PROPERTY #2- INTERIOR PHOTOES-300 THREE MILE DRIVE, KALISPELL, MT

Kitchen Dining area off the kitchen.

Fireplace in main living room. Living room

Front door-main entrance. Main floor bathroom

Laundry room Master bedroom on main floor.

PROPERTY #2- INTERIOR PHOTOES-300 THREE MILE DRIVE, KALISPELL, MT

Downstairs family room with fireplace

North lower bedroom

Southeast lower bedroom

Storage room Bathroom Lower level

PROPERTY #2- INTERIOR PHOTOES-300 THREE MILE DRIVE, KALISPELL, MT

Attached garage

PROPERTY #2- EXTERIOR PHOTOES-300 THREE MILE DRIVE, KALISPELL, MT

Westerly side of the house with garage & shop/garage. Northerly side of the house.

Easterly side of the house. Loafing shed, hay pole barn and back of shop/garage.

Facing northeast-entrance into house Facing northeast-NE corner of the house.

Facing south- detached shop/garage Facing northwest- driveway

Jtptic S~stem Permit · ;.fathead City-County Health Department Environmental Health Services

1035 1st Avenue West, Kalispell, MT 59901

Phone: (406) 751-8130 / Fax: (406) 751-8131

1. Legal Description: Co. Assess. Tr.# Kai By Pass

Subdiv. Name:

Permit Number: Site Eval Receipt

Date Issued:

Zone: Date Recorded:

Lot:

Sec 12

Block:

Parcel Size: .1.fil!

I :4: Fee Waived

6

08/07/2014

Twp ~ Rng 2Z

acres COS~:

Name/EQ: RECEIVED Property Addre~s:-- 300 THREE MILE DR KALISPELL MT 59901 FEB 2 4 2015

2. Legal Property Owner State of Montana Department of Transportation ... i!!ANSPORTATION Pl.ANNING

Address and Phone 2701 Prospect Ave/PO Box 201001, Helena MT 59620-1001

3. Authorized for: Replacement Existing Structure: Home

4. Structure: Existing Structure Unknown Specify:

5. System Use: Individual

6. Occupancy Type: No, of Bedrooms #: ~ Other Permits:

7. Water Supply: Individual Public:

8. Nitrates: Source: Y!1laU

9. Soil Type: Sandy Loam How Determined: T.H.

· 10. Depth to Groundwater Table/Bedrock: ~ Inches How Determined: T.H.

11. Classification: 1 Septic Tank Size (gal- min}: 1000/500 Absorption Area (sq ft): ~

Permit Fee: _m. 235,00

12. Drainfield Description:

Follow the plans and specifications prepared by A 2 Z Engineering, dated 9/4/2014. Any changes from the plans must be approved by the engineer and Flathead City/County Health Department (FCCHD).

The engineer and a repersentative from FCCHD must be present for the inspection and a clear- water pump test

Within 1 O days after inspection and prior to final approval of the project by FCCHD, the engineer shall provide one complete set of as-built drawings and a written certification that the project was completed as shown therein.

Follow plans carefully and be sure of all County septic system regulations prior to installation.

NOTE: Minimum well separations = 50 feet to solid lines and septic tank and 100 feet to drainfield.

09/04/2014 Date alof ermit

* These requirements establish the MINIMUM STANDARDS for this septic system installation. The permit will be voided and declared invalid if the system is not Installed within 12 months. The issuance of this pennit authorizes construction of the septic system and requires the installation comply With the FLATHEAD COUNTY REGULATIONS FOR SEWAGE TREATMENT SYSTEMS (FCRSTS). The permit will be void If the system is not utilized as Intended within three (3) years of installation. The property owner ls responsible for operating and maintaining the system in accordance with FCRSTS. Failure to comply with these regulations may result in revocation of this permit. This permit does not constitute a design and does not bind or obligate this office to guarantee the performance of the system. This permits hall be given to the installer prlorto construction. The owner shall give 48 hours advance notice for the required inspection of the systelll. Please call 751-8130.

·----------- ----·

LAYOUT

GPS Location: North Deg. West Deg.

Water source developed at time of inspection? YES ·){ NO __ _ Distribution YES +- NO __

Disapproved/Date _____ _

Approved/Date lb f I / ,?a/ 1 r;

Comments _____________________ _

Inspectors Signature 11,wp p Nameoflnstaller/Phone ii,:,,,.,.,~ &:Sl>-;)_'\\'.5

Replacement Septic System - 300 Three Mile Drive • proJect locate.:! w1th,n the boundar,es o f

Flathead County, Montane::

System Curve & Pump Curve 6(

SC ,, 0

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0

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o L - ·---- -----·-0 20 40 60 80 100

flowrote In Gallons per Minute

L ·-·-------·-- - ·- -··-- ------ -

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1~ feet 2.00 ll'lehel 2.00 ~

Cenle, "7']o" lnehe!

3 66 !eel

0.188 nchel 5.00 feel .«>

- M ESO

--Pipmg:

140 16C

Des~1nee.-Drawn by , Mark Sanders Reviewed by, Robert Sm,th, Montana PE # I 259 2 A2Z En,:Jineertn'j. PLLC I 3 5 East Center Street, Ste A, l<.ahspell, MT 5990 I 40G.755.7858 phone 40G.755.7880 lax Email address: msanders@a2 2. en9pneering.com

General Notes, I • it ,s contractor's respons1b1hty to verity the presence

locat,on and depth o f all ex,stmq utd1t 1es as needed tc per form the work. It shall be the contractor's respons,b1hty to protect t he vt,ht,es from dama,:1e Contractor shall call (800) 55 I -8 344 or (40G; 755 -UDIG (8344) w1th1n f lathead an.:! u nccoln Counties In all other are,;,. contractor shall call (800; 424-5555.

2. P,operty pins found withm the con-,truct1on area sttail t,e pre s-erved . ff .a mon1Jment 1-s d isturbed. the contr~ctor shall repl.;1ce the monument at the tr expense.

3 . T rench,nc:, and excavation can be hazar001.1s. Contractor shall take all necessary precautions tc protect worke,s and comply with the O.ccup.ational Safety t Health Adm1n,strat1on's estabr.shed standards For such work. found ,n 29 CFR Part 192G subpart P.

4 . All neccessary permits shall be obta,ned by contractor. 5 . All put,l,c improvements shall be constrvcted and

tested ,n acccordance with the latest ed,t1on of the Montana Publrcc Works Standard Spec,f,cat,ons . The c:on~t ruc.t1O0 plar15 are ,ntended to work 1n conJvnc.t1or1 with the al>ove mentioned standards.

Pr~1ect Sheet Index: Sheet CI Sheet Sheet Sheet C4 .. Sheet CS .. Sheet CG .. Sheet C7 ..

.. . .. . .. . .. . .. .. . .. Cover Sheet .... .. Stte uyout .System Layout

. . .. . . Tank System Details .. .. . Man,fold ;. Trench Details

. ... . ... .. . General Notes .. .. .. . ... .. Pump Sheet ME-50

R.ev1~1on~:

Drwn by , M Sanders Chkcl bv, M Nerd,,,

13b E. Center 5'.reet, Ste A K;ti,;pell, Mr 5990 I

Phore (40G) 75 5-7888 A2Z-f nq,neennq.corr

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'roposed

septic f1elc

A I ruture

( :_ ~DOT I ROW

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TT. Existing drainage

ditch must be

removed

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lProposed

septic t ank I

ost1ng septic

tank, to be

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Future MDOl bypass ROVv •brod

:x1st1ng sept ic

he ld , to be

-Section

line

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/ , /'"'"" '' ,,.,,. / MOOT \ .- _,, I \ R.OW - - - \

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Le.Jal Description: Tract I ol COS No. I 2548 located in

NW± NWf o f Sect,on 12, Township 28N. R.an-3e 22W. The ph~ 1cal addr.<s5 1; located at 300 Thr...- Mile . Kahsp.<11. MT. Subject to and to<3ether with all easements. of recor-d .

Gener.al ~tote5: I . E>tst,ng sept,c 1,e ld dry wells to be

abandoned by f,II,ng with clirt. Tank to be abandoned by collapsing ,t, fill1rt~ it 1r'I with c:,t,wel, or remov.al .

2 . E, ,; t ,ng 3 bedroom house to be connected to propo,;ed oept,c tank and field located outside of MOOT R.i<Jht of Way.

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~rs 5 mt) I

Re.vision!>

Drw11 l>y, M Sancler,; Chkd by: M i'lerd,,,

I 38 E. Center Sttut, ~ P Ni115peU, MT 5990 I ~ (40G) 755-7888

A2Z-E"<31neer-R3.com

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Dra,nage ditch mvst be f,lled 1n 50 that no standing water 15 present near the septic held

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Keyed Notes for 5 ,teplan, A. Property Me

6, Driveway C. fost,ng well D . 50 ~ well rad,us E. I 00 ft. well cad'"5 f . Ex15t1n~ 3 bedroom home G . Connect ei1$t1n~ home·~ ~pt1c hne=i to the

new sept.c t.ink w,th 4"0 sch 40 PVC sloped per note 4 below.

H. Proposed I 000 <3allon •ept,c and 500 <3allon pvmp chamt,er

I. Propo,ed I 30 foneal feet of 2'' och 40 PVC for-ce rna1n from pump to propose<::l latel"al~

J . Propo•ed dra,nf,eld (3) 3 ' "''"e by 70 ' w,th 4' between trenche5-, L.ateral-s ~hall be in9Ulred per the notes fo1Jnd ,n this plan 5et. See note 7 below

K. Proposed (3) 70' long I .5"0 och 40 PVC !>epbc later~r~

L. I 00 ~- M,xing Zone M. Ex1sbnC3 fence ltne N. Future MDOT R.OW I,ne

General Se£_t,c Note,, l . All d1men~10115- and locations shown are

approximate J.nd do not represent surveyed cfata. Field verify all location~ ..;nd d1mens1ons.

2. Bed all p1peo ano tank,, prorer ly to avoid breal<..ge ano sh1ft1n<3.

3. Entiure , 1x foot mm1murn burial depth for .all !ines onder areas that may t,e dr"iven over or other acceptable means of frost protec.t,on.

4 . Contractor sh.Jff inst.arr 4 inch diameter ochedule 40 septic lateral oloped at a m1n,mum of 1/4 ,nch per foot (2%) slope with one clean-out dt the home and one for every SO feet thereafter.

5 . Contractor shall install a new I 500 Gallon Sept,c tank and 500 Gallon pumr chamber at the :;i.pec1f1ed location.

G. l,i;tall a 2 inch o ,ameter schedule 40 PVC force ma1r\ from the pump chamber to the dra1nf,eld . The l1r,t five feet of force ma,n out of the rump chamber must be ~cheoule 50 PVC.

7. 0rainhelo shall conoiot of three 70' lateral• of I .5 inch d,ameter ochec!ule 40 PVC lateral w1tl1 one 3/ I G inch doameter onhce spaced at every S feet. Hole ohalf not exceed 31 r G ,nch d,ameter. Hole shall be dnlled ot raoght ,n / out. Even very sl1~ht v~nc1nce 11'\ hole diameter will cause ch.;rnges m pressuf'e. It 15 the contractor's respons.1b1l1ty ta en$ure holes .:ire exact ,n , ,ze. See aa!is-.sect,on for dra1nr1elO con&truct,on details on !>heet CS.

~Vl~IOn~

I Drwn by: M Sanders : Chko ry , M Nero,_

I 3B E. Caiter Street, Ste A Kahspdl, MT 59901

Phone (40G) 755-7008 A22-~-CO'Tl

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J~ -;; 0) " Plan Sheet Number

C3

Septic T,nk 4 Pump Ch,mber Notes, The t.ank. 5ect,on 5hown on th,-& paqe may not 1'<: repre5eritat1ve of the ac:tval $1Ze or d 1men51ons of the pump chambe,. Th,s detail ,e ,ntended to provide plumbmt3 ( winn':l 5chemat1c:5 ancl float sw.tc:h elev.it.on~ only. T arik 5tze and pL1mp model are !>pec,f1e.d In other detail, w1th1n th,s planset. The pump chamber ,s typically , separate chamber attached to the mau, 5ept1c tank. unless otherwise ;,peof1e-d. Pump d,schar~e p,p,n~ shall be 2"0 . All p1p1n-3 m51de .and W1th1n ftve (5} feet of the septic t.lnk shall be schedule e,o PVC p,pe. Acces.s to the pump shall be suff1c1ent fol" maintenance. RJsers are recommended on all tank~. and required 1f the top 19 more th~n e1t.3ht (8) inches. below the f1ms.heO '3fOund 9urface. The rise, I access hd ave, the filter shall be •t the fm19hed ~round surface. Tanks, ri~r-3 and acce," lid ~ located 10 area~ with vehicle: t,-aff,c •hall be en<jtneered for ~tandard vehicular load~ A2Z En<j,n'"'""'J • u~~e•ts the use of ph~•cal barr,er, (,.e . landscape boulder,,, lenc,n<j, etc) to protect acce,s ltd5 1n non•veh,cvlar areas to prevent accidental veh1cle c.i.ama<3e. Septic t.,nk,; I pump chamber,; should be carefully locatec !,O that there t'- .an acce~~ route avail,a;ble to pumper t rucks / rna:mt enance trucks.

~ed Notes A. F,n,shed <j<ade B. Typical acce~s ltd C. Typ,cal accetl'5 r,,er D. 4•0 sch. 40 sept,c

1,teral to sttuctu re E. s It 4"0 <>ch. e,o p,pe f. Typ,cal 4"0 baffle G. Typical septic w~ter le ve H. Typ,cal 4"0 ~ept,c f,lter I. Filter hanclle exU!n,1on J. Ex plo~1on proof electrica

JVnc.tron box K. 2'0 sch. e,o PVC un,on

htt,n<j L. 2"0 sch. 130 PVC p,pe ~

f1t tm.t3~ M . Reducer fit ting. install ,f

necessaiy N. Typ,cal .effluent pump.

MfSO 0 . T yp,cal float switch F. 2"0 sch. 130 PVC p,p,n<j Q . 2"0 sch. 40 PVC p,p,n~

out to dratnf,eld R. Altern.otive p,p,n~ layout,

a; neces;ary to achieve G It bury depth

S. El ectncal con.d u1t

L1qu1d Level Keyed Notes • - Pump Off Level, locate<!

at least 113" above floo, to fully 5-ubme,ge ptJmp

b . Pump On Level, located f G" above Pump Off level

c. Alarm Level, located 2 " above Pump On level

d. Emer<jency Depth. a space for l,qu,d stora1e sh.all be a m1m1ntJm of I 2' located both above Alarm Lt:vet and b~low pIp1 n43 17enetr at1ons

Tank s ,,e Notes, Eioth the septic t ank and pump chamber ~hall be approved manufactured pre-cast concrete type , meetm<3 all MDEQ St•te C1rc1.1lo:1r 4 aoO county r~uldlbon~. Sepl,c tan~ ,;hall have a mtmmum workln43 C3p-ac,t> of 1500 ~•lions Pump chamber 5hall have a m1rumum workmg c•p•cily o f 500 ~•lion~

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Septic :•nk ~ Fump Chamber Detail Not to Seal<

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1 -~~: II ll ll

''---------::i , __ ® ___ _

Rev1!>1on~

Drwn by, M Sandere Chkd by: M Nerd19

138 E. Gsrur-St,eet, Ste A Nll,speil, MT59901

l'hore(40G) 755-7008 A2Z.fu:J1r>eennq.ccm

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.:t i'.:' "i <'l " f'l•n Sheet Number

C4

Rec:lucer

9 0 ' benc:I

Typ,cal o f Manifolc:f Sect,o r Not to ~cale

F1me,hed ~rade

2 ''0 Sch 4C PVC man,fold

~

Cross l,t t ,n') (typ)

~90 ' bend

Clean-out with thread ed cap to G1 below finished "3rouncl sur face

f,n,shec:I <3rade l L-- l...--"'.c::'.,'.'.o'.'.s":s-:f::,t:t.:::n:::<3----,

Rebar locat ion matker (typ)

Supply lone shall be 2"0 Sch 40 PVC p,pe 5et at sox foot mon,mum l:>ury c:fepth or 'lradec:f to c:lrain back to pump chambe,

Man,fold p,pe-1/ _;-u ~ 5 foot spac,n<3 ~ 18"

Two 45' !:>ends

Stanc:fard Trench lnstallat ,on Notes, I. Excavate a.,d level 1n;tallat1on area~-2 . Scarify surface to re move any sme.Jrm~ caused dunn'3

e:,<cavation. Place washed c:fra,n ro d per county's stanc:fa,c:f c:letaols . Install urnversal encl cap and secure m place with badd1II. Place wa5hed drain roc!c, per county's standard d etails .

5, Usm~ a l1<3ht t racked machine . cover trenches to a m1mmum of 1 2 inches after consol,dabon for H· J 0 applic.at1ons and with 18 inches min1mum cover after coosoltdabon for H-20 appl,cat,ons. Avoid larqe rock5 or debr--.s 1n cover rnatenal. A well o3raded. crushed '3ravel and careful compac.t1on ,s recommended for H-20 ,nstallat,ons.

G. See product spec,hcatoons. 7 . filter falmc SHALL NOT be placed under clr;,n rock.

3/1 G"0 clnlle<J onhces at 5 '-0" on center ,n the I . 5"0

sch 40 PVC lateral line,;

Typical ol l.;Jteral Sect.or Not to scale

t------* -------7 feet -------*-------7 Fe.et - ------+- ------,

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I •I• 3 Feet 4 Feet 3 feet 4 feet 3 Feet - -l---1

Typical Dramf1eld Cross Sect.on Not to scale

Note : Adjust cross-sect,on accorcl,nqly for slopm~ 1nst,;,ll.;1t.1ons per 51te plan.

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R.ev1s,ons =

Drwn 1:>y: M Sanders Chkcl t:>v: M Nerd«:i

138 E. ~S-..reet, Ste~ Kale;pell, MT 5990 I

Phooe (40G) 755-78{;8 A2Z-~"'3.CO'n

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<() ~~ ~ Plan Sheet Number :

cs

OPERATION AND MAINTEl~ANCE OF THE SYSTEM • SEPTIC TAliKS I . Inspect f ilters every 3 month". cleaf\ and replace a'!- needed 2. Clean a'1d Pump Tank every 3 y~r5

2 . l • Co11f1m1 baffle, are 1n p l.ace 2.2 . V1,va! 1n5pect tvlech.an1cJ1 t Ele.ctr1cal 2 .3 . Observe and ca.ht,rate ,f ne<:e!)!>ary pump operat ion and tank c:lraw down 2 .4. Obse,ve .ond cor1f1rm di5.char':Je ,nto bed

PIPE INST ALIA TIO~ AH p•pe5 ~hall be bedded s1x (b) 1nche'!- ~bove ana' below the p ipe m pipe bedd1~ !-and or o ther fine gramed ~011 free o f ~r.avel over one ( t } mch m s1ze. Debris. frozen rnatenal. lar<:,e clo<fa. ,tone'? (c_,re.ater th,m 8 inches in d1a.met.er) . orq,.1nic m(ilten;it o r other unsuitable mc:1tenal5 ,haU not he o,ec::1 for b.,ick fdl v11th1fl 24 1nche5 of the top o f t he p ipe. Comp.:act1o n under c1nd around the pipe ,h.;all be sufficient to preveflt movement o f the p ipe due to 5ettlement .

MATERIAL SPEClf!CATIONS I . P,pe and f1tt1cu:,:;, from the dwellm(:J or s t ructure to the s-epttc tonk .:1nO from the ~ept1c tank to

the dra1nhel,::I 5ha11 conform to or exceed J.\STM D 178 5 {5chedule AO or 80) a.nd mus,t be JOirled by ar1 inte~1·J I bell-J r1d -5p 1qot pr1t with rul?l?e, e ld5tomer1c (:J45ket or 5-0lvent cement. PVC pipe ,hall have a, m1"1mum Standard D1me~1on Ratto o f SOR 35. ,3nd the compound type ~h•II meet or exceed AS TM D I 7 64.

2. Or.;11n rock. mV!it be wa!,hed. mu~t ranc:::,e ,n , 1ze from I ,nch to 2 - I / 2 111che~. ancl mu~t contau, no more th.an 2 p ercent pas,~1fl<3 the #8 s,1eve. The matena1 must be of '!,1Jff1c1e rLt competency to re~1:.-t 5-lak1f'k3 or d 155olut1on. Grovels o f shale. s..ind"stol\e.or l1me5-tone may de~r~de and may not 1::>e V5ed.

ABSORPTION TRENCH INSTALLATION, When Trcnc-he5 have been excavated the 5-u:le5 and bottom mu~t 1::>e raked to s,c,mfy .,.ny s-me..ired !:oo1I

~urface~. Con5truct1on equ1pmerLt not. needed to cor,5t ruct. the 5y-5tem 1:,hould be kept off t.he .area t.o be 11bl1zed for the .ab:5orpt1on trench !>~tem to p revent undee.1rab!e GOmp.act 1on of ~o,I!'>. Con~t rucbon rn~t not be initiated Vi.itlen the so il moisture content ,s h1qh.

The bottom of the dramfaeld trenche-s mus t be at lea~t I 2 1nche5 .and no mo re tll.;1n 3G mches below the natur.al (:)round 5vrf.ac..e. There mv:,t be a m1n1mum of I 2 mche5 o f fil l or soil matenal a:bovc the dram rock. \Nlieo t he bottom o f the tTench 15 les5 thao 2 4 ,nche:> below <:3round . ~ c.:;p above the n.:itural -3ro 1Jnd ~urbce 1!> required. The cap mvst be tapere d from the ed'3e o f the 01Jtermo~t trench wall 1Mth a 3 hon zoC1tal to I verbc.al or fl;itter <5lopc:. The cap mtJ5t be: !>lop,e.d to provide po,-1t 1ve drain.age .away from the center o f the. dr.;unf,eld.

CJ~ano1Jt:5 m115t be prov,c.fed at the end of each later.al. The d e:ano1Jt5 must be within G 1nchc:s of hnished <.3rade- .;ind !>hould be m.:ide with either a lon<-3 ~wee,:> elt:>ow o r two 45 deqree bends_ A metal loc.a-t•on marker mu,t be p-rOVlded for e-ach ciec1nout.

SEPTIC TANK n!STALIATIO N, \J\fher,e the top of the ,ept1c t ank ~ located rnote tti;.n· 18 mchec; Pelow the f1n1shed -3rade o f tht; ground :,urf.lce. m~nhole risers, s,hall be 1n5Ulled. e;,;ten~m<:3 to w1th1n e1<3ht inches of the f1n15he-c qrade. t o f.ac 1l1tate mspec.tion ,md cleanm9 of each compartment 1r1 the t anl::, The r15er p ipe ~hall 17<:! o l suthcient size to prov1cle acce!>s to each compa,-tmer,t for 1n:5,pection and ~ludqe removal.

Se.ahni3 material shall t,e placed around any p ,pe where 1t enter5 o r e.x,~ the t,1nk to a~surc that nc: leakage occur!>. Hyckau1,c qrovt 1:5- prefe rred however oakum .and t ar. t ar 5trip, . or s,1mdc1r material: .are acceptable 1f v,ed properly.

The ~ept•c t ank rnu!>t be installed level ,·md o n a flc1t bedd1n<3 material free of an o rganic. material debt,,. rocb . cobble,. 5tone'!, or '3r.avel ':Jr~ter than I " m d iamet er

SEPTIC TAIIK TESTING I . AJI tank! mu'!,t be w.ilt crbght. Water t 1'3htness t estinq for d concrete tdnk mayl::te concluctec:

u~in43 a v✓ater te,t. Water t1qht11e'!>, te~tmq for a po lyethylene bnk maiy be condvc.ted us1n-3 < water te:5t, a vacvum te,t. or a r re,,s.ure te,t.

2. Water t e ,ttn'J mu$t be conducted" t>y ~dl1"'3 th<:: outlets. fill1n13 the sept ic t ank to it~ operdbonaf level. .rnd .allo wi~ t he t.ank to 5l:and' for .at le.a!)t 8 hours_ If there 1!> a mea5urablt lo:;,s {2 inche:;, or more). refill the tank af\O let ~tar.d for artother 6 ho1J11> If t here 1" a.q a1n ~ me..Jsvrable los5, the t.ank must. be reJec.ted.

3. V.1cl1um t e~t1nc3 must be conducted by seal,nq all ,nlet5. out let ,-. ancl acce,-,e,s.. ther 1r1troduc:1r1.3 a vacuvm of 4 111che5 of mercury. ff the vacuvm drop~ 1n the f,r~t 5 minute.,. 1t mv,t be bt'ouqht back to 4 1nche:! o f 111,ercury, If the ,eptfc t ank fad~ to ho ld the vacuum at 4 1nche! of mercury or 5 minute,. the tank m~t be re1ect ed .

4 . For pre,,urc t c~tin-3 a tank. all inle ts. ovtleb;. .:1nc.J access ports rnost be seo.1ed anc: adequat e ly secured. The t ank ml/St be c.har<:3ed With 3 PSIG. Allow tanl pres~ure to -:,tal:>1!,ze D1!-conne-et the .air supply. If there •~ -any notice:~ble pres!>ure drop 1t1 1 hour, the t,rnk mvst be rejected or repaired . Repeat U,e t est after repair . rel~ ~e ~•r carefully th,olh2Jh .arl ap propn ate mechamsm.

PRE-INSTALLATIO N TA5"5 I , Locate all -ex1~ting dra111f1eld!>. !>ept1c tanb. ancl <3rav1ty lif1e$.-Note locat io n and p ro vid e t c

en~inee, of ,ecorcl . 2 . Locate all e.105t•n~ dry ar,d wet util1t 1es, 3. Completely remove or crush and completely fill arl e;u,t1n<3 "ept,c tank,-.

lt !STALLATION SEOUENCt The fo l1ow1ng 1n~taJlat1on !>equence ,nd 51qn off5 5hall be followed d ur ing the con!>t.ruct.ron;

J . Excavate for r1ew :5y~tcmt>, ,n~tc1H tanb .s1r\d p ump!>. 2. ln,tall bed p 1pin-3 and forcema1n!,. 3 . Squirt t:e,t ,y!>tem,-, 4 . En~1neer and f HC must ob:,erve d nd cert ify. 5 . Test float operot,on by f,ll1ng t.anks and pump chomber:; with clear water for

o ne pump cycte . G. D•~able Pump power at\d te5t ..tlarm fvnction. 7. Enq ineer and FHC EH mu~t ob!>erve and cerbfy. 8 , F,nahie bed p 1p1ne3 and cover. 9 , Enq1neer to 1n~pect tidor.e b-ackf1ll1n~.

START UP PROCEDURE The fo11owmt3 st.art up p rocedure shall I::><:: followul.

l . f ,11 :>ept1c tank with dear w.ater . 2 . Check pump re.,dy sutus. 3 . V er ify .all .al.arm!I ~re operat ion.al and 1n a v1~1ble loc.at1on. 4. Be-31n u5e .

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EPTIC SYSTEM PERMIT lATHEAD CITY-COUNTY HEALTH DEPARTMENT

Er1vironmental Health Services 723 5th Ave East, Kalispell, MT 59901

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1.LegalDescription: Co. Assess. Tr.# ____ 3_C_Ac___ __ SEC:

Subdiv. Name

··-.,.,-. .,,, /1 Number 'f~-if'J.6 R

Site Eval. Receipt 96-1519 Date Issued 1-10-'IG

Zone 1 Date Recorded 1/8/96

12 TWP: 28 llNG: 22 ---

Lot --------------- ----- Blk. __ _

COS# 5597 Parcel Size acres 2.5

Property Address 300 Three Mile Drive, Kalispell 2. Michael and Katherine Fraser same, 752-4257

Legal Property OwnerA •~aa~re-ss-an-a-P-no-n-•----------------

3. Authorization for: New D Replacement of (8:1 Alteration!Repair of D Septic System.

4. Proposed Structure: Conv. Sing. Fam. D Mob. Home O Multl-fam. (specify)

Commercial (specify) ________ Other (specify) __________ _

5. No. of Bedrooms 3 or No. of Occupants Existing Structures House --- --- ------------6. Water Supply: lndiv. 18:1 Multi-user D Public (name) ln_d_iv _______ _ Source Well -------Evaluator's Comments:

7. Soil Type: 0s,,a,,nd"'-'L"o"'a"m'---------------------- How Detennined: Avail data

8. Depth to Groundwater Table/Bedrock > 7 ft. How Detennlned: Avail data ------------

System Specifications:

9. Classification ------

1G _1_0_0_0_ gallons (min} Absorption Area __ 4_5_0~11-Septic Tank Size

10 Dralnfield

Existing tank must be pumped and then crushed in place and/or filled with an inert material. Proposed drainfield location is acceptable. Fence from livestock after completion, if applicable. All water lines must be accurately located and maintain minimum10 ft. separation to all components of the sewage treatment system

Use 225 lineal feet of perforated pipe in two foot wide trenches. Maximum trench depth not to exceed 36 inches below natural grade. Perforated pipe and trench bottoms are to be level. No single drainfield lateral may exceed 80 feet from point of effluent entry. Be sure of gravity fed terraced design standards and all other County Regulations prior to beginning installation. Keep drainfield as far upslope as possible. Recommend using a two level, center entry teraced design

1/10/96 Jim Murrell, R.S. ·0a-1e------- s,gnature u o

* These requirements establish the minimum soecifications for this septic system installation. The permit will be voided and declared invalid if the system is not installed within 12 months for class 1, 2, and 4 or 24 months for class 3 and 5 systems. Th issuance of this permit authorizes constn,lction of the septic system and requires the installation comply with the FLATHEAD COUNTY REGULATIONS FOR SEWAGE TREATMENT SYSTEMS (FCRSTS). The property owner is responsible for operating and maintaining the system in accordance with FCRSTS. Failure to comply with these regulations may result in revocation of this permit This permit does not constitute a design and does not bind or obligate this office to guarantee the performance of the system. This permit shall be given to the installer prior to construction. The owner.shall give 24hours advance notice for the required inspection of the system. Please caU 758-5760.

·------------ --- -

1 LAYOUT

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May 16, 2019 7 6LJ 381 00-00

STATE OF MONTANA DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION

1424 9TH AVENUE P.0.BOX 201601 HELENA. MONTANA 59620- 1601

GENERAL ABSTRACT

Page 1 of 1 General Abstract

This is an Exempt Notice. An Exempt Notice does NOT establish a water right or priority date_ You have the opportunity to file a claim on this water right until June 30, 2019. You are not required to file a claim. If you don't file a claim, your right to use water will be subordinate

(junior) to all other filed water rights. Contact your regional office for additional information.

Water Right Number: 76LJ 38100-00 EXEMPT NOTICE

Owners:

Priority Date:

Version: 1 •• ORIGINAL RIGHT

Version Status: ACTIVE

MONTANA, STATE OF DEPT OF TRANSPORTATION REAL ESTATE SERVICES SECTION PO BOX 201001 HELENA, MT 59620-1001

NOVEMBER 29, 1969

E:nforceable Priority Date: NOVEMBER 29, 1969

Purpose (use): DOMESTIC

Maximum Flow Rate: 99.00 GPM

Maximum Volume: 1.50 AC-FT

Source Name: GROUNDWATER

Source Type: GROUNDWATER

Point of Diversion and Means of Diversion: ID

1 Qtr Sec Sec ~ ~ County NWNW 12 28N 22W FLATHEAD

Period of Diversion:JANUARY 1 TO DECEMBER 31 Diversion Means: WELL

Purpose (Use):

Households: Volume:

DOMEST IC

0

1.50 AC-FT

Period of Use: JANUARY 1 to DECEMBER 31

Place of Use: [D Acres Govt Lot Qtr Sec Sec ~ ~ County

1 NWNW 12 28N 22W FLATHEAD

Remarks:

EXEMPT NOTICE INFORMATION

A PERSON EXEMPT FROM FILING IN THE ADJUDICATION PURSUANT TO§ 85-2-222, MCA, AND WHO FILED A FORM 627 (NOTICE) WITH THE DNRC WAS THEREAFTER ABLE TO RECEIVE NOTIFICATION FROM THE DNRC OF PERMIT APPLICATIONS, CHANGE AUTHORIZATIONS, OR RESERVATIONS THAT MIGHT AFFECT THE OWNER'S EXEMPT OR OTHER WATER RIGHT(S). FILING OF THE NOTICE AND ACCEPTANCE BY THE DNRC DID NOT CONSTITUTE THE ESTABLISHMENT OF OR CONFIRM THE EXISTENCE OF A VALID EXISTING WATER RIGHT.

OWNERSHIP UPDATE RECEIVED

NOTICE OF WATER RIGHT TRANSFER RECEIVED 02/18/87.

OWNERSHIP UPDATE RECEIVED

OWNERSHIP UPDATE TYPE 608 # 61443 RECEIVED 08/04/2008.

· 1111111 m11111111111111111111111

*FILE* . I 1111111111111111111111111111111111111111111111111111111 Hiil 11111111111

*EXEMPT RIGHT* . 1111111111111111111111111111! 1111

*76LJ* . 1111111111111111 IIIII ll111111111111111

. *38100* 1111111111111111 Ill *00~

---·-·-- --

'

Box Bar Code ---File Bar Code~--

Date/Initials __ _

Ill ... .... !=? u, u, Ill

, ..... --- -----,N-Ti_'E_R_U_N_IT-JO_U_R_N_A_L_C_O_D---1~ ~ I\)

51>

'ET

By Lyn Gicos at 12:54 pm,Apr 26, 2019

REVIEWED/AUTHORIZED - Electronic Stamp Section

~ .... i0

APPROVED jay Jamie Caln at 2:46 pm, Apr 26, 2019 I

Revised: 12/12/2018

_ _ _ REVIEWED/AUTHORIZED - Electronic Stamp Section

Prepared By: ~ ennifer Soliday -fz ] oate:(411912019_] Agency: I DNRC I Authorized By: • (Catherine Ries {% -.

)Date:[4£J"qzi~]

The signatures above certify that the goods were received.

Fiscal year IUJ will be posted to:

CARES SABHRS Projecl Agr Account Class WK 0111: Unit Account QTY UOM Unit

02038 060 9202 059060 64107 1 33

;a ell ::: ~ ' -

Track Type

Business Unit: I Attn: Water Rights Division

Invoice#: Filing Fee for Statement of Claim for Existing Water Right EXEMPT DOMESTIC USE

Contract/PO #: IWater Right #76LJ 38100-00

Keierence Track SABHRS SABHRS Sub Program Open Item

Number Fund els Year Amount Key

02422 450HI ..:u1:io 130.00 Parcel 56-85

Hard copv of backup

data will

be mailed to DNRC.

- 130.00 - ! -