUA|ICAIIY ALTERMIE THE PUUPS (HULNPE PU'IP Sf5I€Y

1NLY).

CURREM S€NSOR(S) WCH NU ACTIUAT€ IHE ILARII gfSIIU IF ANy puyPs FAhL fO @ERAlt (UULnPE PUUP S'STEN ONLY).

PUMP CHAMBER DETAIL

NO SCAL.

*pRowDED gy oRENco sysTENs, rNc.. Etl A)RtAy AWNIJE, surHtRLrN, OREGON, 97479. PH: (80O)J4a-9a4. I -10')

XREF: PCICIR.DWG, PCHHIA.DWC,

PCTIA,DWG, CN I PC.DWC

Februory 03, 2025 10:06:33 o.m oru, ins : DTLPC U ST. DWC. Dre

@ CREAfl VE DESIGN SaLuftoNs 2025 ErcffiA Oefiu a 6

FLOW

\rrtutttr ttwt coNrRoL FL)AT AssEygLy wtrH stNcLE coNfRoL

TLOAIS. PUCE OUISIDE PUUP UAULT IF THE REDUNDANT OFF FL(UT

LEYEL SHOWN CANNOT BF I4AINTAINED ABOVE fOP OF AOTUqF

EFFLUENT FILIIR.

1-1L- UESH AIOTUBE FILTER

oo

1ryU57-1419 PUUP VAUL| wrH

ELECTRE CONDUIT TO

CONTROL PANEL

FASTEN PER IIANUFACfu RTR'S

RECOMMENDA ON AND SEAL

wffH aENroNtE (rYP).

ELECTRIC SPLICE BOX

WITH CORD GRIPS24. OUNETER RIggTD PVC

RISER flIH NTOPRTNE GRONMETS

IF THE LOIY WATER PUIIP ?FF' LEWL IS HIGHER

rTAN TH€ HICHEST IA|EML |HEN INSTALL AN

ANTI.SIPHON VALW AT TH6 LOCAINN.

1.25" PVC AALL UALW (rULLy OqEN DURING NORHAL OPEMNON, fuRN oFF FoR PUNP MIN\€MNaE), ORI{NT UALW fO ALLOW REUOUAL OF PUIIP VAULT

1.25' scH_ 40 PVC

FLOW

INDUCTR

CHECK

VALW

INLET HOLES AROUND PERI EITR

OF VAULT (PROVID|D BY OPENCO)

ORAIN PORT YH NTOPRENI

N.AP CHECK (TYP-)

JUSTIN B. VIT{CEIIT

PUMP CHAMBER DETAIL

SINGLE HIGH HEAD, TIMED DOSE

FOR: JOHN HAUPT 21(JO-4w)

CREATIVE DESIGN SOLUTIONS

Septla Systen Deolgl/a. Pornlts, t hspectbns p.0. 80x 2787, PonT AilGELES, WASHIiGToN 08362

(800) 30s-72S6, (360) .57-E3s3. EXArL: rKEeCDSly0u.C0ucDs

REVtStON DATE

DRAWN 8Y: JUSnN 8. VINCEM

SHEET 5 OF 9 OAfE 2//l O//25

IF A SAIIPUNG PORT

IS R'QUIRED. EXIEND

tHE tNLff PtPf fo --1 DIRFCTI Y BFI Ofl THF \

SAITPLING PORT \

I f t+_ lt I

I

I

!l

(C ir

SEPTIC TANK RISER NOTE

21, DAIIETER RISERS ARE RTWRED OWR IHT INLIT AND

OUIW. SII,4.LLER DUIIEIER RISERS SI1AU NOT BE AUOV.D.

GPADE TO

AWAY

INSTALL NLTER IUNDLE TO

WTHIN 3. OF RISER LID,

tN EXISIINC PAWD $AS PUCE 2' OF AsPtULr OWR IW COURSE A|'IO GRAVTL UsE

2' CROVN lN ARE4S OF 65U COItPAC\ION

I I I foR IRENCHES CftOSStNG EXtSftNC

ERAVEL RO'OS:

2'' CRUSI|ED SURFAOIrc fOP CWRSE PER t SN|/APiIA 9-OJ.9(J).

MIIVE ACKNLL CONPACT fO 95X UNOER RUOWNS NlD

DRMNG ARE^S AND 85' IN 4L

OIHER ARE S

IF NAIIVE &ICKFILL IS LFSS I|1AN 2

FFN BFIOW RUDWAfS AND DRMNG

AREAS |HFN OIC/SE PIPE IN

N.ICIILE IRON PIPE,

FOR ALL ROAD CROSSINC AND ORMNE

AREAS USE PIPE BEDANE PER

wsDot/APrA cPAvtLL ucKFlLL FOR PtPt zoNt BEDUN6 (S€CION

9-OJ.12(J)

'S Of t,/2/21).

CONSTRUC| |RENCH }!.IO INSIALL PIPE

PER VSDO|/ A4tA CONSTRUC ltON R€OU|REUEN|S (SECION 7-1r-J A5 OF t/2/21). FOR ARes OTHER ftUN

RUD CROSSINGS OR DRMNE ARFIS

ust J/a'NINUS BEODTNG

'ATERAL

OR

MINE YAIERL{ TRtT OF ROCK I,rcER n$\ t/2'.

6,' GMVEL &'SE PER VSOOT/APTA

9-0J.10. Il

LINEGUARO IfPT II ffi EOUNAfNT

IRACER IAPE NARI<FD :SEIIER' PFR

tfswf/APtlA sEctoN 7- 1t.3(10).

t

INSUUIEO CONTINUOUS IO CAUGE

COPPER |ONINC WIRE, FOR SPLICES.

UST VA|ERPROOF *IRE CONNEC|ORS.

AR/,IC TONIE VI\RE UP IN\O UALVE-

aoxEs, rANK RISERS (J' fROy RtStR

Rlu), SERV\CE CONNECIONS, ErC.

l

A'' TYP

L lr t I

Ftt PtPt (N LOCAIONS REOU|RINC lW OR MORE PIPIS IN II{ g'IE IRENCH, |HIRE SIALL 8E I' NtNtvuu HoRIzoNTAL CLEAR^NCE EEfUtOt PtPtS).

6" MINIMUU OF PA AMLEL

COI{WNINNAL NONOLITHrc POUR STP|IC IANK, INSIALL PER NANUFACruRERS RECOMHENMNONS (sEE StrE PUN OR Sfit PUN DETATL FOR S|ZE)

TRAFFIC RATED

.t(l )5 PVC PIPE CHD IL

SEPTIC TANK DETAIL

v

NO sc f

NOTE:

fIfiS OEIAIL APPLIFS fO AL ARAWTf I'ID PRES9RE €IIUE{T AM S re€ I&'NSPofr HP€s.XREF: ST2CR.DWG, S\OF L)WG

TRCHSFR2 DWG

lrcoruory ol. 2025 to'o1:1J oh oft .ina- DILSfuSl.DiC. DfiG l@ cREATtvE DES1GN soLUTtoNs 2025

NO SCALI

EXPGEA

ORENCO 21- OUNE\IR RIBSED WC

RISER III|H NEOPRENE ASKEIED

NRERGLASS LIO

'UIH

BOLT DOIIN

+SCREIIS. CAST NTO |ANK LIO OR

ANACH TO TANK PER

UAN UFAC I U RER'S RECOU Il T N DATDN S

ANO SEAL WM1 BENTONIIE

2' to 3'DROP FROU tNLtr tO OUtLtl t

3 5F< aq^t!

a t*:

3:c

OUftET IEF fH A ZAB€L (A18OO SeRtES) OR PoI-YLOK

(PL-68) OUTLE| FtLttR OR

APPROWD EOUMALENT (ALL

MrH t/16' .ILTRAqON) AND

HEMNE STA|F AND COUNIY

REOUIRE ENTS. SOCK' |YPE

FILTERS hLL NOT gE

AJOEEIL

r.S oQ xQ s ll a

SEPTIC TANK WITH OUTLET FILTER & PVC TRENCH DETAILS

FOR: JOHN HAUPT 21(3o-1w)

(p Septlc Systen De,/lgns, Pemlto, t hspectlona P.0. Box 2787, PoRT AttGEtES. WASHfiGToi 08362

(800) 395-7296, (360) 157-8353, ErArt: XrKEeCDSlY0U.C0rcD8

REVISION OATE

DRAIYN BY; JUSnN B. WNCENT

SHEET ,' OF 9 DATE:2/tO,/25

I TNISHED ERADE

H >l

H s d fr //srf, 6c4r6-\

I t-s

I

I

I

S e

I

!l I ll lt

CREATIVE DESIGN SOLUTIONS

ORENCO NBERGUSS

GASKLTLD AOLI_DOWN LIO

21. DUME|ER

RBEED WC RISIR

HEAD'YORKS. SEE PLAN

WEW. THIS SHEET-

NTLD

FLUSH

LINE

,- FLUSH THC ETMRE PIP\NG NOY|ORK OF CONSTRUCTIOT'I

DEqRIS BY RUNNINC THI PUI,IP FOR SEVEML MINUTES Y(IIH

IHE FIELD FLUSH UALW COUPLOELY OPEN,

2- SHU| OFF THE PUMP AND CLAN fHE DISK FILTER OF

ACCUHUUTIO DEBRIS-

3. ruRN ON IHE PUHP AEAN IHEN SLOI/LY CLOSE IHE fiELD FAUSH VALW, ONCT THE UALVE IS CLOSED AND fHE

NEEDLE ON IHE PRESSURE AN/6ES SAAIUZE, RECORD IHE

NOfl RAIE IHROUGH IHE FLOV MOER FOR ONE IINUTE.

|HIS flLL BE IHE ACrur'J- WST FLOTI RATE' N GPU NE@ED TO CALCUUIT IHI NYER SjNNGs IH/s NOW *WLD ff CLOST fO TLOW RATE PER ZONE- ON NETA.IN

CALCUUNONS- IF FLOW HBHER IHTN IHTRE

'IAY

8F

LEAKS (CHECK NR/UAC UALWS OR WEI AREAS IN DRIP

NELD),

rO DRIP FIELO+

1, NEXT, CALCUUTE THE TLUSHING .LOW MTE'NEEDED

rO ACHIEW ADEOUATE SCOURING UILOCII| OF 2 FEET PER

SECOND IN IHT ENNRE SYSIE]I OURINE OOSINC 8Y

MULNPLNNG IHE NUNBER OF SUPPLY I4ANIFOLD

CONNECTNNS 8Y 1,6 GPM. ADO IHIS '\LUSHINC FLOIy

RAIE. TO THE 'DOSE FLOW RAII" FRON STEP J

5. WHILE IHT PUUP IS RUNNN6, OPEN THE FIELD FAUSH

VALVT SLOWLY UNNL THE REruRN PRESSURE GAUGE RFITSS ,0 Pst (NEED 7 Psit U\NIUUU Af USr EH||TER -> USE 10 PSt).

6- RTCORD fHE FLOW RA\E |HROUGH IIIE TLOW NETER.

IT SHOULD AE CRAER IruN THE NIU/ ACCUMUUIED FAOW

RATE RFQUIRED IN STIP J. IIORE IS BTTIER-

21. DIAMETER

RIABED PVC RISER

3 UYERS OF FtLftR FAgRtC (EXIEND 6' PASI RTSER) OR AED W 1'Of PEA CRAWL

(sE7 RIS€R ON Mfivt SO\L).

=- a> (>

SECTION VIEW r< PUN VIEW NOTE: FIELD FLUSH L|NE NOr SHOW FOR CURlfY.

x -(), CONTINUOUS FLUSH HEADWORKS

F.btuoty 03. 2025 to:o7:08 o.m.

Oroping: DTLDRIPLINEVST NOAFIU.DWC-DVC

@ cREAflvE DESIGN SoLUrrcNS 2025

NELD

ro

FITLD

O.3O PSI OIL .ILLED

RETUfrI PRTssUre AIJA€

F'AD FLI/SH U*E

t" Pvc

LL UALVE

++CMMRTR

-E.* o-roo Pst otL

GAUCE

LfD PRESSURE t' Ttt +.H

I. ARKAL SHOR| FILTIR

r/ " NEIAFIM FLOW ME\ER IyIIH OPTIOML REGIS|ER a-100 Pst olL

NLLED PR.SSURE

O4UGE

II

JUSTIT{ B. VINCEI{T

1\

NA SCALE

DRIPLINE SYSTEM

CONTINUOUS FLUSH HEADWORKS

FOR: JOHN HAUPT 2' (Jo-

(U CREATIVE DESIGN SOLUTIONS

goptlc Syrten Dcd,,tt, P0 ttltE, I ,ld4ectlong

P.0. Box 2787. Ponr AilGEtES. rVASsll{GToll 083€2

(800) 395-7296, (360) 157-6353, EX lt, l/lKEeCoSlYoU.CorcDs

REVISION DATE

DRAWN BY: JUSnN 8. WNCENT

SHEfi 6 OF 9 DAIE: 2,/lort25 li I

F liJ( r'iiilSmPRESSURE TEST SETUP I

I

t) il/\J( i V l"cY-i)r--\\ ( t Te^'J\\

I /\-

AIR/UACUUU RTLEASE UALVE &

coNNtcnoN (sEE DoAtL) tNsfALL

AT HrcH POINT IN *STEU.

SUPPLY ILANIFOLO, sEE SECTION DEIAIL

.LUSH HAMFALD. SEE SFC|ION DETA]L

PYC ftUSH UNE ('EE

PETP ON SITE PUNS)

PVC SUPPLY LINE (SEE

PE\P ON S|TE PTANS)

NETAFIN BIOLINT

couPLtNc (rLcouP), tYP

NETAHM AIOUNE gLANK ruANG, TYP, d

NfTArtu BtALlNt Elr3N[ DRtPLtt)E. t/?iCAL

PRAVDT SIJI.ICILNI LEN5IH TO PREVENI

KINK:NC (J FEtr J iNCHrS MIN|MUU).

RAISE APEX OF LOOP TO 1 INCH

MINIMUTI ABOW UPPER DRIPLINE

rO PREWNT UPPER LINE FROU

DRNNING INTO LOWER LINE.

.w [1 x

EXPhEa Oel /

NEIAEI'I BIOLIN€ DRIPPERLINE O-12 GPH RUNS

NE|AFU BIOLINE ELSOW fifL) OR qROWDE

SUMAENT LENGTH OF NOANH APUNt PIANK DRtPLtNt TO PR€EXT KtNKiG (t FOO\ N\NIUUU RADTUS). IfPtCAL ALL UNES-(STE gTE PLN,IS FOR ACTLAL NUMBER OF RUNS A].ID THEIR LTNGTHS)

NETA}III SIOLINE

couPLtNc (ncouP). rfP

TYPICAL DRIPLINE SITE PUN DETAIL

NO SCALE

Fcbruary 03, 2025 1o:o7-o8 o-h D.o,ing: DILDR|PLINE\IST NETAFTU -DvtG-Dwc

NOfE

SEI SITI PUNS FOR ACTIJAL NU AER OF ROWS

sEE ALSO, oRtPUNt 5CH&tAftC.

CREATIVE AE9CN SOLUflONS 2025

2' MIN, fYP ON <2OX SLOPES (FEa STAKNG wLL BE RT?U]RED)

I

JUSTIN B. VilCEilT

DRIPLINE SYSTEM PUN DETAIL

s_tQ_E suppLy & Ft usH, LoopED, wtTH BUNK TUBTNG FOR: JOHN HAUPT 21(J0-4w)

CREATIVE DESIGN SOLUTIONS

goptlc 9ysten Daolgae Pefiilts, t lnipectlon' P.0. B0I 2787, PoRT ANGELES. WASH[rGToil 08362

(800) 395-7206, (360) 157-8353. ErArr: urEeCDSlY0U.C0ucDs

REVISION DATE

DRAWN BY: JUSflN B. WNCENT

SHEET Z OF 9 OAIE: 2,/10,/25

6 e il ll I ll I

I

I I

I

I il

I

I I t( I

1,4

I I I

I

I \ a a oz o rn

$HT

r\.

-p>5\'\ **_9 *sil \ri s= .-.UbIo!-l'h' U o e q) t p o

='l

=I b s

E

=o

IA-Ir!q a o

(o

--t m

S(, s a't t

B

I tl lt so'

BS

R* *lo IsEos\>rr= > >E ers!iFa IrF

S if

E s

E

It t] o

T s9 N.

Q\ rr 'ci srrt

=Nta R

I fi

L

c) ea =TfhN B(4 rn x f\.

fi e

9I :s

.N iG i8 Hqt!

ohtl \:l b u C):

l4ol.- <:oz l4 o\

E r]l

A ll li

I fl

I

II

t8'fo 21'

E=>.1!qtl Xo

I:

Ee'rE 5ttl.

>&o_\ .R ts 9* =9>6trr Sr u=

FEd!

-i6cla

!r F x

I c E

I I i

F =x ln e \f\.x s Ia(,r S B r.\ U q B\..| o U rn n f\.

!l

EffiNiE ll !t lno oo

3t \E >at-q F8 3f;

S i EFs

EhH

EEi lo,!

h" B

F * I I* :E! S.r

E;*HH

t:3F

IsrE Ei'=

E8 ot!sIp

EI

*pP \ 8Si ! R."E lxti aIIEI5-"r

HEEa {t E dqr ! #iEt<-s!

5 iIs

Dh \r\.

=r\ q o J_ s =o a t(D =t C'm2{

(p oD m m I m a, 2, aot-c o z, U, g3g :8 6 esE a*6 *o o&i3 i=E- .-.s * g= I-?F =B -6E =3-€ 5Sg o-

I6

I

I a

E

;Ir

I I

+7"' ri/^l

.o /.o Y+' /

GENERAL CONSTRUCTION NOTES

I SITBACKS FOR ALL SYSTEN COHMNENTS SHALL I,EET CURPEN|

IASHINGTON STATT YAC PEGULA|ITNS FI]R TN-SIIE SF9A6E STSTS|,S,

ALDNG YI|H ALL APPL'CABLE IASHTNGTDN STAIE 6UIDELINES. AND

CURRENT LOCAL HTALTH DTPAP ENT / DIVISION REGULATITNS AND

YRIT|€N POLICIES, DR AS SHOYN IN TIEST PLANS. VHICHEVTR IS

IITRI RISTPICfIVE, 2.

3.

4, TIE CTNTPACTDR SHALL ENSUFE CTNPATTDILITY RffUE'N RESPECTIVI sLIEPL 15RS PRODUCTS ( TANKSIRISTR, EfC, ).

USE OF 'EOUIVALENT' PRODUCTS XUST BE APPPOVED BY THE

DES I GIER

CTNCRETE TANKS

ALL CONCRETE TAI'IKS SHALL

'E

IIADE YATERTIGH|

A CAST JN-PLACT RUBSER 6RTNI'EI IILL N USTD YHENEVTR A

PVC PIPE PASSES THRA)6H7 A CONCPTTE UALL.

USE PT:A GRAVEL BEDDING BELOY ALL TANKS- SAND FILL HAf ALSO

BE US'D TD EED TANKS. SAND FILL SHALI BE YELL GRADED.

PASS IOOZ THROUGH TtE I/4 IIICH SIEVE, AND PASS LESS THAN IOZ fTIRIIIJGH THE 2OO SIEVE, fHE SAND FILL S,-],!.LL RT CONPACTED

IN 6-INCH HAXIHUI,I LIFTS TO 952 I|INII1I,I4 RTLATIVF DENSITY P'R

ASrII 01552. ALL TANKS SHALL HAVE SAND FILL PLACED IN THE

RACKFILL ARDUND ALL TANKS SHALL BE PLACED IN 12 |NCH MAX]MUI,I

L|FTS AND CTNPACTED IO O5Z RTUTTVE DENSIIY PER ASTU D698

5, DRAINROCK SPECT' ICAT ION

DRAINPDCK SHOI.LD DI DURABLE AND PTSISTANT fO SLAXING AND DISST]LUTICN AND NUST BI YASHE' AT LEAST T]Il/cE TO RTI,'DVE ALL FINES |HAT COULD CLOG THE INFTL|PATIVE SURFAC€. If SHALL BE rREE TPIN ORGAN IC HATTER, SDIL, AND ANY IIArTRIALS USTD FT]P rHE HAKING OF CONCRETE. DPA IIRT]CK SHALL DE 3/4 TO ?-1/?

INCHES IN DIAHETEP, VITH NO LESS |HAN IOO7. PASSING A ?-1/?

INCH SIEVE AND NO ru]RE \HAN 5Z PASSING A 1/2 INCH SIEVF RY

YE IGHT,

6. rHE SANO ]N INTTPHITT€NT SAN' F]LffRS, DPEN BOT|I]IITD SAND

FTLTERS. I'IOI-[.IDS, AND SAND_LINED DRAINFIELD TR'NCHTS XUST X{ET

ONE OF THE TOLLOYTNG 5RADA|ION SPECIFICATIDNS FTR TITHER ASTH

C33 SAND NEDIA FDP FINE AGGREGATE DR 'COAPSE SAND IIEDIA',

IHIS I1EDIA CAN BI CI]NPPISED OT EITHER ITIIEPAL SAND OQ

EOUIVALLNTLY SIZTD CPUSIED GLASS,

PAPTICLE SIZI DI STPI RUT ITNS

S IEVT PART ICLT

SIZF

PERCENT PASSlN6

AS TI'I C33 COAPSE SAND

SAND NEDIA IITDIA

3/A'

NO- 1

N0. a

ND. 16

ND, 30

NO. 50

ND. 100

ND. 200

9. 50 Dn

1. 75 nn ?.36ttt

l. 1A ni O- 60 wt O. 3O nn O. 15 nn O. O75 nh loo to t(n aO to lOO 50 to es 25 to 60 5to30 0 to 10 (Prefer <1) 0 to 3 (Prefer O)

95 to 1OO 80 to lOO 15 to 85 15 to 60 3to15 0to1

ADDITIDNAL SAND HE']A SPEC IF ICAf IONS

ASTN C33 SAND NEDI A CIIAPSF SAND MFDIA

. NO HTRE THAN 452 RE|AIiITD BITYEEN fYD CDNSECUTIVE SIT"/[S.

r F,f/YEi/fSS ODULCS FPIN 2- 3 to 3. I , ND HI]RE THAN 3Z OF fTE HA|TRIAL sH6rl PASS rHE ND 200 SIEVT_

, FTLIFR NE'IA XUST YASHED.

, EFFECTIV' PARTICLI

SIZE (D1O ) O,3nn

, UNIFOPI|I TY CDEFFIC IENT(D60/D10<4.0

F€bruory OJ, 2025 1o:tO:J7 o-h orc.ing: DncNrtsf- DY€-ObC

CREANVE DESICN SOLUNONS 2025

7, PIPT SPEC]F ICATITNS

SEI PLANS AND CDNSTRUCTTIN DATA FOR TYPE Of PIPE R,QUIRED FOR

VARIOUS SYSTEE CINPDIENTS, TI{N REFER TO FT]LLOYING

CLASS 2OO PETP, 6ASKEfED JOINTS

2 |NCH AND LARCEP CLASS ?OO PVC PT|P SHALL DE EOUAL fO PVC

PIPE I,'ANUFACTURED BY PACIFIC YESTTRN PIPE IN CDNFT]RI,4ANCE

YI|H ASTH 02241 SDP ?1 CLASS 2OO ]LYVINYL CHLORIDE PIPE(PVO. ALL PVC PIPE JT]INTS SHALL HAVE INrc(fAL RTLL YITH

FL€XIRLE 5ASKTTTD JOINTS IN CINFORHANCE YITH ASTI,I D3139

ANT F477, ALL PVC PTP€ JIIIN|S AND TITIINGS SHALL CONFORH

YITH ASTH D?466 AND D?561, 6ASKETE' JOIN| PIPT IS M]T

ALI,OVTD IN PUNP I]R SIPHDN CHANREPS.

I CLASS zOO PETP, GLUCD JOINTS

'.5

INCH AND ST'ALLEF CIA.SJ 2OO PVC PETP SHALL BE EOUAL TO

PYC PTPE I4ANJFACTURED RY PACIFIC YESTTRN PIPE IN

CTNTORHANCE VI|H ASTH D2211 SDR 21 CLASS 2OO MLYV]NYL

CHLORIDE PIPT (PVO. ALL PVC PIPE .JDINTS AND FITT]NGS

SHALL CDNFDRT,I YITH ASIN 02166 AND D2564.

SCH, 1O PETP, GLUED JDINTS

SCHEIX.LE 40 PVC PIPE SHALL 9E TOUAL TO PVC PIPT

HANUFACTUR{D Rf PACIFIC VTSTERN PIPE IN CONFORNANCE YITH

ASTII OI7A5-06 SCHEWLE 1O POLYVINYL CTILORI IE PIPE (PVC). ALL

PVC PIPE JOINTS AND FITTIN6S SHALL CONFORI| YI|H ASII{ 0A466

AND 14564.

, 6STP . GRAVITY SEYAGE TRANSPORT PTPI

GS|P SHALL BE FOUAL TO PVC PIP' HANUTAC|URED RY PAC]FTC

VESTEBN PIPT: IN CDNFDRHANCE VITH ASTI, 03031 PT]L|VINYL

CILTRI IE PIPE (PVO, ALL PVC PTPE JDINTS SHALL HAVE

IN|EGPAL DELL II|H FLEXIBLE 5ASKE|ED JOINTS IN CDNFOPNANCE

YITH ASTH D3?1? AND F177. PVC TI|TINiS SIIALL CDNTOPX fO

ASTN 02166 AND D2561.

8. ELEVATIINS DF LATERAL PIPING, INFIL|RATIVE SURFACES ( TRENCH ,/

D€D N]TftNS, TTC. ). AND TDP DF RIN TLEVA|ION TTR GLENINN

BIOFILTEP

'4S',T/S

ST#LI M]T VAR| RY NTRI THAN I/E INCH ALING

EACH RESPECTIVE PIPE. SUPTACI, OR R]N

9 ALL CDNSTPUCT]TN I'ATERIALS SP/r''LL DE STTRED AND INSTALLE' IN A

CLEAN HANNTR (PIPIN6, PIRAR, ETC. SMLL DE SUPPORTED ABDVE

1ROUND PPIDR fO INSTALLATIOI/). ALL LATERAL ORITTCES SHALL RT

DRILLED A|ID CLTANED T]F ALL BLRRS. ALL STSTEI, CO PANTNTS AND

PIPINi SHALL DT THT]PDUGHLY FLUSHED AND CLEANTD PRIT]R TD PPESSUPI TESTING. UNLESS IT lS RE]N6 YTRK€D DN AT |HAT

HOI'ITNT, ALL PIPC DPENIN6S SHALL RE COVERID SUFFIC|TNILY (IO

DESIGNEP'S SATISFACTIDM TD PR€VENT THE ENIRANCI OF

UNDESIRAELE IIATERTALS <SOILS. CONS|RUC|ITN DEDPIS, ETC.), NO

TRGANIC MTER]AL IILL DE ALLDED IN ANf tr |IIE FILL |IA|ERIAL.

C33 SAND, PEA GRAV€L, DR I)RA INROCK SPECIFIED DN THESE PLANS OR

IN |HESE NOrCS.

IO- fHE CONTRACTOP SHALL Bf PESPTNSIELE FDR INSTALLA|ION DF fHE

CT]I4PLE|E SYSTE ( INCLUDING HECI{ANICAL AND ELECTRICAL ITENS)

AND ENSURIN6 ALL ELECTR]CAL COI4PONENTS X{ET ALL CUPPENT SfAfE

AND LDCAL REGULATIDNS,

II. THE CONTRACTDR SHALL DACUHENT ANY AND ALL CHANGES IN DR

TEVIATIDNS FPI]N THEST PLANS AND SPECIFICA|IONS YITH APPPOVAL

DATT AND AUTHDRITY FOR SAID CHAN6FS. THIS INFDR ATIIN SHALL

RE FUPNISHED TO THE DESIGNEP IN CLEAP LEGIELC NOTES OP IN

COPI.S OT THESE PLAI,IS AND/TJP CMNGE TPIrPS PRIT]R fO APPROYAL

FT]R FINAL PAYIITNT. THE CONTRAC|I]R SHALL ALSO, AT THE

CDHPLETIIN OF CDNSTRUCTIDN, SUPPLY TO THE OYNEP ALL

HANUFAC|I,r?T:P' S DATA TN SYSIEH CDIIPIN'NTS.

12. ALL DRIPLINE AND FITTINGS SH//L EE INSTALLTD P€R I'IANUTACTLRCRS

RECT]Hi4ENDAT I ONS, 13, U STRUC|ION EOUIPI4EN| AND S|OCKPILING

DRIPLINE FIELD _ THT CONTRACTDP SHALL KEEP ALL UNAPPROVED

CT]IISTRUCTIIN EOUIPXEN| AND STT]fK PILIN6 OT CDNSTPUCTITN

HATERIALS UFF THE PRDPOSED TRIPLINE FIELD AND SIPTIC SYSTTH

RESERVE ARTAS AND 3D FEE| DUYNSLDPE DF SAID AREAS. UNLESS

fIE IESIGIfP DETE#INES THA| THE AREA IS TT]O YET FI]R

CINSTPUCTIIN. A BACKHTE YILL

ALLDIIE' IN THE ]NITIAL

DRIPLINE FITLD CONS|PUCTIIN AREA (NDT IN RESEPVE ARTA OR

DOYNSLOPT) AND |RACK T|PE VTHICLTS YILL RE ALLDYED IN ALL

ARTAS.

14, CIINSTPUCfION ]NSPECf ION

THE CONTRAC|OR SHALL M)TIFY fHE DTSIGNER AND CI]UNTY HEALTH DEPARTNENT A |IINIIIUII OF ? VEEKS PPIOP fD THE IN\ENDT' DATE FDR UNTffAICT$NT AF CONSTRIJCIION AND 18 HDURS NININUI1 PRTDR TO fHE FULL0VING SrA6€S DF CONSTRUCTION <HARKED vlfH AN'X').

-. PPE-CONSTPUCT I ON HEIT!N6 ON-SITE YITH

'ESI6NER

AND

INSTALLER.

X LAYOII|/STAKIN6 OT fHE DRIPLINES.

X EXCAVATIDN OF SAND FILTER BDX BASIN (JUST RETORE PLACINO

PVC L I NTP).

)L PLACTXTNT DF DRIPLINTS,

-_ EXCAVATIDN FOR ALL TANKS,

PLACTI1INT AND CDNPACTIAN D' ALL FILLS.

-- PLACEIIEN| OF ALL TANKS.

)L LFAK TTSTING OF SAND FILTER PVC L II'IER.

x ppEssuqt rFsfIN6. ,XE SL9rE glALL E CIpLE|E Af 7HIS sr,c a fiJsF€Cf rt l ExcfPf E-EL n-aE uict<FILL t wP ppt-Ic g-E s6rE, crrflrarvrs &/D, as rr€ wflc lAlr<.

AP dAXB. SAIII' FILIEI. *{I PfrPRIEI,PY EYICES (u v. LI6HIS dlt E UCTAILLAD, Lt* nlPLIteS, SIfPLY

NNIFIL', A/IID FLIBH I.NIFILIE CXC€P| FW SAIO

DACKFILL. ALL SYSTEH CI]MPONENTS SHALL BE IN-PLACE AND

FINCT IONAL AT |HIS TIHI (TNCLUDING LEI INSPIC|ION AND

APPRDVAL OF ELEC|RICAL). PRIDP TD TtE PRESSUPE TEST fHT

CON|RACTDR SHALL PPESSURE |EST AND ADJUST THE SYSTEN TD

SPECIT I CAT I T]NS, fHC CONTRAC|OP SHALL PROVIDf SUFFICIENT

CLEAN IATER TN TH' APPPOPRIATE TANK(S) FI]R PRESSIJRE TEST]N6

l1F TIE SYSTEH.

)L FINAL INSPEC|ION OF CO|4PLETED SYSTEM.

7<\y d

EXPtf,Eg 00/t4l

JI'9TIN B. VINCENT

SEPTIC SYSTEM GENERAL CONSTRUCTION NOTES

DRIPLINE SYSTEMS

FOR: JOHN HAUPT 2t (3o-lw)

(p CREATIVE DESIGN SOLUTIONS Saptic Syster? Doeign3, Pernlts, t lnspectlonc

P.O, BO)( 2787, POFI ANGELES, WASHII{GIOI{ 98362

(900) 395-7298, (380) 457-6353, EllAtL: rlrKEecDslY0u.c0tlcD{, REVTStON OATE

DRAWN 8Y: JUSflN B. VINCENT

SHEET 9 OF 9 oATEt 2/ro/2s