HomeMy WebLinkAbout040-1178-50-000 (2)
Goun:y
atot, sin GcnanmC,: of Ccmmere PRIVATE SEWAGE SYSTEM St. Croix
Safcry and 6uilc mg Gvsc'
INSPECTION REPORT -:,n laic Perron Nu
GENERAL INFORMATION iATIACH i0 PERN11- 605173
:!fart Plar I'_ Nc
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I•emu' Ydcers Ndnw VdInpe 7......:c nr >areel -ar. Nc
Denis & Mary Clohisy TOWN OF TROY 040-1178-50-000
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X66 rl/1 ( ~T 13!24.28.20.702
TANK INFORMATION ELEVATION DATA
_YPE MANLY A(.Tl1RFR ';AAA-_ TY SIC%PON PS HI FS ELEV
Sepnc E d
/ e ~ z5 Aenc:nmmk /46
p z.
I MLA ~Hw~v1. Alt BM~~ 1'
Awatmv 31tlW Srtwl
Caw.: t~ti
I loldmg
TANK SETBACK INFORMATION aLlu.n,tic1 7'~ 9(i.sS
TANK T,) A ;L '.~LL'_ B_X, ';'ere I iglu, RGAD D'. lotZ'
Sentic 1~/bb g 1 5 5 D- aonom (A \
Dosmy U I loaocUMar,
per/ G~
Acrahof Dist. Plpc .7 q
00
I lolclnc Dal System 1,%,5 PUMPISIPHON INFORMATION L oral Gone
• ~ i • • V
rYtanataauror Demand s:rover/ / 3, $ 99 .
:;PrYt l~(Ba c E
Model NU
7DH Lit' Friction Loss Svstcm.Ilc R~,_ F,
=olcxmair II entttn C::a. C'st s W,11
SOIL ABSORPTION SYSTEM
BED,TRENCpt 'S.'tlln IenOn N, r.'rcmo- PIT DIMENSIONS-4, ~E '1- I1s11o G.=_ Uuw1. D,Vtn
DIMENSIONS 3 4-. Z 3
SETBACK SYSTLhl W P!( RLD:. V.ELL L4KF STRCA!: LEACHING 1,1w., s~4re I ,
INFORMATION CHAMBER OR Zti r
TvD, Of S'Slem..1tt1~~ 1
CN A. J~WT SSG UNIT npei Q'
DISTRIBUTION SYSTEM e1iL. Sp J,.!,
-eaoen'Ltarytolj~ `7 I)SnOULCn %4UC SZc x Holr Snarin;; Vnnt to An In:ukt
W- r4 Pipersi `
...;ptr pi:r T -cnnm U,& ~Scamy___
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
r-wl DCPin '.Jv xr: Ile,l". ..ee.:e:f!`c<Wer iu: A7. :'4!tl
r;ec'imnch Genet, ' D~ Pnd i-Mcr Eaaes oPsm'.
Nn Vrs
COMMENTS: pncnrie code discrepenms. persons present, me.Inspc//%Att1arcn x^ IrtyAeciion #2 f~
Location: esripti F I N d~d GOJ~_ I ar'Sa.~/✓/~ / r i 1
1 _i All BM C1CetIPU9n = ee~ d,p ~ C.~Q•rt~ //4 ~J/~-¢.0{/
c i Sing sewer Irnylh
- amount o' cover = 15xl'ls4-;
/f J
Plan revision Reouirea~ Yes XNe Q .~L I rp /..g ~G
Use other side for additional Information. I ~J O Y~
Date. - - _ _ Instvetc' nenaLre ."n Fl:
SLID 6'10 In. 31'97j -
/ - - . ~ Camay _`;T. ct' k/k
1"D R _ c. pU G 2 4 2018 P.O. Box 7162 SeoWy Pami1 Nm W (to be Out m by Cm)
Madim WI 33707-7162 /
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AemAmea.Paee pa.r dy.ler.m 00" ft 6e Ce Vow PIP- br• a en a 11 tabu reV /v ~t .
SBD-63" (B. 06714)
1~
Plot Plan PageaofL.I
PROPERTY OWNER: F_NL-s n. s 1>IK,; . it
y 1' = 40 FT.
(except where noted)
Legal Description:_ L.o t ys s7 CRC X e-o VE zy TzxN tj za w backhce pit
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2,416
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Site location:..
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMEN F
AND
OWNERSHIP CERTIFICATION FORM
Ownert'Buycr i )''&'3
Mailing Address
Property Address 5A„.L -
(Verification required from Planning & Zoning Department for new construction.)
City State J_IaCl~l)A) GL~ Z Parcel Identification Number f70 -6 CC')
LEGAL DESCRIPTION
Property Location !6 Sec. T - N R--U W, Town of i ti C l
Subdivision Plat: _ , Lot #
Certified Survey Map # Volume Page
Warranty Deed # (before 2007)Vol une Page
Spec house 17ycs dlo Lot lines identifiable Dyes[] no
SYSTEM MAINTENANCE AND OWNER CER'T'IFICATION
Improper use and maintenance of your septic system could result in it premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into
the s} stem can of (ecl the function of the septic tank as a treatment stage to the waste disposal system. Owner maintenance
responsibilities are specified in SSPS. 383.520) and in Chapter 12 - St. Croix County Sanitary Ordinance.
I'hc property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, joumcyrnan plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper operating condition kind or (2) after inspection and pumping (if necessary), the septic lank is
less than 1+:3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Satety And Professional Services and the Department of Natural Resources,
State of Wisconsin. Certification staling that your septic system has been maintained must be completed and retired to the St. Croix
County Planning & Zoning Department within 30 days of the three year expiration date.
1%we certify that. all statemen(s on Ihi o orm are tote to the best of my'our knowledge. I %N c antare the owner(s) ol'tile
property described above, by virtue/of a war my deed recorded in Register of Deeds Ollicc.
Number of bedrooms YT
GN. U F A I,ICANT(S) - DATE
'""Any information that is misrepresented may result in the sanitary permit being revoked by the planning & Zoning Department.
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warrangr deed.
(REV. 04!12)
In-Ground Gravity Plan PAGE 1 OF 4
Index & Cover Sheet
Com aw9MWKWDs*n
Rerb►enoes
1 w*w 2.0, SEC-10706-P (N.01/01, R. 10(12)
Pg 1 of 4 Index & Cover Sheet
Pg 2 of 4 Plot Plan
Pg 3 of 4 Dispersal Area Cross-Section & Plan View
Pg 4 of 4 Management Plan
Attachments: Enclosures:
Fit-nKArcR SeEcn:, POWTS Application for Review
1 ~rE rt r 5 Soil Evaluation Re rt & Site Ma
rlL-TeR -iANK SVECs .5&P fC TAr jK ~Ett Tr
D8~
Project Name / Description
Owner Name(s): l~lv is iZ. ~c /V +~12~r .v. c S V Phone:
Owner Address: :7-'72- COVE Zip: 53~cvlo
Project Address: ( S 0M D-
Govt. Lot: 1/4 of 1/4, Section L ~T ~ N-R -20 EQor Wg
Township: TP( County: 5T. C RorX
ProjectparcellD#: Ouo-117e-,50 - 000
Designer Information
Designer Name: v HuNr'crzr Phone: '2)5 ~
D*&hp r Address: Z8 4 9 -i K,,V& AgTHu Cf Lau a V w= zip: SY ~'SO
E-mall: hD(llsferdes~cn oc~+looK ~e,>1 This BUMP.
License Number. 1 CO 7 3y9' p
Remarks:
2f HUP.
RN4g mgr,:
N9
Sigs^geare:~ C cnu.d
~na.rt Date:
requked
L[.pHl•5y
IN-GROUND GRAVITY DISPERSAL AREA EnlSTl b/6s, T. ,l
Uniform Elevation Trenches with Quick4 Standard-W Chambers EXP
3-ft Trench (downsizing credit) zs*c s'o"T" I'I p1il,
EIawNuF6wvM-F
ADDINFJ'• saiw'TlME
.•ax sfew'es+swseaee: - LT- tI
sOL COVER a.a.•
TYPICAL TRENCH
y; CROSS SECTION vFEw
errs (No Scale)
PmVId@
mk&mm System Elevatlon =_~It om*w 3 fl
sepanYOn Aelevan trerrJlec.
ftWoeI)
OWcbl StanftRw
MEnd Cap
) Show locow of k" / ouae(
fNdmdO I Woe onerOCl)m an den view.) TYPICAL TRENCH
PLAN VIEW
_ (No Scale
A.3.Os
-A cal
B - It mm
QWdvl swe,nd-w cnerAw w
C(IINSTALL PERTRENCH: 34C aeewre•m( ars~ss.a O
al 11Qukuslbw@ 20 fe ELSkthwd3w. SLR fl' r.wowrnow..r a.en bti ba T
A
+
- Pain d eM cape 43 6 M EISNpalr. I $ fl~
- Proposed EISA per trawich • 100 fl+ Remkod WWaaan Am v ).00 K olsmd,mf, A%tho _
j' --rte VeWM = Proposed Total EISA = ~LlL ft 59^V-tiED 4464) IrCL.iJ
k,00 yaj; 0,&=1,tel)-.FjzMINIMwv\
QQQ _ Ll" E'ISN/ A AMT SC UNrr S
I) ~(c k;JITS I UMTS
(2) ~l 17 l+NTS Q
(~)C~ I7x
(3) T12E/1CHES T077r
L
ST. CROIX COUNTY ZONING OFFICE,
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certity that I have inspected the existing septic and/or dose tank
presently serving the followi residene:
(Street address) 7 ll~ located
at: -0-f- '/4, '/4, Section / P~ ,Town .~X N, Range~W.
Town zC ~ St. Croix County Wisconsin.
Upon inspection, certify that I have found the tank(s), to the best of my
knowledge, will conform to the requirements of SPS. 384.25. and it (they)
appear(s) to be functioning properly.
Most recent date of inspection or service F
Did flow back occur from absorption system? Yes_ No
(if no, skip next line.)
Approximate volume or length of time: gallons minutes
"Tank Capacity: 495-c
Construction: Prefab Concrete Steel Other
Manufacturer (if known): WE
Age of Tank (if known):
Permit number (if known) rr
fly {r7~~ nlr S
(Licensed linnber Si #i ature) (Print Name)
(Title) (License Number) MP/MFRS
(Date)
Form to be completed by licensed plumber (Dept of Safety and Professional
Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer
(NR 1 13 Wisconsin Administrative Code)
Rev. 2/2012
In-ground Gravity Management Plan PAGE 4 OF 4
weer;
The owner of this io-groxaid gravity syskm shell be responsibie for its perPolurel operation and marutrneroe pureuarm to
raqukemenis of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2). Wisc. Admin. Code, this system shah
be considered a human health hard if not mar airiad in aocordenoe with this approved manner plan,
Furtiermors, 81 inePectbn and maintenance activitin shall be Performed by a regishmW POWl811alnfairw In
accordance with SPS 383.52 (31 War- Admin. Code.
Ilnobenrt Dfaeet d Ain ft Limits:
Dasi0n Flow ■ ~00 Upd; WN S 220 itVO; TSS S 150 WVC; FOG S 30 mgL-'
InSpeegon Checkkat INSPECT EVERY 3 YEARS
c type of use
o ape of system
o rwlsance'adorc (i.e. odors. user complaints, etc.)
o mechanical melkmction (l e., pumps, valves, swkdws. floats, etc.)
o materiel faegue (Le., leaic% breaks, corrosion, etc,)
o solids volume in anaerobic treatment tank(s) and any distribution app stengrx(s) Q-e-, distribution I drop boxes)
o negisci or improper use (i.e., exceeding design r.apedlim prohibited activilles, )
o extent of pondirg in distribution oeti prior to dosing
• dosing o Irregularities egularities - If applicable (Le-, pump ra-cyding, now switch setdnga, etc.)
o electr cal c lever ts- if al applicable (Le-, Ong, ennnectitm switches, con"K timers, alarms, etc,)
o surfaced plugging (meeare lateral distal Rem" - compare to design specification)
recharge of atliumd or sewage bark-up into structure served design
Mom mmet Chaald4t MAINTAIN EVERY 3 YEARS (or wAnn necessary)
o $aatk and dose Ian W st" be pumped by a cartif aeptaga swv" operator licensed under s. 281.48 Wi&
Ststs. when tin vahmn of sous in era bwdgo) a■oasda orwhhd (VM are liquid vokane of the lark(s) or
as required by local ordinance. Disposal of oor twit dwN be pursuant to NR 113, Wisc. Advdn. Code.
o AMM& _wW aheg be inspected wary3 yearn acid elva be tinned whet n- m n;lay to removeer
solids according to ms's apadfiratlorrs A seaming period wit always be greater than 12
month&
vftc. A shell be mdwnlllsd to the Proper local goverrrnnni unk in accordance with
3P3 38&56
t any eaalpormg farina or anif tarn n to:
Name of Individual or company: _ Rum. -
i.oral govemrrrent unit _,:~T CYZVQL CONAM lau k 7y Di; U6L-pPA e N-t- Wane: 715- 3 k -q60
Local goverrrmeM Unit address: H LA DGM0 1A; -4. ZIP: 4~
Any defecilm ~ k p of this system fwd ar repaired, replaced, or fenioved pursuant to SPS 383.51 (11 Wisc. Admh. malfunctioning ft dad No product for chemical or physical
restoration of the POINTS may be used comply
unleyss with ~ approved 3 by 83. the he d depAdmin. Code.
accordance with SPS 384, Wien Admin. Code, arbnerrt in
COntlnlt y Plan
to any p failed w trasuriant component of this POWTS cannot be repaired, it dw be replaced pursuant to
anth Pithe on em nerd Out
abarxioned ub and replaced th ad py agency for review and approval. A tailed in-groUrxd dispersal oorrponent may, be
a
code-complying disperw component in s pre-dne mUtfred area of suitable aolI&
NmpdMnant
If use of this POWTS Is discontinued. it char be abandoned in accordance with SPS 383,33, W U, Admin. Code.
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DIVISION Of INDUSTRY SERVICES
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_;08.201S Do" Roes, ae oh"
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CU.ST ID No. 1316955
DAVID II•NI'/.
GOVT AFFAIRS f)fiPr INFILTRATOR SYSTEMS INC
4 BUSINF,SS PARK RD PO BOX 769
OLD SAYBROOK CSI' 06475
rz ,fcan No",, rs
. :W2I4
He: DescrgNlon: IEACHING CHAMBER s to bh i4chifcalian nuhhhlhejz,
Manufacturer. INFILTRATOR SYSTEMS NC. mm sn_wfenne with rho elite
Product Name Q
LEACHING UICK4 PLUS STANDARD, QUICK4 PLUS STANDARD LOW PROFILE (LP)
Model Number(s): QUICK4 PLUS STANDARD (INCLUDING QUICK4 PLUS ALLAN-ONE 12 ENDCAP
WITH TOP, END. OR SIDE PIPE INLET CONNECTIONS USED SINGLY OR IN
PAIRS AT ENDS OF CHAMBER LINE, OR AS A MID-CHAMBER LINE
CONNECTOR) AND QUICK4 PLUS STANDARD LOW PROFILE (LP), (INCLUDING
QUICK4 PL US 8 ENDCAP WITH END PIPE INLET CONNECTION USED SINGLY
OR IN PAIRS AT ENDS OF LINE: AND QUICK4 PLUS ALLAN-ONE 8 ENDCAP
WITH TOP, END, OR SIDE PIPE INLET CONNECTIONS USED SINGLY OR IN
PAIRS AT ENDS OF CHAMBER LINE, OR AS MID-CHAMBER LINE
CONNECTOR)
QUICK 4 PLUS STANDARD, DIMLNSIONS: 53.0 IN L. X 34.0 IN. W X 12.0 IN H,
MAX. DEPTH OF BURY= 8 f.
)EISA for chambers with or wiftul fabric = 20.0 sq. ft./dwnber, EISA for Quick4
Plus At-wt-One 12 Endcap instated at the ends of a chamber row = 2.6 s% fl/end
cap, EISA for Quick4 Plus A l- n-One 12 Fndw installed in-line within a chamber
row , 3.6 sq. ft./end cap; Laying length of chamber = 4.0 ff., Laying length of Qufct4
Plus All-In-One 12 Endcap instated at the end of a chamber row - 1.5 ft., Laying
length of Quick4 Pks All-in-One 12 Endcap installed in-Fine within a chamber row .
0.9 ft., QUICK4 Plus Standard Open Bottom area - 9.72 sq. ftJchamber, Quick4
Plus AN-in-One 12 F_ndcap installed at the end of a chamber row Open Bottom
3.1 sq. ft./end cap. Quick4 Plus AI-in-Ona 12 Endcao installed within aerea
chamber row Open Bottom area 2.2 sq- ft./end cap; SEE ALSO ATTACHMENTS).
QUICK 4 PLUS STANDARU LOW PROFII.F (L P), DIMENSIONS: 52.0 IN L. X.34.0
N. W X 8.0 IN H; MAX. DEPTH OF BURY= 8 IL
[EISA fro clambers with w wintout fabric - 20-0 sq. ttJchantbw; EISA for Ouick4
Plus All-in-One 8 Endcap installed at the and of a chamber row.. 2.3 sq. ftjww cap:
EISA for Qirkic4 Plus Al-in-One 8 Endcap instated In kw within a chamber row
2.0 sq- 0.1end cap; EISA for Quick4 Plus 8 Endcap installed at the end of a chamber
row - 0.7 sq, ft./end cap; Laying length of chambers _ 4.0 ft.; Laying length of
Quick4 Plus All-in-One 8 Endcap installed at the and of a chamber row = 1.1 ft.;
Laying Wtgtft of Qui*4 Plus A9et-One 8 Endcap Instated in-line mthin a ohamber
row _ 0.9 fL; Laying length of Quick4 Plus 8 Endcap instated at the end of a
chamber row = 0.4 ft.; Quicc4 Plus Standard Low Profile Open Bottom area _ 9.77
sq. hlchamber; Quiok4 Plus All-in-Otte 8 Endcap installed at the end of a chamber
row Opts Bottom area = 1.4 sq. fUend cap, Quick 4 Plus AFin-One 8 Endcap
installed In &1e within a dlambor row Open Bottom Area - 1.2 sq. itJend cap; Quids
4 Plus 8 Encicap installed at the and of a chamber row Open Bottan Area = 0.4 s-q.
ftJend cap SEF ALSO ATTACHMENTS]
Product Matto, 20150111
~ I
2534224 UAVnIJiM/ rw2 5111AM
The specifications andror plans for this p4mdng product have been reviewed and determined to be in
compliance with chapters SPS 3132 through 384, Wisconsin Administrative Code, and Chapters 145 and 160,
Wisconsin Stalulas
The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin
Administrative Code. This approval is vow until the end at May 2o2o,
This approval supersedes the approval issued on 1 1/1112014 fader product file number 20120137.
This approval is 00n5r1gord upon compliance with the following stipulelion(s):
• This Product must be installed in accordance with the manufacturer's printed instructions, product
approval and plan approval If Mere Is a conflict between the manufacturers iu5trtucWns and the product
approval antdror plan approval, the product approval and+or plan approval will take precedence.
• When this product is installed in a dispersal oath that is sized based on the EISA rating stated in the
regarding block of the product approval letter, this product must receive wastewater having a BOD5 value
less than w equal to 220 mgrl_ a TSS value less than or equal to 150 mgrL and a rOG value loss than or
equal to 30 mg/L on a monthty average.
• Wren this prodrt is installed in a distribution coil that is sized based on the LISA rating stated in the
regarding block of Me product approval letter, this product must be installed in individual excavations that
create a row of chambers that are horizontally separated from other rows in other excavations by at bast
3 feet. The 3-foot measurement is measured between the closest outside edges of the leaching
chambers.
• When this product is installed in a distribution cell that is sized based on the EISA rating stated in the
regarding block of the product approval letter, the distribution cell design must allow at least six inches of
lording in the chambers without backfiow of wastewater into the drainpipe Mat d9chargas into the
chambers.
• When this product is installed in a distribuNar cell that is sized based on the EISA rating stated in ire
regarding block of the Product approval letter, this product must be mstaled in a distribution system,
which has the lop of the distribution cell at or below original grade.
• When this Product is installed With geolextie tabric on the skies of this product In a distritwtion cep that is
slzed based on the EISA rali g stated in the regarding block of the product approval letter, the EISA
rating With fabric must be used to size the system.
• When this product is installed next to each other in a distribution col Mats NOT simd based on the EISA
rating stated in the regarding block of the product approval letter, the effluent distribution area is equal to
the length times the width of the chambered area. The use of geotextile fabric in this type of installation
is optional.
• When this product is installed with geotextfle fabric on the sides of this product in a distribution cep that is
sized based on the EISA rating stated in the regarding block of the product approval getter, the geotexlils
fabric must meut all of the following specipcations:
. Geotextiie shag be nonwoven
Weight shall be 0.35 oztsq yd to 1.5 oz/sq yd
• Apparent opening size (AOS) shall be 20-30 U.S. Sieve (ASTM L)-478;1)-
• For mound designs, see the manufacturers propriety mound component manual for this product line.
• For mound designs, see the man ufacituer's propriety mound component manual for this product line.
2534224 DAVID IL'F:'1 19y 1
Tne depMment Is in no way endorsing this product or any advertis% and is not responsibte for any Situation
which may result from its use.
3" ncoroty,
Glen Jones, M,&
PgWTS Producl Reviewer
phorte: (8)8) 267-5285
far. (608) 267-9723
email: glon4ones®wl,gov
Me DSPS Is committed to servke excellence. Visit our survey at
w.vw.Surveym onkey.com/s/dspsiscust=erautisfactin:i
Wisconsin Drp arlrtlcrlRi B~lety t6d pro~eswonal Se '"a
0,111on of Industry SeNtces uv
F UO 2 4 2018 s01L
PORT page! of 4
in, agcordan4 withSPS 383. Ws. Adrn Code
r -
Attach complete rile plan 0411 rbt County ST. CROIX
RaFwc2 x 11 inches in size. Plan roust
include, but not Nrltedl0' Yatgeeta6rfhorizontal reference point IBM), direction and parcel I D
percent slope, scale-Or dimensions, north arrow, and location and distance to nearest road, 04 - 1 I - 50 .()00
Please print all information. Rev;e a by Dace
Personal infWmation you povioe may b, ueso for r 4noary Purpoma (P Macy Law, G. 15.64 (1) (m)), 9 S /
Property Owner DE Property Location
'.'IS K. & MARY N. CLOHISY Govt. Lot 1/4 114 S 24 T 28 2 a
N R 0 E (ar) W
Property Owners mailing Address Lot• Block N Sulad. Name CSMk
272 Cove Lane 45 St. Croix Cove #3
CM State Zip Code Phone Number E]1/illage • Town Nearest Road
lludson, \41 54016 ( ) 1 Cove Lane TFA)y New Construction UseQ Residential / Number of bedrooms 4 Code derived design flow rate _ 600
GPD
Replacement E] Public or commercial - Describe:
' Parent material _ sandy outwash Flood Plain elevation if appkcable g,
General comments N -
and recommendations; Conventional In-ground Trenches 0.6 loading rate
a Boring R ❑ Boring
Q Pit Ground surface elev. 97.32 fl. Depth to limiting factor ' 70 in.
Soil lication Rale
Horizon Depth Dommant Color Redox Desaipbon Texture Structure Consistence r8oun!dary Roots GPD/ff
in. Munsell pu. Sz. Cont. Color Gr. Sz. Sh. •E 6 •Eff1i2
1 0-20 IOYR2i2 I 2f-tnsbk ds s 3ef-co 0.6 0.8
2 20-36 I0YR3l3 sil 2fsbk dsh
cs 2vf1cu 0.6 0.8
3 3640 7.5YR14 sl Ifabk
dsh cs Ivt=m 0.4 0.7
4 40-70 7.5\'12314 s Os, dl
0.7 1.6
Boring i Boring 98.02 >80
E
' Pit Ground surface elev. ft- Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff fF
in Munaea Ou Sz- Cont. Color Gr. Sz. Sh. 'EIB►1 'EM2
1 0-12 10YR212 I 2f-msbk ds gs 3vf-co 0.6 0.8
2 12-38 I0YR3/3 - sil 2f-msbk ds es Ivf-co 0.6 0.8
3 38-80 7.5YK34 s Osg dl 0.7 1.6
' Effluent art = 800> 30 < 220 mgiL and TSS >30 < 150 mg/L • Effluent $2 = BOD < 30 mg/t and TSS < 3o mgIL
CST Name (Please Rim) Si a CST MARY JO I IUPPERT I lollister's Soil Testin &Desi ) L ! 7:
224832
Address Date Evalu Conducted Telephoumber
28497 King Arthurs Court. Danbury, WI 54830 OR - 21, 2018 '71(x17.15
SBI MI RI (R07/1 i )
propertyOvmer CLOI IISY, Denis & Mary parcel ID At 040 - 1 178 - 5() - 000 Pape 2 of 3
Boring t Boring
0 Pit Ground surface elev. 96.12 ft . X77
Depth to limiting factor_ in.
Horizon Depth Dominant sod M7*Eff#2
Color Redox Description Texture Structure Consistence Boundary Roots GPin Munsell Du. Sz. Cont. Color Gr. Sz, Sh. 'EIfA1 1 0-14 IOYR2i2
I 2f-n7s&abk ds cs 3vf-co 0.6 2 1438 l0Y R3; 3
sit 2fa&sbk dsh cs 2vt=co (1.6 3 38-46 7.5YR3i4 sl 2fsbk
dsh cs Ivf-f O.6 1.0
4 46-77 7.5YR3~4
s Os8 dl 0.7 1.6
❑ Boring AP ir Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Soil liwf Rate
Oeptl7 Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Du. Sz. Cent- Color Gr. Sz. Sh. 'Efft1 'Efft2
F Boring t H Boring
H pit Ground surface elev. fl. Depth to IinMing factor in.
Soi (cation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R
in. Munsdl Qu. Sz. Cont. Color Gr. Sz. Sh. 'EtWl 'Efft2
Effluent t1 = BODr > 30 < 220 mql and TSS >30 < 150
nt8'1- ' Effluent At2 = BOD, ~ 30 mglL and TSS < 30 nglL
5n[}67blA6TI7r
Plot Plan Page 2 of'
f 1
PROPERTY OWNER: n t s fir l y 1" 40 FT.
(except where noted)
Legal Description: X `•o Za J backhoe pit
p140 - ft7R_ 60C / -7z OoyE L,~t,r
North
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Site location: •%L
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