HomeMy WebLinkAbout176-1086-40-100
'vviscars~n Deoan-en'ct Cc-'-erce PRIVATE SEWAGE SYSTEM `'0001•' St. Croix
Sare:/ and B.lilang U v s r
INSPECTION REPORT San.lary Pcrrnil No
GENERAL INFORMATION (ATTACH TO PI.-.Rra IT) 606921
Sa:e Plar lD .vo )
Persnrnl i^br..M or qoU r,vide r-aii oe u®eo'C' •enirda'y pu'ocses iPfl, Law s -5 C4 ;11:,111] 2(~99[~(~ 947`3
'C' - t •lolder's Name C t' V Ila,e Towlls-rp Parcel lax No.
Krautlee Holding Company LLC VILLAGE OF ROBERTS 176-1086-40-100
CST RV CMv Ins? W C ev. Rhl Uescr ptic- Sect omTann.Rar e.tvll No
/0O rA y 27.29.18.651A-10
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV
Septic - Benchmark
z.7(o i6z.7 iall
Dps ng
Ci • An Bna
Aeretticn g
Bldg Sene•
::.o,..
Hooing SJ'Ht Inlet
TANK SETBACK INFORMATION SUHtOUtet
TANK i C P(L .VFLL Fl .DG. e: t •rfdn I-takc ROAD Of in'et
Septic of Bottom
Dosing ; Heado,:Man
3L, Z4 %D {5 r7 7 g
Aeration
Est Pepe
y' S 5~. V5
Ho ding Sol. Sysicrr
it ~I?•ZS
PUMP/SIPHON INFORMATION Final Grade 3.5 99,45
fvtanufacwrn' Demand St Cover 8. 9
Nlcde' Numder
5~ ~4~ C ~-o,, r 6.9 95 • ~
TDH LJt~ Friction I-os§ Syslern Head I DH Ft
f r 5
Fcr,:ernarn Length Dia. r I DA, tc wcu 1
SOIL ABSORPTION SYSTEM
BED/TRENCH V;d:h Le-9:h No O_' '1_l PIT DIMENSIONS N^ 0'Ph nsme Dia tqua NCplr
DIMENSIONS- ry.~, -
SETBACK SYS TFN1 TO P.1 BLDG WELL LAKE3STREAAI LEACHING Ma: Va,-wer
INFORMATION
Y': r^: CHAMBER OR -
0 UNIT Model Mrmper
DISTRIBUTION SYSTEM vi
header9Aa•n'pd Jis9iou:icn Dom. xllCC Size Kllolo Spac ng :v"A-'nlav.o
r
P Po:s'
le-9'h 2, lo7Cia Lengt- Dia Soacrg_ 3
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Cver / Cep'b live: XX Dep:h cl Xx Snetla. 7+SCaded ,A M,ICnel
rteor I,vm-Cor'le• c 1 f f>e•5EC]P.5
,5•-(3 d 1 ~"Q Pe5 L NO Yes I. _ No
COMMENTS: linclide ccpe dscreperles, persons p,esort etc: Inspection ft1: 1 nspeyiign p2:
Location: 1;44 7DTHAVC . - G~x Pf~ V
1.1 Alt BM Description
2 i Bldg sewer lengd•
- amount of cover = v-
a CdJlA- 7 L4,(r) OA_/
Plan revision Required? L Yes No
Use other side for additional information I~__1__rb L ii x-
,,I,,.,,~_ Dale nsepctors Srgnamre en No
I
~I '1 , L Industry Services Division 11 (tr,l.
ai I ASP 1400 E Washington Ave
-
\vueny Permit Number (to be lillcd III br l"o I
P .O. Box 7162
\ $ ' •I'I_ I _llli~~ Ali MadilUn, WI 53707-7162
i r I Y\AS, TI I
(0 ?Z'
1
I $(111118,t'y PC.Clll It ApplIC3tIClil \r nu ll.nuauum Numhcr- -
In a..oNaner tvhlf SI`5-\Si-?T 141'iv A l A , wbmi n ntlllu f' hn to the . it
I, requited prior In btainml:..:nulan pennn \ r° ;\pphc Hole than. Inr >lale-owned I'MA IS are euhmi!li I"
-
u; Ikparfnm•'I ul Sati•w and I •ulessinnal [u, Ir.: 1'cnonel bt6•mtalron you pnrrldc Ina) be u.cd Inr .ccen~nl t. Protect Address (it Jillarent than mailin@ aJArc>.I
pu oscs m a; duncenh the I'm ace I aw, > 1 sL41 I inn s. Mal,. 1244 70" .1vcnuc -
I. Application Information - Please P lot All Information Pmlx:m'rhsnd• Name
Per s~ _
~ ~I cBuskcr' _ 16114',-i(i-Inn
P•rpcll%Owler s Mvli1lg;1Jd JI/ ilQTT7;v • .
1196611" Awnuc Propene loca(ion
f ,I. Lot
Cut Stale Lpt (laic Phone Number \I . id \ non
RI hens. WI "o23 sleoncl
11 type of Building lebeek all that apply) [.or a
❑ I or _7:uuJ, )welling -Numhcrad❑cJnwnts 1 vuhdniau.'. Nnux
ubhu(lnnm r I,I Dcacnh I h;~ Jjloct t' _
t
Cnp of
L SIaIt Uwnnl Dscrihe . w El
l, , I Q UIlave", Rebel
>V1 Nuntbcr
~
,cvti'0 _ 1 o1.~Pgt X03 Ll I own of
III Tvpr of Pernrit (Check only line bus on line A. C'omLete line B if a I I icabfe~
tie qrm Rrylacsmnn St'stan - l reallueni. I h:ldm•,I Tank Rel'I'tw 11I link ❑ Other MOdillca KIII W I:aku System (explain:
B. ❑ I'anul Kencwal ❑ Permit Rcri>iuo: ❑ I, hmtge of ❑ Permit hander m New IJat Prcelnlw Permit Number
H ( late I» eJ r '
- - - ; ,
dittc I'xInrnu n umber lJsener
- _I 1rr
I V. vp of POW I S S-vslem+'C•onl unen1. Devicc: (,Check all that appl) )
Non-I'rassnlial In-( round ] I-res.nnnd In-(,rremd ❑ Al-Grade ❑ \hnmd .2.4 in. nl witele snil Ntuund 24 in ofsmlable wil
I :Idle: lank ❑I)tit.r') m,l -n: Icsplaini -]P::Ircat^att Dsvi.e fcVpla:nt
V. Un xsmV reahnent Oren Infmnlanun
lk I n i I n, Ieild! I>t I S Il 4PP1i 1111 Uspenal 'A ea Kcyui¢d (x11 DI l sal Area Prup,,ed tsl) Atclem
,euun
IAI IJ>C 1 ili
e ~ Le .e14 ✓ 19 .19' r
NT lank Info Calm in
(I JI nf> r
- ae IJ of a
G,illan> Lnit r 41mutl slurcr _
Vew I'mtk> I sisam~ l::nks I n 2 . Z Z z'
Scpve cr H.wme Tuh tigi lass I VA ls:er(enlsr.~/] ❑ ❑ I ❑
J
1h, nn lhanthel gin 951p
j I ll l: ssr l oue'ele - Z _ ❑ ❑
VII Responsibildy Statement- [,the undersigned, assume rr. ponsibilis fur innodlation of lbr PO\x fS shown un the attached pints
Plums - Name I I ow I'l;:mbvf _s line Nil, .'Nil R \w0i:r i snc.s Phone Number
John 4hnlilt - Z~2 i<i~~ ' " • -j(_.~ 7 71i 760 (u86
!'lunihu s Add7e.> r1tn.U City. \tatc. lip C,-dc I
~ _ - - - _
616 I'll I ;Ave. Somerset, M 54025
A'lll. (bun( Dc rrctment Is_ a Only - o-m t
t \.pureed ❑ DI. :paro, I'en it Fee ~e Date IaucQ 1»T lime apenl Gyjt elute
C.~~) II
I n\na G!e n -0 a+on titi Ocnia ~ I0. l r
IX. Cnndi u 1 ea. n> her Disapprnyal I~,~t f t
wymr.IS, 4 Mm eA tj' R'rdt r% !•f 'P `
as
per mw ayerrteM piEn yv risen Lv VlwTIM.
2 AM
ee!hv* relnt .ens mIr t lie. rart'r.E : : r 1.1.
A IIIh In anmplcre pile M, the s, \Irm laid obrlft In flue/mint. nnl mpaprr nM lc,, than ar!s 11 imh, in site !
PLOT PLAN
F>roject Name: LBM 750 gallon per day Mound Septic System
Lega' Uesc:IpLOC. SE1/4. SWIM, S27. T29N, R18W P.L: -Part of 176-1086-40-001
Subdivision Nams- NA Lotk TINA - -
Vuge. Roberts Parcel S2- 110 Acres SCALE- 1^ = so'
Li
County' St_. Croix
Contour Line _levatlon. 95.86 l- Dimensraas.'8X 93.75' a mch 5-h at -.asi G25t5
System. Elevation 97.19 bAound Dimensions 3- x 2.4.32' 2 inch S..h40-ASft4V 82
Slope 2 ' V2 Scn 40 -r 571,1 ~1TAS _
A, ;;M1 Elevation 1100.00' lop of 2" PVC pine
Bh1r Clevalion: 100.35_' Tnp of ' F1,P pipe
■ BacKbaePas.
Septic Tank 1585 gallon Septic Tank wi POLYLOK 525 Efflunt Filter_
~osc -rnk: 950 gallon Dose Tank
W
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1 I
t ~ I
I r1 (~6 ra ~ f l~
t~a LI LsN j11A-/C(-%" O O
i I Sic 34 1>?
.ic rib C/i.~-L L I
H
11H j?~L.~I+Sc 1)
I
~rllvw SPS 3t2-;q 1
oa 5ox!
I'~ ~N 17i6J o~~
~K; DIVISION OF INDUSTRY SLRVICES
Sa24 CRFFKSIDL LN
HOI MEN W 154636-A4fiG
` 0 - DOntae: I hruugh Relay
SP http':'asps.wl.goy:programs:exfaetry Services
wwvr wlsconsin.gov
Scott Walker, Governor
Laura Guti6rrez, Secretary
September.'1, `017
('US'I ID \o. :?()ll . ITV: 1101IF7.S Llspecla
JOHN F SCH\11I I ZONIN(i OFHC1.
SCHMIVT h SONS FXC A\' \TING Sl CROIX COUN Il' SPIA
016 1`0111 AVI 1101 (:\RMICIIAI(1. RD
SONIERSL'I WI >4039-6920 HUDSON, \A'I 91016-7103
CO\DITIONAI.:APPRO\ %I. -
Identification
PLAN APPROVAL LXPIRES: 09.'2U2019 473
Transaction ID No. 2999)?3
SI 1 L: Sitc ID No. 392661 [,but Slone Please refer to Iwth identification number,.
'11111 Ave above- in all correspondence with the
Village ui Iii+bert. agency.
St (I (cxuny
SI<1:4, MI, 14, S21, I'29N. RIM
FOR:
Object hype: PO\\1S Component Manual Regulated Object 11) \o. 1"6441
Maintenance required- -50 GPD Flow rate: Sysfeni(sl: Mound Component Manual - \'er. 2.0. SIM -10691-P
IN.0101. R. 101'). Presurc Distribution Component Manual - Ver. 2.0, SBD-107-06-P(\.0101. R. 10.'12):
Commercial Sv.lem, Ltllucit Liller
Ili; submittal described aline has been reviewed tiir conformance with applicable Wiseon,in Administrative
CeJes and \\'iscumin Statutes. The submittal has been C ONDITIONALI:1' \PPRO\'LD. I li s)stcm is to he
constructed and located in accordance wilh the enclosed approved plan, and with any component manual(s)
referenced above. The owner. as delined in chapter 101.01(10). iscon in Statutes. is responsible for compliance
wish all code requirements.
\o person may engage in or work if ph nthing in the stale unless licensed to do so by the Department per s.l d>.06,
stay.
I he following conditions shall be met during construction or installation and prior to occupancy or use:
• The discharge of hacardous waster to a private sewage system is prohibited by state and federal rceulzwons
Accidenlal discharge of an\ hazardous substance io a private sewage system most be reported to d:c
Ucparlntenl of 'Natural Resource, (\VDNR) or the \\'isconsin Division of Fmcrgency Government.
• This k,tern is to he constructed and lo"acd in awcordancc with the approved plans and with file "Preswre
Distribution Component Manual ter Private On,ife \\asfewatar1-rcatincnt Systems Version .O" SBD-10706-
P (N.01!01).
• This system is to be concl rutted and located in accordance ,eith the approved plans. and file "Moo tid
Component \lanual for Ih ivate Onsite \Vaslewater Systems Version'_.0" S11I)-10691-P(\.01:01 L
• 1 be pressure network is to he constructed in accordance with publications SBD-l0?06-p(\0101)"Pressure
Di,tr i but ion Component \lanual fur Private Onsitc \\4tstcwater Neat ment S\,lenu - Version 2.0" and or the
,icing methods of publication "SS\N MP Publication 9.6 Design of Pressure Distribution Networks for Sf-SAS
101 t31)".
A copy u1 the approved plans, specific:n ium and this Inner shall hr on-siR. during construction and open to
in,nection hg :rulhoriied repre:attafivcs <~1 :hc D:parom,m, whidt may in, II d .:oval inspcclor,. \;I IN •rmn,
Jf HIA FSrllhil.l p.,o;.'_ vC.!_..C
regaired by the state or the local munieipalily shall tv obtained prior to commencement of
construction installation ollem ion.
In grantingg thi, approval the Division of Industn Services reserves the right to require changes or additions should
condition: arise making them necessary Ibr code compliance. As per state slab nolhinc in this review
.4ner of the responsibility for dc,icning a sate building, structure, or component.
shall relieve the Jcsi.
Inquiries con:crning this correspondence may tx made to nnc at lte telephone numhcr listed hclow. or at tltc•
address on this letterhead.
The above ]ell addressee shall provide a copy of thi, letter and the POWI S management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the PO\\~ FS.
Fee Required $ 250.00
Since 1%.
I hi, \mount Will Be Invoiced.
\k hen You Receive That Invoice,
Malthcw Allen Janzen P1casc Include a Copy With Your
Waslew;tlcr Spccialisl . Division of Industry Services Payment Submi0al.
(71 j 10-0 to' . W iSMART code: 7633
nnatthew janzenra"isconsin.gov _
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name: LBM Stone Mound
Owners Name' Luke Busker
Owner's Address P O. Box 180
Roberts, WI 54023
Legal Description SEV4 SW114, S27. T29N, R18W
CONDITIONALLY
Village: Roberts APPROVED
DEPT OF SAFETY AND
County St Croix PROFESSIONAL SERVICES
DIVISION OF INDUSTRY SERVICES
Subdivision Name NA
Lot Number. Block Number SE bftn£ UiDE NC
Parcel LD Number Part of 176-108640-001
Plan Transaction No
Page 1 Index and title
Page 2 Gallons per day and tank size calculation
Page 3 Data entry
Page 4 Mound drawings
Page 5 Lateral and dose tank
Page 6 System maintenance specifications
Page 7 Management and contingency plan
Page 8 Septic and Dose tank specifications
Page 9 Effluent filter information
Page 10 & 11 Pump specifications and curve
Page 12 Plot plan
Page 13 Septic lank maintenance agreement
Page 14 Warranty deed
Page 15 CSM
Attachment Soil evaluation report
Designer: John Schmitt License Number: 223760
Date: 9+412017 Phone Number 715-760-0486
Signature
Designed Pursaant to the
Mound Component Manual for POWTS Version 2 0 SBD-10691 P (N. 0'.:01) and bosh
SSWMP Publication 9.6 Design of pressure Dstnbu1ion Networks for ST-SAS (10181) and
Pressure Distribution c<nnponcot Manual Ver 7 0 SBD- 10106 P :N 01,011
Version 7.0 (R. 0312012) Page 1
CALC ILAIlOfi OI• GALLONS PLR DAV AVf) [AN K SIZE
For
LUKE BUSKER V1ASONRN
(Proposed Shop Building)
I he septic system will serve a proposed shop building for Luke Busker Masonry,
ronsistinc of 70 rmplo~cc :u:d 8 Iloor drains. The 8 floor drains \N ill be for domestic
wa,tc\+atcr. Ah other I] oor (iram, m H he directed to a non-tiomeStie wastewater holding
tank.
Luke Busker h1asonrN (Table A-383.43-1)
70 5mplovccs 20 X I GallonsDav - 760 Gal Ions Dav
8 floor Drains 8 X Gallons ; Dav '_'00 Gallons 1 Dav
I At a 40 Gallons Dav
Tolal - 500 Gallons / Dav
Dc,iun 1 ions 'm fable A- I >OO X 1.5 -750 Gallons Dav
Daily \Vastewater Flow = 7-50 Gallons/DaN
1'0\\ I S hreatment Tank Capacity
Minimum Tank Volume- IAT i (11.0 gallonsperson. daN N car s fAT 75
gallons+''day s 3years) 4 (46.77gallons s D\VF : 75 gallons/day) -
MininumtTank Volume-750 i (I1.61gallons+'persotvdavl Cars Till : 7,gallons/(la\ s
years) - (46.77gallons 750 75_allonsrduy) 1566gallons
Minimum 'lank Size = 1566 Lallons
Proposed Treatment Tanks
Proposed Septic Tank- Wieser Concrete WLP 1585 950- MR -1585 gallons
Total Gallons or Treatment Tanks = 1585 uallons
Page 2
Mound and Pressure Distribution Component Design
Dr_
Site information
C Residential or commercial Design nNote Sand011 (D) raiwlafions assume a
e 30344-3 in-situ soil tteatment for
500.001 Estimated Wastewater Flow (gpd) fecal conform of 36 inches.
1.50' Peaking Factor (e.g. 1.5 = 150%)
750 00 Design Flow (gpd)
2.00 Site Slope
95.86 Contour Line Elevation (ft)
20.00 Depth to Limiting Factor (in)
0.60 In-situ Soil Application Rate (gpolfe)
Distribution Cell information
93.751 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/ff)
1, Influent Wastewater Quality (1 or 2) Are the laterals the highest point _
in the distribution I _ Y
network? Enter Y or N
Pressure Disribution Information
C' Center or End Manifold
2.67 Lateral Spacing (ft) if N above, enter the elevation (ft)
6 Number of Laterals of the highest point
0.156 Orifice Diameter (in)
2.50' -,t mated Orifice Spacing (ft) = 6.94 fe/orifice
2.00 Forcemain Diameter (in)
100.00 Forcemain Length (ft) Does the forcemain drain back? Y
Ente'•' r,r f!
89.00 Pump Tank Elevation (ft)
F----47575] System Head (ft) x 1,3 M58 Forcemain Drainback (gal)
1.86 Vertical Lift (ft) 5x Void Volume (gal)
6.60 Friction Loss (ft) Minimum Dose Volume (gal)
0.00 In-line Filter Loss (ft) System Demand (gpm)
19.01 Total Dynamic Head (ft)
jin.dia Ffion-schoice Manifold Diameter Selection
in. dia. options choice
1.25 _
0,75 1.50
x
2.00 x
3.00
Gallonsllnch Calculator Icl-,i
Treatment Tank Information ! Total Tank Capacity (gal)
I Total Working Liquid Depth (in)
0' Septic Tank Capacity (gal) ` allin (enter result in cell B49)
, Manufacturer l~J 9
Wieser ser Concrete
Dose Tank Information Effluent Filter Information
9.50.00' Dose Tank Capacity (gal) POLYLOK Filter Manufacturer
!Filler Model Number
25 00, Dose Tank Volume (gaVin) 525
Wieser Concrete Manufacturer
Project LBM 750 gallon per day Mound Septic System
Page 3
Mound Plan and Cross Section Views
-T
JI
,,tion Pipe -
#1!10 B 0,4
l
K _A
i
L
Mound Component Dimensions
1.00 ft K 9 62 ft
A 8.00 ft E 7 92 in H T F- 8 89 h L 112.98 ft
B 93.75 ft F 9 50 1n W 24.32 ft
7 43 ft
G 0.50 It j
D 16.00 in
1583.28 (ft) Basal Area Available
750.00 (W) Dispersal Cell Area g 38 (ft) 1110 B Obs. Pipe Placement
8.00 (gpolft) Linear Loading Rate
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 98.99 (ft) _ G * 1 H
97.69 (ft) Lateral
F uisPo- rsel cell invert
I
97.19 (ft)---► II t
Dispersal Cell E D Q ji.
Elevation ~y<r~
Q ~ 86 (ft) Contour Elevation
2 0 % Site Slope Geotextile Fabric Cover
o n -IT- Dispersal Cell See lateral details on
~Shading Key page. 4 for number, size.
Topsoil Cap .2 c 1.5 ft and spacing of laterals.
V Su050i1 Cap A II°. :a Laterals are equally
7 e F spaced from the
ASTM C33 Sand 10.5 ft Tyolcal Late a1 1 distribution cell's
Tii{ed Layer c H I centerline in the
yT' Aggregate ° o -i- distribution cell (AxB).
Project: LBM 750 gallon per day Mound Septic System
Page 4
Center Connection Lateral Layout Diagram
LaalaL +r«i•Semw al
anrpoK'•' ~
For<«rt.an•:•inr,r.:ri•:n crf ree or acss to mamk>IA at
4v--. S
-_P= - y
•=Turn-up'x.>•GHII Valle 4r IEX-'-'I'`xR~,1?+I Latet013 firC('ff,a'rt SCh 40 PVC
of ea neut plug per SPS Tat.--le .,A 305
Hole: AnIkA n rlw tavom of the lar«raf
Orifice Diameter 0.156 In
6
Number of Laterals 2.64 `t
Lateral Diameter 1.50 m Orifice Spacing (X) 18
Li9o ft Orifices per Lateral
It Orifice Density 6.94 ftzlonfice
Lateral Lateral Length Spacing (P) (S) 5.33 ft
Lateral Flow Rate gprn Manifold Length 2 00 in
System Flow Rate opm Manifold Diameter 5.94 in
Total Dynamic Head It Forcemain Velocity
Dose Tank Information erking cover with warning
_ label and locking device and
~-i sea'eo watertight
Electrical as per NEC 30C and
4 in. mm.
SPS 316.300 WAC Disconnect
E-- Alternate outlet
Tank component is properly vented location
Forcemain diameter
2 in.
Wieser Concrete 11 Manufacturer _r
Capacityl 950.00 Gallons A
Volume 25.00 Pull , weep hole or anti-
siphon device
Dimension Inches Gallons 8
A 2026 506.52 C
2.00 50.00 Punt off elevation (tn
B 89.83
C 5 74 143-48
D 10 00 250 00 D
Total 38.00 950.00 - Dose tank elevation (it)
89.00
-I---3Y" Bedding un er tank.
l Note S~litches
Alarm Manuafacturer SJF Rhombus 1 containing mercury
Alarm Model Number 1036378 may not be used in
- ~ .
Pump Manufacturer Zoeller, this system
Pump Model Number 1 140
Pump Must Deliver 58.16 gpm at 19.01 ft TDH
Project: LBM 750 gallon per day Mound Septic System
Page 5
Mound System Maintenance and Operation Specifications
Service Provider's Name John Schmitt Phonel 715-760-0486 POWTS Regulator's Name St. Croix County Zoning Phone 715-760-0486
System Flow and Load Parameters
Design Flow - Peak 750 gpd Maximum Influent Particle Size 118 in
Estimated Flow - Average 500 gpd Maximum Maximum BOD5 TSS 150 220 mg1L
mglL
Septic Tank Capacity 1585 gal Maximum FOG 30 my1L
Soil Absorption Component Size 750 ft' Maximum Fecal Coliform >10E4 cfu/100 mL
Type of Wastewater Domestic
Service Frequency
Septic and Pump Tank Me r service once eve 3 ears
aandd clean at eveeace eve 3 ears
ce lea3t
n a' Effluent Fitter onC' a
Pump and Controls ould test month)
Alarm
Pressure System hed and ressure earMound and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1. have a watertight cap,
and are secured in as shown in the mound component manual.
Adm . Code.
2. Dispersal cell aggregate conforms to SPS 384.30 (6)(1),
3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Ad m. Code.
4- T,Ilage of the basal area is accomplished with a mold board or chisel plow
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Finishes ,,.•.Grade
6 Threaded Cleanout
-8" Diameter Lawn - - Plug or Ball Valve
Sprinkler Valve Box
Distribution
MgSweepgOorTwo
_y Degree Bends Same
Diameter as Lateral
Project LBM 750 gallon per day Mound Septic System
Page6
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
This system shall be operated in arcordance with SPS 382-84 Wis. Adm. Code, arc shall maintained a accordance with its' component
manuals (SBD-10691-P ill 01101, R. I V 2), SSWMP Publicatior 9.6 [01181), and P,essure D~stribulion Component Manual Ver. 2.0 SBD-
10706-P IN 01i01 R. 10+121] and local or state rules pertaining to system maintenance and maintenance reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that co cause death.
Septic and pump tank abandonment shall be in accordance with SPS 383 33, Wis. Adm. Code wh hen the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access rsers and covers should be inspected for water tightness and soundness, Access openings
used for service and assessment shall be scaled watertight upon the completion of service. Any opening deemed unsound, defective, or
subject to failure most be replaced. Exposec access openings greater than 8-inches n diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a tank or component.
Septic Tank
The septic tank shall be maintained by an individual certtred to service septic tanks under s. 281 48, Stars. The contents of the septic
tank shall be disposed of m accordance with NR 113, Wis. Adm Code. The operating condition of the septic tank and outlet fitter shall be
assessed at least once every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the filter when removed from its enclosure If the filter is equipped with an alarm, the
fiter shat be serviced if !he alarm is activated continuously. Intermittent filter alarms may indicate surge flows of an impending continuous
alarm.
The septic, tank sha11 nave its contents removed when the volume of sludge and scum in the tank exceeds 113 ;he I,qu'd voume o the
tank If the contents of the tank are not removed a1 the time o` a tnenr l assessmert .mairtenance personnel snal'. advise the owner of
when the next service needs to be performed to maintain Less than maximum scum and sludge accumulation in the lank
The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products
are used they shat be approved for septic tank use by the Department of Commerce.
Pump Tank
serviced as necessary mps shall be tested to verify proper
The
operati n. If an effl effluent tank filter shall s nsta I d within tat least once every 3 years. he tank it shal, be rspected All
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter and the mound shat: be
seeded and mulched as necessary to orevent erosion and to provide some protection from frost penetration. Traffic (other than for
vegetative maintenance; on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October~February) dictate that the
mound be heavily mulched as protection from freezing.
Influent quality into the mound system may not exceed 22C mgll- BOO,, 150 mg+L TSS.. and 30 mgfL FOG for septic tank effluent or 30
rngf - BOO„ 30 mg/L TSS, 10 mg7L FOG, and 10^ cfu1100 mL for highly treated effluent Influent flow may not exceed maximum design flow
specified in the permit roc this installation
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be
(lashed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test
when the system was installed to determine if orifice clogging has occurred and if orifice C,earng is required to maintain equal distribution
within the dispersal cell. within le 0 ssaboveo6 inches conthe dispersal
dered as an imparting hydrauc failure requiring additional, more frequent monitor o9 ed to fne owner, an any checked for effluent Contingency Plan
if the septic tanK or any of is components become defective the tank of component shall be repaired or replaced to keep the system in
proper operating condition.
V! the dosing tank. pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance
L• the rnound component fails to accept wastewater or begins to discharge wastewater to the grouno surface. it will be repaired or
replaced o its' present location by increasing basal area if toe leakage occurs or by removing b media and related piping, and replacing said components as deemed necessary to
bring the s ystero into proper operating condfron pe sal
See Page 5 of this plan for the name and telephone number of your'ocat POWTS regulator and service provider
Pretreatment Units
merail
and
The and Soi
tcr uni s a•efattached as sepa rate docume is agnd aeetco siderled part of the eve ala'.tmanageme t d an for his sbystemitnent units or dssmfecLUn
Project.
Page 7
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Page 8
OA 1'1 -~)25 FIFfluent [ iltcr
,atUro rn vm:ast L'+aina~e ,~;yr, T.:1>_•i
filter
I he P1,525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has
5251inear feel of 1/ 16" filtration slots. Like the Polylok PI: 122, the Polylok PL-325 has an automatic shutoff ball
installed wilt every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut of t
the system so the effluent won't leave the tank.
i!I!r 1
Rated for 10,000 (;PI) (gallons per day) (optional)
10,000 G] D)
521) linear feet of I,•']6" filtration. Accepts I" PV('
h Etlertsum
Accepts 4" and G' SCf II) 40 pipe. Handle
Built in gas deflec lor.
:Aulomatic shut-off ball when filter is removed. _ ItaM1•al for
Warm accessibility, I(L(xxt GPD
Accept% PVC extension handle. t,
In.l.tllatitm:
• X25 Linear Ft.
Ideal for residential and commercial wasio flows up to ice=` „r t/tn'.
10,(100 ,allons per day (G VD).
1. Uwate the outlet of the sepl is tank.
2. Remove the tank cover and pump tank if necessary. A..•pt` k t:
3. Glue the filter housing to the 4" or G' outlet pipe. If SO In au pipo
the filter is not centered under the access opening use a
Polylok Extend Lok or piece of pipe to center filler.
4. Insert the fit -535 tiller into its housing. CertWed to
5. Replace and secure the septic tank cover. NSVANSI Standard 46
I'I \Iei Ale. n,n L
Ihe PI.-525 Fflluent filters w ill operate etficiently For
several years under normal conditions before requiring
cleaning;. IF is recommended that the filter be cleaned
every time Ilia, tank is putnpod, or at least every three
years. If the installed filter contains an optional alarm,
the owner will be notified by an alarm when the filter r`- (,as Defhrh,r
needs wrvicing. tierviciny, should be done by a certified
` :Nulnmati,
septic lank pumper or installer. Shut-Off Bail
I. Locate the outlet Of the septic tank.
2. Remove tank cover and pump tank if necessary.
3. Do not use plumbing when filter is removed.
4. Pull PI 525 cartridge out of the housing. -
5. l lose off filler over [he septic tank. Make sure all ,M►I
solids fall back into septic tank. ~J
6. Insert the filter cartridge back into the housing making
sun, the filter is properly align ed and completely insert'(]. I olVIC* %ata,l fi )lost filters a•pI Easiiv installs
Ihe SmdriVill,r-, ••a'itch aml alarm. into erejlnr tanks
Replace and secure septic tank cover.
Polylok, Ise. 3 Fairfield Blvd. Wallingford. CT 06492 '1]111 Frca 87%.765.9565 lac: 211.3.284.8514 www.polylok.com
Page 9
SECTION: 210 045
r 1,,1
12
1/7JL /TY
PU1NP5' ✓~N.! E _ _ Z O 1211
/ /i i~ 0 $uDxrsodes
f i.::f..'.a infcrn'X1or prexeea 0710
h,ir"L`P:IS Cnr.d 11005 A11119C ,
1 [I alir:o. ~.r5rlt factory
iu iy:: >C CC ncCS Cr VISIT our web site:
~m~ isi I.mri > I MAIL 70: FU. BOX 16347• tO(.iFm1iV, KY 40156 0347 www.zoellefcom
om
SHIP T0. 3644 G.!r. V611 Road • L0111SIM" KY 40211 '461
{51)21776 17:11. 11600! :,28 PU'MA' • FAX (502, .'74 V;/4
14014140 & 145/4145 Cast Iron Series
Durable Cast Iron construction
(For Pump prefix Identification see News 8 Views 0052)
-Clogging engineered
rdodel 140 features a Non
mermoplastic vortex impeller design and passes %
spherical solids
Vedel 145 features an engineered thermoplastic single
vane impeller design and passes spherical solids FOR SEPT IC TANK - LOW PRESSURE PIPE (LPP)
Motor-n0 Hz. 3450 RP61. oil-filled, hermetically AND ENHANCED FLOW STFP SYSTEMS
sealed, automatic reset thermal overload protected EFFLUENT
Available in Loth single or doable shaft seal designs
Carbon..iCeramicmechanical shaftseals OR DEWATERING PUMPS
SUBMERSIBLE
Assembled with Stainless Steel bolts 11/,' NPT DISCHARGE
Stainless Steel lifting handle
upper sleeve and lover ball bearing running in bath of ail
23 If UL Listed Neoprene cord with molder plug cap _ .w
and ground wire Pi. .
L.Mil lid
1*4` NPT vertical discharge
BN and BE models include a variable level floal (..°y
switch and 1 X 2" PVC adapter fitting 1
Operates at temperatures to 130'F (54'C) in eftluer.l t r
or dewatering applications
Corrosion resistant powder coated epoxy finish
uc y- t ar
ti.
Note: The sizing of effluent systems normally requires -
variable level float(s) controls and properly sized barns
to achieve required pumping cycles of dosing fimers hilh
nonautomatic pumps.
SP 5
oil POWDER
COATED
MAIL TO: P0. BOX 16347 TOUGH' .allrrr
1 et ,vu KY 4025,5 0341 SHIP rO 1641. Call Pnkoa^ ~ -
11 su,e KY 492 :ht
5i 2 ! A 1'1! 1 iilk 18;JMr' - -
rAX519M.74 3614
t • te4tomAtlcihlcd,ds DG! d hl)
• Nay;utunAtie ,
Manufacturers of • I4P, IPh 115V of 230 '141DA140)
O r{P 1Ph 11 5vl14ti4•4sl
~ o T7 ~7p
QUQ//TY PGNPS ,j/NCE /9~/. /
Copynght 2011 Zoeller Co All rights 1aselved.
Page 10
I OTAL DYNAMIC HFACTLOW
C T: ra~uo=1 n=crluavc* cdavF PER MINUTE
MCDEL 14Qz14o•4504j45 EFFLUENT AND DEWATERING _
MODEL 1404140 145!4145
hrr Netan IBers d. Lrtr t-
"~7I _ I 1 125 1 9?2 fr rrr+t~',
'111 ra i s 48 i 23 21 GJ 3
6. r • 1
n~ v I~ r5 6 SB p,
6.1 05 9 zo,
50 5] 201
1e ° ` IF 25 ]5 +9 ilJ 49 I66
hl ~T y0 2 1 155 45 lit
49 I~ 4n 12.2 2e 1E 105 15 ,U
f 59 t_ 2 _ 26 90
yam'. 1111 15.3 15
" `J rt ~ $XUbX II..aO. :A 911S1m1 l4 X 122.&,11 _
JII L. ~I ' ~ III.
I `
4 7!;
I 11 ~ 1 L 'JCY ~ I
n oltMPnwni 1111 \W
JJJ°°° l I-- tLr6
• Eccuical altemmors for duplex systr:ms, are available and supplied with an alarm.
• I 1 •har.lcal alternators, for duplex systems. are a5alable with rx without alarms. - I
~ r•dn4 alann svstems are avalaule for t obase pumps used in simplex system, Sce F1,40732. r^F - ~ x 1b ~
arable Irvel control sellc'aes are avaaahle fol controlling single phase systems.
n srhle plegybaO.. variable level finat swilchos are available for variable level long cycle controls
~ l
ilod Owik Box avadanl-~fur outdoor Ins allaOr s. See Rd1420.
• Fe4-~r to FN1il8(ic 'or a0f' canons aoove 130"i' i:,4' Cj
14014140 814514145 MODELS • SINGLE PHASE Control Selection w
Model Model Volts Mode Amps Simplex Duplex
N14C N414; 115 Ncn '2 tort 5
-14C E414r, 230 felon i; 1 it2
eF.140 814414C 115 At.to 7 ~
B['40 3E41,t0 230 A.utn 6
11145 N414!, 11S Nn T, 13 1 or 2 3 _t_..
1146 E4145 230 Non (1 ' 00 3 -
BN145 B14 1-15 11:, Auto 13 -
BC14L 5E414b 231) ,~:afo p,
•si9.le pIIcyhack. switch Indu IrI 1. For automatic use single piggyback
variable level float switch or double
piggyback variable level float switch. Refer
to FM0477.
RN,l~rrs pclelU<' .cuyl u, by Jebrs.
~ Ala-es rr ~ or barks ~nJer the ou •p ' 2. See FM122t3 for totted model of simplex
"Easy assembly" control panel.
I I.,Je ofduablE oor= sve ABS. e~ ,Nrmy Jmcr,ry. voe
Raises pump 2 uff bottom of rash <I3. See FM0712 for correct model of duplex
Provides the ability to rase intake by adding control parcel.
srctions of 11W or 2' PV(, Aping. 1 ~j1{,. o cnurf~
miaches securely m pu. p. ,
Accc~nmodates sump, devalering and
•tll:^rt applirat pr's.
NOTE: Make sure float is tree from obstruction. -
nit un.ISUaI r;:ndr on; s reserve safety factor is engineered into the design of every Zoeller pump.
_ i~opyri~ht 7Ui 1 Zcellal Co. Ni nyhts e.wrved
Pate 11
PLOT PLAN N
Project Name: LBM 750 gallon per day Mound Septic System T
Legal Description. SE114, SW114, S27. T29N, R18W P.I D-FPart of 176-1086-40-001 I
Subdivision Nana NA I of #..NA ~ SCALE: 1^ = 60'
Viliage: Roberts _ Parcel Size 10 Acres -
Coun 1' St. Croix
Contour Line Elevaton 1 95.86 : ell Dimensions 8' X 93.75' 4 mcn SCh 40 -ASTnt J2665
System Elevatio - 97.19 Mound Dimensions- 113' x 24.32' 2 1,10 SCr•. 40 -AS I V DI7d5
Slope 2 _ . t7 S_h 4C -f S7t 1 1785
8111 Elevation: 100.00' Top of 2" PVC pipe
• 81.12 Elevation: 100.35 , I op 0 2' PVC pipe
■ Backhoe Pits.
Septic Tank 15 85 gallon Septic Tank_ w1 POLYLOK 525 Efflu_nt Filter
Dose lank: 950 gallon Dose Tank
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ST. CROIX COUNTY
SEPTIC] MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner,11tivei LBM Stone & Fabrication
Mailing Address 1196 60th Ave. Roberts, WI 54023
Property Address 1244 70th Ave. Roberts, W1 54023_-,I--N)
(\'cri lianion required from Planning & /onmg Department fur new COnalruclion.)
City/ State Roberts, WI Parcel Identification Number 176-1086-40-100
LEGAL DESCRIPTION
Property Location SE SW '/4, Sec. 27 . T 29 N R 18 W, Town of Warren
Suhdivision Plat: - Lot # 1
Certified Survey Map # _ Volume Page #
Warranty Decd # - - (before 2007)Volume Page #
Spec house ❑yesEho Lot lines identifiable oyes❑no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and tai n[enance of your septic system could result in its premantre failure nm handle wastes. proper
maintenance eonststs of pumping out the septic lank every three yeas. m' sooner, if needed. by a licensed pumper. R'trai you put into
die system can aflect the function of the septic tank as a treatment stage in the wasted isposal system Ossrmer maintenance
respunsibi lit ies are apect ficd tit ¢S PS. 383.52(1 ) and in Chapter I'_ -St. Croix County savory Ordinance.
The property owner agrees to submit to St. Croix County Planning s Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) tire mr-site
wastewater disposal system is in proper operating condition and or 121 after inspection and pumping if necessary!), the septic tank is
less than I;3 full of sludee.
Uwc, the undersigned have read the abuvc requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Safety And Protessional Services and the Department of Natural Resources,
Stale of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix
('ourm Planning K Zoning Department within 30 days of the three year expiration dale.
I ,se certify that all statements on this form are true to the best of my.our knowledge, I~ we. am/are the owner(s) of the
property described above. by virtue of warranty deed record • in Registcr/m(Dccds Office.
,
Number of bedrooms r!
K f
07,211 is
SIGNATURE OF APPLICANT(S) D.ATF.
Any inhumation that is misrepresented may result in the sanitary permit being revoked by the Planning x Zoning Department.
Include with this application a reccndcd Aarrant.\ decd from the Register of Deeds Oitice and a cops' of the certified survey map if
reference is nctdc in the warrant% decd.
(REV. 04A 2)
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Deparlm ntof JAN 0:3WIL EV LUATION REPORT #1902
$ and in accordance rith Comm 85. Wis. Adm. Code Page 1 of 5
F Safety s Professional Services _ Schmitt Soil I eshng, Inc
..sir art County
Attach complete site plan on pa per iiotles sham , sin size. Plan must St. Croix
include. but not limited to. vertical and honzogtal reference point (BM). direction and -
percent slope. scale or dimensions, north arrow, and Dion IV disVnce 11p.learest road Parcel LD.
Part of 1.76-1.08.6-40-001
print a Reviewed By Dale
Please 74W6Y4M2DE8NW
Personal mlormaeon you pilume may be used
Property Owner Property Location
Crane 1 Holdings LLC(Seller)/LBM Stone(B_ Govt. Lot SEVI SW114, S27, T29N, R18W r, r
Property Owner's Mailing Address Lot If f Block If Subd. Name or CSM# v "
1505 Hwy 65 CW Pending ~IYS5Li I.
City Stale Zip Code Phone Number City Village Town Nearest Road
New Richmond WI, 54017 612-490-1037 Roberts 70Th Ave.
New Construction Use. Residential i Number of bedrooms Code denved design flow rate GPD
Replacement Public or commercial - Describe.
Parent material Out wash Sand (Burkhardt-Sattre Series) Rood plain elevation. if applicable rl
General comments Area is sui!abe fora mount system. System elevation is 47.20' based elf a contour line established at 95.86'. Slope of area s 2':.
and recommendations depth to 6miling factor is 20'. L I ~ I, ' 'l, I } 'o ~ ;ne
^I. 11-4 ~ r3 te~,.i 1 ns
Boring # Boring
PA Ground surface elev 95.91 fl. Depth to limiting factor 20 m. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPI
in. Munsell Ou. Sz. Cont. Color Gi Sz Sh 'EN#t I "I
1 0-9 10yr3/3 none I 2fsbk mfr as 2vf 0.6 0.8
2 9-20 10yr4/3 none I lfsbk mfr gw 1vf 0.4 0.6
oft yr-612v sl lmsbk mfr gw 1vf 04 0.7
20-28 10yr4/4
7.S 612
m2d 7.5yr6/8
4 28-38 10yr5/6 - s Osg ml cs - - 0.7 1.6
7
.SVrtiR
r m2d 7.5yrfi/8
5 38-56 10 r5/6 7.5Yr6i1 cos Osg ml 0.7 1.6
ti
Water was seeping from the pit wall at 45.
i
Boring # Boring -
Pd Ground surface elev. 95.91 _ it Depth to hmiLng factor 23 _ in Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
Ill. Munsell Ou. Sz. Cont. Color Or. Sz Sh. *El -Fff#2
1 0-18 10yr3/3 none sil 2fsbk mfr gw 2vf 0.6 0.8
2 18-23 10yr4/4 none sit lfsbk mfr gw lvf 0.4 0.6
3 23-35 10yr4/6 7m2d. Syr6,r612 12 grscl 2msbk mfr 9tiv lwf0.4 _ - 0.6
4 35-56 10yr5/3 m7p 7.Syr6/8 sit lmsbk mfr 0.4 0.6
10Yr612 i,
i C
Water was seeping from the pt wall at 49".
Effluent #1 = BOD,,, 30 220 mgI and TSS 130 < 150 irl ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Thomas J Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 8/212017 715-760-1978
sen,cn,ik 171
Property Owner Crane 1 Holdings LLC(Seller)/LBM parcel ID # Part of: 176-1086-40-001 Page 2 of 5
Boring
F Bonng # Pd Ground surface elev. 95.51 ft. Depth to limiting factor 21 m.
'Soil Application Rate
HorfZorf Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDV
in. Munsell Ou. Sz. Cont. Color Gr. Sz Sh. -1`1101 -Elf#2
1 0-15 10yr3/3 none sil 2fsbk mfr as Ivf 0.6 0.8
2 15-21 1Oyr3/4 none sil 2fsbk mfr qw Ivf 0.6 0.8
I
3 2141 I0yr4/4 00/.5yr6/e I sit lfsbk mfr gw Ivf 0.4 0.6
7.Syrb ?
m2d
7.5 r6/8
4 41-57
7.5yr4/4 1.5yr6/2 vfsl , lmsbk mfr 0.2 0.6
'il - - - - - 1
Water was seeping from the pit wall at 43".
Boring
F4 ]Boring # Pa Ground surface elev. 98.96 fl. Depth to limiting factor 84 in - -
Soil Application Rale
Horizon Depth Dominant Color Redox Description Texture Structure Consistences Boundary Roofs _ GPD/fI' _
in. Munsell Ou. Sz. Cant. Color Gr. Sz. Sh. l_ 'ufot •Ffhr2
-1 10yr3/ none L 2fsbk mfr as 2 0.6 1 0.8
i
1 - 1 - - I 9w 2vf 0.6 0.8
2 10-23 10yr3/4 none L 2fsbk mfr
.
3 23-46 10yr4/6 none FSL lmsbk mfr cs lvf 0.2 0.6
4 46-84 10yr5/6 none S 0sq ml as 0.7 1 1.6
5 84-90 10yr5/6 "WATER" S I 0sg ml 0.7 1.6
.i
Water was seeping from the pit wall A M".
Boring
rJ Boring #
Pit 101.11 ft. Depth to limiting factor
Ground surface elev. 92 is Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD..,W
in Munsell Ou. Sz. Cont. Color Gr Sz. Sh. •Effvi •En#2
1 0-10 10yr3/3 none 1. 2fsbk mvfr as 2vf 0.6 0.8
2 110-18 10Yr4/3 none GRSI. 2fsbk mfr--
gw Ivf 0.6 1.0
3 18-30 7.5Yr4/6 none GRSL - -
Lnsbk mfr gw Ivf 0.4 0.7
q 13044 7.5yr5/6 none GRCOS Osg I ml gw 0.7 1.6
5 44-92 7.5yr5/6 none GRCOS Osg ml
j 0.7 1.6
i
No water present to a depth of 92"
Effluent #1 = BODE= 30 220 mgfL and fSS >:M 150 mg.L ' Fffluent #2 = BOD < 30 mgt and TSS <_30 mg .;L
lli_ OcIm mcnl of Commerce. is an equal opportunity sere ice pro%idcr and emplocer. If you need assistance in access services or
need material in :un alfrrnme fonnol. plcame onla,i the dcpurnnenl al 6ny-?6h-d l i t or I'll' fill-2(r1-8"'.
property Owner Crane 1 Holdings LLC(Seller)/LBM Parcel ID # Part Of: 176-1086-40-001 Page 3 of 5
Boring
6 Boring # Pit Ground surface elev. 98.66 ft. Depth to limiting factor 82 in, -
Soil Application Rate
Horizon Depth Dominant Color ! Redox Description Texture Structure Consistence s Boundary Roots GPDE
in Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. T-1101 •Et42
1 0-8 10yr3/3 none L SIL 2fsbk mvfr as i Ivf 0.6 0.8
2 8 22 10yr4/4 _ none FSL III mfr qw 00.6 .2 ~ 00.6
3 22-40 7.5yr4/6 - 9w lvf i .
6
4 40-82 10yr5/6 I none COS Osg ml cs 0.7 1.6
5 82-92 10yr5/6 "WATER" COS Osg ml 0.7 1.6
Water was seeping from the pit wall at 84".
Borng
Boring # Pit Ground surface elev ft Depth to limiting factor in
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/it'
in. Munsell Du. Sz. Cont. Color Gr. Sz Sh 'ER#1 •F no';
i
i
Boring
Bonny # Pit Ground surface elev. 11 Depth to limiting factor in
Soil Application Rate
Horizon Depth Dornmant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft' _
in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. 'Eif#1 •Ftr#2
i
i
' Effluent #1 - 801), % 30 <220 ngll and rS S >30 <_150 mq4 ' Effluent #2 = BOD_ N mg:L and TSS <.30 mgIL
1 ht Depmlment or Commerce k an equal opportunilc sen ice provider and einplo•er. II'you need assistance to accfv >,'I ices or
need m,ncrial in in allenrale Bernell, pleat eunt:rel t6c deptutmont ai 611#-I51 I I-I Y 6l1A-263-87
_
•
/ Conducted bY: Conducted For: Page Llof S
Schmitt & Sons Excavating, Inc.. Name: Crane I Iloldings LLC
Thomas J. Schmitt. CST 227429 Address: 1505 =Iwy 65
586 Valley View Trail City. State. Zip: New Richmond, wl 54017
Somerset, W 154025
Phone: 715-769-1978 PID: Part of: 176-1086-411-001
slgnaNV:_ Lot No
owe -Av/J Legal Description SEV-1 tiW IA S27 T29N R18W
■ Backhoe Pit Township. County: Village of Roberts, St. Croix County
ABench Mark 1 El. 100.00' Top of 2" PVC pipe
AlRench Mark 2 El. 100.35' top of 2' PVC pipe .
Slope= 2%
Scale 1"= 60' Contour Line El. 95.86' Contour Line Length 75'
3
NOTE: For full view of Lot see Aerial Photo (Page 4 of 4)
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