HomeMy WebLinkAbout030-2113-70-000^� PRIVATE SEWAGE SYSTEM
GounLy St Croix
S.r.Mand e. re Ovivan INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
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TANK INFORMATION ELEVATION DATA
TYPE
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COMMENTS' Imnwe wee elxrepenwq pereen¢present emIl Imppelceonp, IR✓ NITI�N P.lo Ln:pnmen ax 1 I
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PROJECT Iemwnllam. SYBtem PLOT PLAN
ADDRESS 176200uran1St. NE HAM Lake Mn SatesNE w SE vas 36 rT 30 RrR 20 w TORN 3t Jwepn courvry SO CRGIX
SYSTEM ELEVATION 113 0'
8110/20 3
CONVENTIONAL DATE BEDROOM
Ai-0RA08 NER CONVENTIONAL L6T HOLDING TANK
MOONO_ SEPTIC TANK SEER 100) gallon EST TANK SIN p038 pANK slz8 630
HOLDING TANK sin LOAD HATER .5 ABSORPTION AMA 900
_ R of dramBen none
BENCHMARK V.LP TOpM ebel lerq ryal
ASSUME BLEVATION TOP tii ]W WfC4RG Eller '�
❑BORSBOLB OBELL •H.R.P. BarIRUCerltllmelk
B M.'
3 acre lot
Pmpedy Lme(not to Goals)
Scale . 114' = to'
0'
80, ✓
GOPy
I
i I
Area lF below System Is to remain
undisturbed
108,
110,
20% slope
B - 11
112'
B-2
113'
114
10
116.
umlm Hcombo Tank
B3
Grading Is to be
done to Gave" mn-.
0 away Him ANDhem
.
Well IS SO meet All WBNR ssftcks
Pm 3
Bedroo
14ee
Property Une(nol to scale)
Trill
DIVISION OF HDUSTRY5FWI e
nap„aaaa W alp a; Ora;:
'� RanVvdav y .`tem �t
August 24, 2020
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES 1o1Ln&34
Plan RO,I PWTSOS20o1S]p{
SHAUN R BIRD
1432 Ends SI
New Wehmad W154017
SITE LaRT Williams
322 White Eagle Tutl
Town of St Joseph
St. Caere Cowry
Total Amount. $250 00
FOR
At Grade Component Manual -Va 20, Si 1085f
(NNN9,R In2)
Pressure Distribution Compmwt Mannel—Ver 20,
RED 10906P TO 01/01, R 10112)
Dceew m, 450 GPD ODe✓ronme—All Conavur oral
Mmoletw¢e Rogmrtd
The submnNl deavbed mole has avoid mv¢wWfor Confomwa With appbabla ANamnsm Admm¢vYrve Cod"
and Wtsmwm Smmta Thewbmnml by been CONDITIONALLY APPROVED This system is to be
rvvted and 1outW m avmNenw WW me woed apamoi plans and With any wmpowt manwlla)
mhrtn.W above ThcowyyI an defr I vhepier 10101(10), Wiseansm Suratp, is teaponmble for omphanee
W ub all mde regon mmm
No Stwn may eng igem orwnak at plombmg In the slab unless bmnsed to do so by the Depenmml Ed S 14506,
suits
TILL, U1111m0modomoeahall be met duwg mnawvnon ormatulhlmn end pwr to Santini or uve
• Enur del rtopnor end dmmg mnawNon to avoid dtslurbenw, eompssuon and use of the Site
• With new construction, It is rtconnamped at to acnvme the mi the doe tank men the Wks
pumped prior m homemvner oavpemy
Waa hr generated from nelvmmg ofemmmen and LOSS Lid or tell ov
pmi Shull mr be di suharged into the drains disehurgnig to the )avail onnm Wenionsi dommenl System
DOWTE) Waste ge... ued shall be property dnpood of m.me oeoff n to
• Any tall greases, Ii and sun by shell be al had md«moved on or to W l LIZ the sur for mnnl NO IT OF
ptn'rnt tuipmg under the dtspi area All law orgmic materiel to be semi film POWTS Depttsel
Area
Cover Page
Shaun Bird
Bid Plumbing Inc.
1432 1201h St.
New Richmond Wi 54017
715-246-4516
Date 5/22/20
Orman -arty Williams
Location: NE1/4 SE1/4 S36 T30 N,R20 W 322 White Eagle Tratl St Joseph
Manuals Used, At -Grade Component Manual vemon 2.0 SBD 10854 IN. O30])
Pressure Distribution Manual version 2.0 BED 10706-P(N. 01/01 R. 10/12)
Page%
1. Cover Page
2 At -Grade Plot Plan
3 At -Grade Cross Section
4. Pipe Cross Sectioni Layout
5. Pump Chamber Cross Section
6 Pump Curve
7. Pier Specifications
8.4 Malntance and Comin Plan
Attachment But Test
Shaun Bid
Signature
License numberf226900
Page 1 of 9
PROJECT 1A Whams System PLOT PLAN
ADDRESS 17M Cursor St HE Hun"Ist Mn Booml
HE its SE vas 36 /T 30 N/R 20 or TO" St .IOND`i COUNTY ST CRJIX
SYSTEM ELEVATION 113D'
0/10 30
DATE BEDROOM
CONVENTIONAL 3
— Ai6RADR %IX CONVENf10NAL LIFT BOLDING TAr1I.
MOUND_ SEPTIC TANK SIZE low DaIIMa LIFT TAM( SIZE D09E ipNE SIZE 830
HOLDING TANP. 912E LOAD RATE .S ABSORPTION AREA 900
_ p Or eM1embers none
,BENCHMARK V.R P, TOO Ot steel lane post
❑
ASSUME ELEVATION 100' Filter Die0R6 FiEm BOREHOLE (DWELL -9 RP aemBu [encM1nah
BE..
3 acts lot
PrOpBM Llm(nwt to stale)
$cale = Its' = 10'
0
Bo' �
I
ao'
I I
Area 16 below system is 10 RmBln
undisturbed
O!W�ebW�
11030%
elope
B
112
B 3
113'
114"
11W
HUHautt Combo Tank
B3
done to
oH away
system
Well Is to meel all Worvq 9eWacka r
Pro 3
`
Betlmom
HEAR*
Property Llneinot to scene)
Wrote Eaale Trail
At -grade System Sloping Site Cross Section and Plan View
E}
r -----------------------
'is'
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IIf f 1
E a - r1/6B�
�IG7
om_
Om,
1—t -Plowed -Clean aggregate O -4m sch.4Upvc
bwl area M X to 2 S in du. observation pipe
Lateral with 2" Topsoil Cap
aggregate over pipe
Geotexdle Observation Pipe
Febnc G With Cap
Ftt Lateral Invn
.' Sb� J
TOMod Cap
Slope Direction
GENERAL MgpA JL ATION: This at -grade area is staked out along the desigd contour. Ew''sting
vegetation is nwwed and raked off to site The basal use (L is W) is staked out and plowed with a
moldboard or chisel plow. PlOwing may not proceed if the soil is wet enough at the plow depth to
form a A inch soil were when a aemple is rolled bcrween the palms of the hands The A x B visit is
covered by clean aggregate deposited ovcrbcad by a bacillus. Special care must be used when
placing the aggregate to mimmve compaction of the plowed surface. qua! the topsail cap is placed,
the southern at -grade is secured and mobbed to promote vegetative gro'4M, hint erosion and prrs;n
from blessing. The observation pipes are perforated in the lower 6 mEhes end secured in place
031051® Page 3 of-
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MminlelnlNs Code
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alo Yry rNM°el Ndrvtle of all moMneeN peamn]oYemmM PpV:6 kWnrYlar.
P em4 mpnn gMll M goNded b Ills Iwvl rpulalary aNMMywflMn 10 tleye olmmplalkn W eery rrvb exM.
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START UP AND OPERATION
Fm m, m anchor . pror m uu of are POWIs mbar fenm.m mi for -he me nce or pYmnq pWWA or othe, crannies mil
Mw Impeb "royal normal eMlo, damage the eieWaol ante). :t hl am blMea rave my meteor' or Ne
ha l,.,qm by a aPWge sal amid oro1 n.u.
splem pall y smal not barrel who, hod Eibw ere room It Pro, bel eMe WUMW
Owing porma oleff pump mne may ml anon, pommel ngym er bred. Wlvn powe, IS ,ebwtl En, m Ma W null a
leGr."d to the mammal ball($) In oms WardWarda. aouence log dera )end may mi In N. mYarpw Nr1IY dtlwp. d mil
d this nuetlm bay,
ve tle or If, pump bane romping Cy a s.vaga s.n9ire Opxebr one b leab4p Prowl b Ye
Wend pump or tmua a Plumber or PON?s Malmnmar b suet In manually op.nung"Pi ba^nda n ruble I mmel Nvla
wtlnm IM Pump bane
0o nW Mx or jet ml wet apple am elWcwl doge Do not drre or One aur, or MMww dMen m compared. file am warn
u be Horn Yppe of a" mound or W-grade eau Moroi area
Rwimpar or Minomtlbn d lM blbl ham IM waatewattr firean many On tlw pMnrrence YG Wbng R4 Na or the al
werinew. may ream. YPu,elb butte: m Marge,dBplmwb. 0.nW Mao. deters dMNWbm y M', houndi dram
(dump pump) wear'. Iruh and p veal parinu�gmayl Bleue: MR . one evp, ,rMtdale: ml: w W P"I'me.
",fW" un:bryne m.Indoor and water eoi fie.
ABANWNMENT
Video me Pavers taut$ whoa, m pour Inn w or urvla they rdb m anal be Wend Wun mat da aymm a papeM
May ••eR.b.nmmd n mnpmrrm met ehep r cm.IT, ES w waan.n renbrlWab. Cme
• Nl plplrpbbMeeM pb NYlWdeanngMeN Ne 6ETtlOMd FApeCq,grrpa aeaW
• TswrWlb WeH bore end plY•IUIIWmmowdaM pmpan/dlapaW db/a bpeX 9arvbry 0pe,eM
ASx pumping. N bm4 and pit Mal ow emuabd and nmzM on NW covert' RmauM and tln will •Wa filed Met ame.
• grnTl prepare bull solid inal
CONVNGEKCY PLAN
It are PGNTS klla and mane m npY,M Ne mlbvina mweu,m nrve been. or mutl W Wed. m omads a cab am N
O A•,,wi reawarme wom hu Wen svNWaa nb may pay uth,md her may pclbr or a rtp On deammMryWn
Tn, malown eM arm shi W p hom epbmm eneM compact andMu,X had alhMlya µet by ,uarltl
W W.M nod e.Wl,Ig w p,aoaN Wna..lm nrea.m wed. FNwn to p,pW M r.pbmm.m.rmwr r.wmw w need
M e 0102 dre, stele rvYueW'I b wbNYn a WIW W ,WeamnTam Re[Ypemwd ay$Iame mW mMy wIN Ve Nae n
A whisir Nel tlmn.
O A Wneble , n ey arm emW ells b tum eMb w rsnrbpme. Berrnp eMwe In PUVIS lal.rolopl a
Mflry WM meY arranged un� W,uolbnplea ere al'al PO`Ms.
)ouM Ee perrum d to ki s�auybY np aminall n®If up gmenlw b MdY is aO a np park may W knew
WH mewl b nplxe lM read POl
Ind and nyMe all able llan ryabms may be raborenuYee In plan bldewl rem rou or Me em l0 the A hot
WrIEW. ReareWNwn al WN syalemamu4 amplyMNIW rvbs In aRab tl btl tlme.
aMWRNINO»
3111 PUMP AND OTHER TREATMENT TANNB MAY CONTAIN LETMAL OAIBG MMR WSUFMaI DON. WNOT
E RA BE l PUMP OR OTHER TREATMENT TANK UNDER Wry CIRCUMSTANCES. DEATH MAY REBIILT. REVUE OF
PERSON" M THE INTENOR OF A TA WT BE gFFRULT OR IMP UL
POWIY INTALLER POA'TS YMTAI XXER
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PWm Pnone
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Address
Project Name lany Williams Sill Test CIDt PC
Atltlreas SM1a
Ham n) Me St. NE
Ham lake Mn 55304
Lot 7 T10 #226900
SubtlHlslon White Eagle Data 8/10/20
NE 1/4 SE 1/aS 35 T 3g q/q2p W
Township St. Joseph
Boring Q Well PL Property Line county ST. CROIX
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Project Name Larry Williams Sha
Address 17620 Durant St.NE
Ham Lake Mn 55304
TM #226900
Lot 17 Subdivision White Eagle Date 8/10/20
HE 114 SE 114S 36 T 30 N/R20 W Township St Joseph
❑ Boring Q Well PL Properly Line County ST. CROIX
BM or VRP Assume Elevation 100 it. Top of Steel Fence Post
Elevation 113.0' 'RRIPSameas Benchmark
B M - Scale = 1 /4" = 1 p' Property Lull to scale)
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110'
B-1
112'� B-
114'
116'
B-3
Property Line(not to scale)