HomeMy WebLinkAbout010-1077-60-100
Ndsconsi- Deparri of Comme-w PRIVATE SEWAGE SYSTEM Cum[Y St. Croix
Safety anc lie In .g Drnsion
INSPECTION REPORT Sarttary I1 (ATTACH TO PERMIT) 605136
GENERAL INFORMATION Stale Ptah ID Na
Personal in'crmatien,ju piGVlce may be 'seC'of Sete"nary vwvvsvs Prrvaci, Lav: s 15 04 tl;:-)( 3146920
Permd He der 's Name City Village Towns-ap ParceI ax NO.
Greg & Brandi GGtzman TOWN OF EMERALD 010-1077-60-100
CST at.' Elev. 1 Insp. W L ev DM Deson0l on Sector':' SanlRange.Map No
/cYy-1~{ S M Z e- T 32.30.16.469B
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER ~ CAPACITY STATION BS HI FS ELEV.
Septic Benchmark x,13 41 41
Dosing Alt. BPd
ration } Bldg. Sewer 3
C
Hold ng , St-Ht Irlet 3
TANK SETBACK INFORMATION SUHt Outlet 3 7b /o f
TANK TO P;L `,i LjDqr`Veri tb Aa I•take ROAD Dt Inlet 4-711,
Dt Bottom
Dosing Header.'tv'an
Aeration Dist. Pipe
3? _a
Ho cling Bot. System
•
PUMP/SIPHON INFORMATION F r•al G'atle
} 3Z . /D r.
Manufactife' _ Demand St Cover
GPM Ica ,c lr.c- -C~: .4 .5 705 !I
li Numcer~ /w _I
G61~~ ~r G•5 •zg
TDH l , Fitton Loss System Head TDH Ft
Forcemav Lergtl - Dia ' . 0 st to :'Jr l
SOIL ABSORPTION SYSTEM
BEDITRENCH f'0:1-. Lenyt` No Of Itenultes PITDIMENSION$ No 11 Insi t:W LownD=_-p:h
DIMENSIONS '
SETBACK SYSTEM TO PiL r BLDG \VELL LAKE;STREAM LEACHING tdanutaet~~er
INFORMATION T, pu Of System. CHAMBER OR
UNIT Mode N"Ill
DISTRIBUTION SYSTEM
Heana::M1Aanifold 1U s:I uuuon 4 i x I Iote size x tf lie Sp eino Verltte Ar b3 0
Lo^grh D a V 5 Lu.-• th L' a _ SPac n9 ..1 Z' ~t ,
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
ceptr O.C. Gpth ~cer xr 1i-ld or xx seeJad SCQCen ,x M.:IChE7
bed7-c-ubCenter ~~~1 6e7"-er::~Eages lbpsol VCU I I^ Yes Vp
1 . .
COMMENTS: (Include code oiscrepencies pe'scirs present, etc; Inspedion Jil /d/jam /g Irspect or n'
Location: 2241 130TH AVE~ .j//
)AI:BMDescrpIicn= v,~•:.<_v #a~i
2. j Bldg sewer length= ,-66 d~ r,.,.3~"`.r~ bZ,I-r,t,~.✓~- f OW ~ ~
an-ount of cover= r J,
v D~e_ era _
Plan revision Requrl Yes >l No r i~ 7 4 it
Fi I _ r _ (D 1P 7 J
Use other side for and tional rformation
Oa:e Insepc-c Sig a:yn; Cen. No.
831:f ~'I7 IR &g'I
County.
tit Safety and Buildings Division
~7c 201 W Washington Ave-, P.O. Box 7162 S nap Pemnt Number (to be filled in by Co )
',ma=r c.UG 21 2018 Madison ,Yyl 5 07 96z
(~o5/3(4o
jii1T--- State Tmru:¢aoa AUlt_cr
S-anit'ary-f'er Iiit Applicatl n a
T11 v-coldance with SPS 383.216) % u Adm. Code submersion of this form. to the approp5ate governmental unit
-s required prior to ol•.ammg a sa-a a., pe mn. Note Application fnr es for state-owned PONTS arc submitted to Pruie.t Address (if ditic-cnt that: niiii, g
the Department of Safety and Proicssonai Scn'Ie5 Personal information you provide may be used for secondary lei
_ Po: -sex ni _cnrdanec with the Friv Irw, s. 15."11(m). Stars. U ( S v"
1. Application Inform run - P s p ' II Information Y
I'•nxm Owncr',Arr R~ t I Parcel
~'rcy Cie _ I oil- Oc -IX
I'-npery Ot net's iMaihng Address I Pro{rem' Location ? 3c - ! s Gml 1.01
C"), Snac y Zip Code Phonc Numbs
~~iura~d~ Gl7/ $yo/ 3 7/5' 220 3ys2 e7'i,A(&dv. 5ctQQ -J"
inrclc n--
'1. 3V N. RI-4,- eC&
IL 'Type of Building (check all that apply) I n: a -
1 JL1 or 2 Family UwdhnIt-Number of Bedrooms Subdr Ilion time
I -
oc. p
❑ PubficComnercial - UeunSe Use to-CC t~ Cit} cf _
~ State Chvtud - Describe Use C'S\f Number U i y5.laee of
_ (J
-L- L
fnwn of
(o a-7S fol L
111. Type of Permit: (Check only a A. Complete line B if applicable
'A' . New System - epINcincnt System 'Ireatmcnt/Holdmg "lank Replacement Onl} ❑ Other Modification to Ex[sang System (explain)
I Lis[ Previous Permit Number and Date Issued
B. ❑ Permit R<newul i ❑ Pcrnit Revision ❑ Change of Plwnber ❑ Permit Transfcr to New i
I, Bcfu:c L'sPhauon i Owner
IV. Type of POWTS S 'stem/Com onrndDevice: Check all that a h
J Non-Ptc,oniizcd In-Ground ~Pressuacd In-6rouii At-Grade D' Mound r- 24[n ofsutalih: rl /6,\fa:nd •='Im pfswWblc 5eil
l Holding Tm:k ri Other Disperser; Compvnen!(caplam) a P[eucaLnent Dcyac(cynmin
V. Dix ersal.Treat ent Area Information: Q t H
Design Flow i gpd) Design Soil Application Rale(gcdsf) Dispersal Area Required (sf) Dispefen: A e" Pmpe 0 System Flctatmn
4/540 - 61 754046 1 756, ZD 9R sG
N1. Tank Info Cavaty in "total r; of hfcvi.:fa.wrc
Gallons Gallons i Units t y j u
New Take Existing Tanta
pp tt c i. z
Td [a L SZ - s
Septic or Holding Tank OOG
VII. Res onsibilltp Statement- I. the under,dened, assume rerponsibilin for imtallattoo of the POxirTS shown on the anadnd Inns.
?lumber's Name Print Plumbcr ~S,gtuture I \iP'MPRS Numboccir Business Phone Number
Ice l/wy~r5 _ ~ G'f'~ ZlC7~P' -7 J y S
Plumoci's Aduess (Suer, C':t)', State, Zip Code)
/1,00 74 Aj-.e- e/,j If 17
VIII. unhdl)r artmenl I se Only
i Approved I D' yowl . Penn-~- it Pee Dam sued Issu ;x A Signature
lime 'a Reason for Denial ` LO r `e
IX. Condl M easons for Disappro, al f t
1. Ileplin lank, eencent tillm I mj 3 a r mtth ! A. dL..k.r
'fllytG.C ^cit ell be s•,:IC)g _e+'ml_'r , r~~~~j+++ i
eppeck
!p per marayemen! plan wry by plwnoe:. 3 ^
Lai 1~~ jk
2. ~ ~ ter. eras muut rr r.,a:rY. ir.e : 6I (l ~I Or IOC. Q~4Nd'tlW~B~ Wt.)
M 1 Ulr'i? / :fdi,laM,al. QC 46 Anarh w roinpktn plain for We synem and rub t w mt County o 0. payer no11~s than g 11 t It wchn in sue
eo
SBD-6398 (k 11111)
SOIL E
J VALUATION SYSTEPv1
SITE PJIAP PLOT PLAN
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rrt -~C.W( ;413 -F-_ P;p, Mali;a: ASTV S~aad::rd iat 3?43 e_N4.3
r
•%:mal I-d i- IOG.~ r ` r N'-.t- San ;a„Seder ~ r /}STm j1303y/
- °erce fAair G toot a 2(r ~j
' ti,"~c~sr..,~c.. ~rarf a* Co \~r.LrPtS 1'
t,P3F ANT
pt Tested ARJ 0 _n.._, Q ,'n $!10'A' ~fJ.l J P.I„V.itIJ' GCaIOCC+ J, 8U Rl Ir'.L-.'V 9r
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L ~„SJ~ ~~awk Dra~v~~<le'
- >go' I
~tcrar ~.i~!~,~ - DIVISION Of INDUSTRY SERVICES
10541 N RANCH RD
6r HAYWARD WI 54H,13 eA(52
S. _ Contact Through Relay
' ~ P S, httP"'oSpS w. goy pr >,rams+industry-scro ces
yJ. vimv 'Niscorsln gov
Scott Walker, Governor
Laura Gutierrez, Secretary
Aueust14,2018
CU ST ID No. 267985 A71A': 110I1"IS Dt"pe"rm
MICHALL J MYERS TONING OFFICE.
NORTHLAND PLUMBING INC S'ICROIX COUNTY SPL\
2943 136111 AVE 1101 CARMICHAEL RD
GLF.NWOODCITY WI 54013 HUDSON \\'I 5-1016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL LXPIRLS: 08+1421120 ldcntification Numbers
'I rausaction I D No. 3146920
SITE: Site ID No. 852816
-
Greta Gotrman Plca,e refer to both identification numbers,
224 t 130111 Ace above, in all correspondence with the a ,envy.
'f own of Lnterald
St Croix County
NE U-1. NW 1.'4, S32, T 30N, R 161K
FOR:
Object Type: POW FS Canponcnt Manual Regulated Object ID No.: 1792062
Maintenance required; Replacement system; 45O GPD Flow rate; SNslem(sl: Mound Component Manual - Vcr. 2.0.
SBD -10691-P (N.01 X01, R. 11) 12), Pressure Distribution Component Manual - Ver. _°.o, SBD-10?06-P (N.01!01, R.
101.'.): LRluent Filter
The submittal described above has been reviewed for conlbnnance with app'icable \\`isconsin Administrative Codc
and Wisconsin Statute:. 'f he submittal has been C'ONDI I IONALLY APPROVED. This system is to be constructed
and located in accordance with the enclosed approved plans and with any contponcnt manua'(s) rctcncneed above.
The owner, as defined in chapter 101.01(10), AViscosin Statutes, is responsible for compliance ssilh al' code
requirements.
A copN of the approved plans. specifications and this letter shall be on-site durin,- construction and open: to
inspection by aulLorized representatives oflhc Department, which may include local inspectors. All permit.
required bN° the state or the local municipality shall be oblaincd prior to commencement of
construction installation operation.
In grunting this approved the Division of InduslrN Services rescues the right to require changes or additions should COI~rD ja
conditions arise making them ncccssurN for code compliance. A: per stale stars nothing in this rcyieev
shall relieve the desiltner of the re ponsibilkk litr deci,mim,. a sale buildim structure, or component. t~ APPF
Inquiries concerning this correspondence ntaN be made to me at the telephone number listed below. or aRWTd9cFsSAFETY AND F
on this letterhead. DIVISION OF INI
I he above left addressee shall provide a copy of this letter and the PO\VTS management plan to th owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required S .00 i
Fee Received S 250.00
Balance Due S !}.OU $ ORRE
Fdwin avlo~
Wastewater Specialist . Division of Industry Services W iSNIAR'F code: 7633
(+1: )634-3454 , Mon-fri. 5:00 a.m. -4:30 p.m.
edw in.tavlorrllwi. goy
PAGE 1 OF 6
Mound Plan e„
Index & Cover Sheet
Component Manual Design References ~Version 2 0, SBD-10691-P (N 01101 R 1002) & Version 2.0, SBD-10706-P (N.01101, R. 10112)
Pg 1 of 6 Index & Cover Page
Pg 2 of 6 Plot Plan
Pg 3 of 6 Mound Cross-Section & Plan View
Pg 4 of 6 Distribution Network Specifications
Pg 5 of 6 Pump Tank Specifications
Pg 6 of 6 Management Plan
Attachments: Enclosures:
Pump Curve POOWWT~S Application for Review
I Soil Evaluation Report & Site Map
t -
Project Name / Description
Owner Name(s): Greg Gotzman Phone: 715 _220 _3452
Owner Address: 2241 130th Ave.Emerald,Wl _ _ Zip: 54013
Project Address: SAME
Govt. Lot: NE V4 of NIN 1/4, Section 32, T 30 N-R 16 E I I or W'
Township: Emerald County: St Croix
Project Parcel ID
Designer Information
Designer Name: Michael Myers Phone: 71 4115
Designer Address: 2943 130th Ave, Glenwood City, WI ZR~r~~rlAL SERVICES
E-mail: )USTRY SERVICES
License Number: 267985
Remarks:
]POND NCE
Signature: Date: 6`- 201,F
Ongcal %i.qnalure requ. d on ead- SWIMC,tl caav
1
SOIL EVALUATION - 0 V SYSTEM PAGE 2 of
SITE MAP PLOT PLAN
G rty ~7 L 1 Atla, 1 ] S J:liila ns I +r,m?rcial pian5
FR^JECI ,DORE5S: _-,2? ql qdf kA.!4 Eemrak' L015413 / P7pc bta crial 1 ASTAI SI .nda« I ITiNes 384 30.3 8 384.:345)
~tNaf_ n. se„ J~ /}S7m D3o3N
~
-.•:'Symc.o ,te>e:~on: lOG.O II ASrA ~aG45
I;i•0escVcl ~rad'P of Coettgrpes{' .
WOR AW.
S•tnu• ~•OJ'.n e'BVAIInG , O na JrS dl SbieNe it le-vdlz.
I r~.rd 1 ea. K~ -
51.
~
g~e~ gall x$.82-
~(:(o0.0~_ 9ra~e~Porncv~eSf
a p(tf2 . (e0.44 - 9rsa~ c a`✓ SE Cor ner o{ s ~•aG3 ~
, Q'I
g3'Rle.27" O
8' 9
~yr-7
3 e
To Fo,lae---
l~ Dri\v~~'ao'C
SINGLE-CELL
MOUND DISPERSAL AREA
r to .,nr. rE c'I
. r r n. ::m nc Iq :.r' ~rr.z:,• Irv. t:r ^.-1n. r.t. _ 1 87
r eu n.N'gr I pe anC c varcc wh
a. rerE.. s Whet: orsM.. 9 q R
fP r nIC.'A `t 5:9 em >=1:
_ LatefallnvertElc'ratb:,-- 4*0'f;r` fI q9-:F6
1 m=T+d r.91BAW I'LL _ -
_ I CROSS SEC I ION VIEW
A ft (No Scale)
e WValan= 97.76
;Sry wforce ^ ain, ma [Ole. and rlu9n vaD:e brat Ans a- olar view i PLAN VIEW
(No Scald
1 1r2 ' 0 adi tc,, 1. 12 5 ,t lr
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II I 75 n - - 11 -
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D
1~ fle^A as necessaY to fullr.rv co•rlnur - C)
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allh:"~ 15 feel ol;'nv.^rt.ppe Ioe
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PAGE 5OF6
SEPTIC / PUMP TANK SPECIFICATIONS
(No Scale)
vun- z
I I'1. i5'ed Flood r..j..on . 'r: ro0' F,;end is"u.e ra, as .,,.•.n y.
f a Ih
P a
APPw+a1 ':1 an On, APOrom:: _c<k^c l.lanhnle
I'a1PCiRTFNN_ be^.r Cn;: ail^V[arv,r Lzc.el Alo:iPW..
' ` ;Pfoicil •
Ancl-ot lark(si aS nenmsary
mrsuant to SPS 383d3(8)(gr 4. 1.11, 0.20'1 ahne
I I E lahl'.iied Flood Elera,i0n
la r:~
CAPACITIES @ 17 gaUin
i
Depth (in) Voi.)me (gal)
A 20-9 355.3 1 v0oo ~ApprOw!nn.:ls.,itn
i 1 401c Aa;roved P'n0 ''1 0:,.1,..
B 2.0-34 Solid
I .I•.PIlY';I
[C] 5.0 85
D 10 175.7 s 8_. on
I PUMP-OFF
=
*Pump Tank Liquid Level = 38 in = 0- or ELEVATION 92.3 ft
~l
o - INSIDE BOTTOM
Force Main Diameter = 2 in
ELEVATION = 91.5 ry
3" APP'oon-. 9.!dd -y FAat2~e RRnC:!e-,,,k
Force Main Length = 80 tt
13.12 Vertical Head = 11 3 ft
Force Main Void Volume = gal f
* Min. Supply Head = 6.5 n
[C] Tolal Dose Volume ITDVI = 812 gal;dose
+ FM Friction Loss = 2 02 ft
L- OX total lateral void voluor. < TDV 01X design fl(w)
+ it dan, main orairha.* voluncl' + Fitting LU$S^ = ft
F
rmia supply head x 2.si
MIN. PUMP DISCHARGE RATE _ 47-' 1 gpm TOTAL DYNAMIC HEAD = 19.95 ft
PUMP TANK: SEPTIC TANK(S):
Volume = 650 gal Total Volume = 1000 gal
Manufacturer: Wieser Conctrete Manufacturer(s): Wieser Concrete
Pimp Manufacturer: Goulds 1
Install approved effluent filter at the septic tank Duller
Pump Model: PE51 imrnepiatel u stream of the pumo lank inlet.
Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: Polylok
ControlstAlarrnModel: PSP120V6H150P17A I Filter Model: 525
Floa switches containino me*cury are prohibited.
PAGE o OF G
In-ground Gravity Management Plan
IMPORTANT:
The owner o' this m-ground gravity system shah be responsible for its perpetual operation and maintenance pursuant to
requirements of SIPS 382-384, Wisc Admin. Code Pursuant to SIPS 383 52 (2), Wisc Admin Code. this system shall
oe considered a numan health hazard if riot maintained in accordance with this approved management plan.
Further•nore, all inspection and maintenance actvities shall be performec by a registered POWTS Maintainer in
accorcance with SPS 383 52 (3), Wisc Admin. Code.
Maximum Dispersal Area Operating Limits:
Design Flow= 450 gpd; BOD5:5 220 nil TSS 150 mgL''; FOGS 30 irl
Inspection Checklist INSPECT EVERY 3 YEARS
type of use
age of system
eh:.
nuisance factors ri a odors. user complaints,
mechanical matuncton (i. e., pumps valves. switches floats. eta}
material fatigue (i.e.. leaks, breaks, corrosion, pleat
Solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i e., distribution ? drop boxes)
neglect or improper use ii.e., exceeding design capacities, prohibited activities, etc }
extent of oonding in distribution cell prior to dosing
c. dosing irregularities - if aopleable (i.e pump re-cycling, float switch settings, etc.)
electrical components - if applicable (r. e., wiring, connections, switches, controls. timers, alarms, rite.)
distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification)
surface discharge of eff:uent or sewage back-up Into structure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
Septic and dose tank(s) shall be ouniped by a certified seotage servicing operator licensed under s. 28' 48 Wis
Slats when the volume of solids in the tank(s) exceeds one-third (1t3) the liquid volume of the tank(s) or
as required by local ordinance D sposal of contents shall be pursuant to NR 1'.3 Wisc. Admin Code
n Effluent filter(s) shall be Irsoected every 3 years and shall be cleaned when necessary to remove any
accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12
^orlhs
System maintenance reports shall be submitted to the proper local government unit in accordance with
SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to:
Name of individual or company Northland Plumbing Inc - Phone. 715-265-4115
Locai government unit St Croix County _ Phone 715-386-4680
Local government unit address 1 101 Carmichael Road, Hudson, WI ZIP 54016
Any defective part of this system shall be repaired. replaced, or removed pursuant to SPS 383.51 ;1). VJisc. Admin
Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383 Wisc. Admin Code
No p,oduct for chemical or physoa; restoration of the POWrS may be used unless approved by the department in
accordance witn SIPS 384, Wisc Aom:n. Code.
Contingency Plan
In the event that any failed treatment component of this POVVTS cannot be rel it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval A failed ir-ground dispersal component may be
abar•.dered and replaced by a code-complying dispersal component in a pre-determined area of suitable soils.
System Abandonment
if use of this POWTS is dlscontinuea, it shale be abandoned in accordance with SPS 383.33. Wisc. Ac-ri Code
ITT GOULDS PUMPS
Residential Water Systems
APPLICATIONS MOTOR
Specoll unsigned for the following uses: General:
• Noww Systems • Sirgle phase
• EilucnUDosing Systems • 60 Hertz
• Low Pressure Pipe Systems • 115 and 230 volts
• Basement Draining • Built-in thermal overload protection with automatic reset.
• Heavy Duty Sump! • Class B insulation.
Dewatenng • Oil-filled clugn.
• High strength carbon steel shaft.
SPECIFICATIONS PE31 Motor:
Pump - General: • 33 HP 3000 RPM
• Discharge: 1'/, NPT • 115 volts
• Temperature: 1040F (400C) maximum, continuous when • Shaded pole design
fully submerged. PE41 Motor:
• Solids handling. maximum sphere. • .40 HP 3400 RPM
• Automatic models include a float switch. • 1' 5 and 230 volts
• Manual models available. • PSC design
• Pumping range: see performance chart or curve. PE51 Motor:
PE31 Pump: • .50 HP, 3400 RPM
• Maximum capacity: 53 GPM • 115 and 230 vohs
• Maximum head: 25' TD-; • PSC lesion
PE41 Pump:
• Maximum capacity: 6' GPM AGENCY LISTINGS
• Maximum head: 29' TDH
PES1 • M Pump: ce
• Maximum capacity: 70 GP`,1 • Maximum head: 37' TDH cs
Tested to UL 778 and
CSA 22.2 108 Standards
By Canadian Standards Association
a
Vtinas ?FW~ File #LF(38549
10 . Goulds FVmps is 1509001 Registered.
Z GPM
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Q ]5 yr 31
r
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10
S
0 O0 41 30 40 50 60 70 GPh] An
5 10 15 it 4h
CAPAGIV
- _ CST_at1~s-Iw ~
x'.1il ~21 2019 $OIL EVALUATION REPORT #109
i s p S Leparlnlent of Safety and Profess oral Serve ' Page 1 of 3
Divniur of Safely end Diddirgs cp
J1, V North.and Plumbing, Inc
ifl_ahfdrdance will, Comm B is. dm Cotle
Attach complete SiIP plan On paper not less than 814 x 71 inches in sve Plan must County SL Croix
,.nclude, but not limited to' vertical and nonzon:al reference point!BM1. direction and
percent slope, scale or diarcrslons. north, anuv, and ouat,or and distance to nearest road Parcel 1 7 - b s~ ^
Please print all information. v
Revicac • y Date
Pe'sOUa nto,malien yv., alcvice may be usec rnr seccnla•y pwrinses:Privacy Lax. 5 IS N. ill Imj) i W / S
P'ope-ty Co-ner Properly Locallon
otzman,Greq Govl. Lot N J14. N i4 2, T30N R16W
Propely Owner's Mai ing Aadress Lot A BIObx # Subd Name or SM#
2241 130th Ave i
City Seale 7 P Code 'here Number City '•:'I'ago Town Nearest Road
ine-ald WI 54013 7'5-220-3452 Emerald 130 Th Ave
Nev., Construction Use. Residemia ? Numbe• o` bedrooms 3 Code cenved design flow rate 450 GPO
Replacement Public or commercial - Describe.
~aient maleral Flood plain elevation, if applicable
General comments /
aid recommentla;-ens: x
Boring # Borrlg
Pd Groane soi`a::e elev. 9/. /6 it `.Je;:fh to I'mdury lacb:n 21 in. Soil Accllcalion Rate
Homo,, Depth Dominant Color Reaox Descriptibc `exture Structure Consistence Boundary Roots GPDTt'
in. Mansell Qu Sz C0n1 Go or Gr Se Sh •1 ner •Eff#2
1 0-12 10YR3/ 2 sil 3sbk mvfr cs 2f .6 .8
2 12-15 10YR4/4 sil 3sbk mvfr cs 1f .6 .8
3 15-21 10YR4.16 sit 3sbk mvfr c5 if .6 .8
4 21 28 JOYR5/4 7.5YR5/6fld spots scl 3sbk mfr cs .2 .3
5 28-42 --OYR618 7.5YR5/bfld spots sc Om mfi cs 0.0 0.0
Boring
2 Boring #
Pit Ground surface e:ev. 97.76 it Depth to limiting factor 26 .n Soil Application Ralel
Horizor Depth Comment Color Rodox Descnpl:on lexLne Shurture Consistence Boundary Roots G=CJft'
:r Mursel: Qu. Sz Cont. Coto, Gr 57 Sh •Effni •f 7tt~
1 C-13 10YR3 2 sit 3sbk mvfr Cs 2f .6 .8
2 13-23 10YR4•:4 sit 3sbk mvfr cs If .6 .8
3 23-26 10YR4(6 sci 3sbk mfr cs if .2 .3
4 26-38 10YR4/6 7.5YR5/81fd spots scl 3sbk mfr gs .2 .3
5 38-46 IOYR6/8 7.5YR5,y8fld spots Om mfi Cs 0.0 0.0
Effiuent #1 = BCD,> 3C < 220 mg-L and TSS >30 < 150 m91L ' Ee'uent 02 - BO0. < 30 mgtL and TSS'L30 mgri-
CS7Name:Please P•iiv S^gn de / CSTNi,mbe•
Michael J. Myers 267985
Address Northlard Plumbrng, hr.: 7779 Date Evaluation Conrurter. Telephone Number
2943 130th Ave Glenwood City, WI 54013 6/8-2018 715-265-4115
P•opety Ovmer Gotzrnan,Greg PaIcel0# Page 2 of 3
Boring J
3 Boring 0 Pit :>>rourd surface elev. 96.2/ It. Depth to imiting factor 18 r.,
- - Soa Application Rate
Fo'izor Depth Dominant Color Redox Descriptior Texture Structure Consistence Boundary Roots GPD/ft'
n Munsell Ou. Sz Colt. Color Gr S) Sh 'E'fxl •I nay
7 010 10YR3t2 s'd 3sbk mvfr Cs 21F .6 .8
2 10-18 10YR4(6 5'1 3sbk ntvfr Cs if .6 .8
3 18-40 10YR61-8 7.5YR6/8f id spots Sc lsbk mfi Cs 0.0 0.0
t
Boring
Bonnq # Rt :Drourd surface elev_ R. Depth to limiting factor in
!Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff
In. Mansell Ou. Sz. Cont. Color Gr. Sz Sn. •er#+ •Ef *2
Boring
Boring # pit Ground surface elev. ft Depth !o im¢m~ factor in
- - 'Soil Application Rate
Horizon Depth Dominant Color Redox Descriphor. Texture Structure Consistence Boundary Roots GPDM2
in. Munsell Cu. Sz. Cont Color Gr. Sz. Sh. •ENat *E"2
' =_Itldert #t = BCC 30 - 220 mg+l and-SS =30 ' 50 ntgrL 'Effluent #2 = DOD < :SO r•+yiL and TSS 30 mg!L
.l", 11,:p:rrunent of Sat2p and Pro;~vsional Son ice.e is an cyuai oppottunih xrv ieC prix ida and employ cr. It you need assistance to
access sere ice, or need nere: ial m an alternate tolmnat. contact the drpartrncnt at 608-206-i 151 or 111' through Relap.
HIV:-, ~.,.:ru', n. rrart~L•-d ldumt n9,;n;
Properly Owner W13man,Greg. 'arcei IC x Page 2 o` 3
~~.~-t11 _ Sonny . J _ -
,7 Gm:nc a on Ground surace eiev 96.27 fl. %eoth to urnihn;, factor 18 gyn.
- So l Anpi:cal:on Ratel
' Horizon Depth Dominant Color Reddy 7escrlpt+or -exlure Structure Consistence. Boundan• Roos GPDtiP
in M:utsell Oil. Sz. Cont. Colo- Gr. Sz. St. -En" -'-Etr.2
1 0-1G 10YR3!2 sit 3sbK mi Cs 2t .5 .8
2 i0-18 10YR4!6 sil 3sbk mvfr Cs if .6 .8
3 IS-4C 1CYR618 ;.5YRb.!8f1C SPOts SC lsbk mfi Cs 0.C 0.0
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timing
U 9:xi•iU pit :Irmind surface elev Depin ir, limiting factor In. j5pi! 4ppacauon Rate
Horizon Depth 7ominant Colo, Redox Description Texture Structure iCons:s!ence Boundary Roots GPD!`°
ir. Vunseal OL Sz. Con:. Oo or Gr. Sz. Sri. Etrei- - •Er'%2
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6o•ing
Borrd x ci: Ground surface a ev _ E. Depth Ic hculing faro' in 15oi. Appacahon Rate
lanzon Ueptn Dominan: Co'or Redox Uascnauun Iextwe S:vcfure Consistence Boundary Roots GPD+L'=
In Manse;l Ct, Sz Corr.. 01 Gr. Sz. St. ' •Eez. •E=9e;~
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EPo.iew 41 = BOD:'> 3- < 220 mWL and TSS >30 <150 m9.'L ' '_ffluent #2 - BCC, 3C mgI and TSS 1 30 mcL
ne Department oi' Saida and i'rotcs>iona. Ser°.ce.e is ln: equal opponmol} 5erviee provider and employe:, V. you need uvsi.-ai to
access services or need matena: In an altemat- tormat, contact the depamnect at 602,-266.31 n I or Tit' through Relax
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