HomeMy WebLinkAbout026-1153-34-000 (4)Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix
Safety and Building Division INSPECTION REPORT Sanitary Permit No: 644757
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No
Personal information you provide may be used for secondary purposes (Privacy Law, s 15.04 (1 )(m)]
Permit Holder's Name City Village Township Parcel Tax No:
NATHAN& KRISTA NYGAARD I TOWN OF RICHMON 026-1153-34-000
--- JBM scription,
CST BM Elev In M Elpy SectionfTowntRange/Map No:
rk� -- 1 19.30.18.11721
4 S"C'my
TANK INFORMATION ELEVATION DATA
TYPE
MANUFACTURER
CAPACITY
Te—ptic
Uosing
Aeration
Holding
TANK SETBACK INFORMATION
TANK TO
P/L
WELL
BLDG
Vent to Air Intake
ROAD
Septic
I ZaA�Q
Dosing
—
Aeration
Holding
PUMP/SIPHON INFORMATION
SOIL ABSORPTION SYSTEM
DIMENSIONS
SETBACK
INFORMATION
JPIL 5 JBLET��WELL�
I q, I rX I ? —50 '
How
I I
WA 0a
=
Iff4m
Header/Man.
MMM,
went worem;
mmm
1A +/11 ?-�7 &14 1. �
PIT DIMENSIONS
No. Of Pits
InsideD W - I
ta.
qCld Depth
EAM
-
NG
(11 H OR
L=IR
UNII
tr
w
11i Numpili
Header/Manifold
IDistribution
x Hole Size
x Hole Spacing
Vent to Air Intake
P
I
I
I
L e n g I In _ D _
elpneg(tsh)— Dia— Spacing_
I
501L COVER v Pressure SvstAnns 0nIv vy Untund Or Aii RvQtPnruzAQnh�
Depth Over V/ � I I
Bed/Trench Center
Depth Over ;> It
Bed/Trench Edges /I
" Dlipth of
Tops
dZdISdded
Yes No
0
COMMENTS: (include rode discrepancies, persons present, etc.) Ins'pection #1: Inspection #2:
Location: 919 148TH AVE - 0�qy ;ri
1.) Alt BM Description =Tfak�
2-) Bldg sewer length = 11
- amount of cover = fA wAj
Plan revision Required? Yes X No
Use other side for additional information.
SBD-6710 (R 3/97) Date *iepctorts Signature Carl. No
dtX4,nQ-.---. --- —
I IIIII(N
nr-) Industty Sef vices Division NA L Tool,
1400 E Washington Ave 1,anilan Permit Nurntwr flo'w 1111ed In "N I I, I
P P 0 Box 7162
S 2 Madison.'IVI 537 W7!
Ilim I 11111"I'twil %unit,, I
ermit Applicatil )11
1XI 21", \Ii. I mie , jhol,.ion ol On, lowi I,- I)" , rin 2i.""nncnIj nnil
in ak �Ior in -
11 `C441.1inct-I prim III , ibiainim, a anitai% VI Now 'irclIMILi011 lOrIn , jkM NI;Ilk' OW)CII ;� 1A i ", ire ijbillitted Io
lhe 1),parlmeno kit ',afeix Imid 1'tote,,ional ',cr, Ice, I'cr,i ii il irli-Irmatkin .%ow proN We mA, rx: LI1i.j I'll ,coonlarl, P101CO WkIfes III (JOICIVIII 111,111 .16d C�SJ
purpoNcs in 41.,.ordancc %ioi the ii kul,%. - I s 1 1, 1-i-ni. Slat, QI') 1 4.lt
_�A ip Lication Information - Please Print %It Information
P, IICII McLr I '16111C
\athan &
h1ropefiN ()%%net % %lading Adk1rc,1
1 919 4V A%Cnwe
kolt I o�
L (!, "WIC /III iL:e :'III Ill. Wit C' VA V. "W)"n P)
Incic mw I
H. Tillie of Ruildning (check till thiii Hppl.�)
I airil, I J"CIIII)IL �Ijlllller A "t IiC
Puh1n;z( (immmial I c jilll: I c IN
11% of
"IdLe (J`AIICI� I kSLrIIX I IZ
I'V "Llmho
vi%ln.if Kijinx,nd
Ill. lypeo(Permit: (Checkonli C "ImPlete iine R if Applicable)
-% El NI '—Icln (D El I fi-wri,Q'It l"IdIni: , aill, RclilaI I I hll% j El I )IN I Mol [o I CNph:111�
I It. El 1,crwit RC110' A E ilerriii RL% ion El I I IS, 1 ollilit %umir'll and I)AIC "Ll'.0
liclort: I %plTation 24 2W
I 'll, I ot N )A I S S teill C 0111PID111211L I)CN IL:C I.( I,LLk J11 d I[ 111P I I
III-( Tril[irl.1 D"I '1 .11 '1 111.lbll Il"I \1.iill)d 24 it, I 'nitable od
c' "I"Ll, 11-11 1 "I'd
lersai I ofillItincill CX pl'I'll I
I �LfldtnrL 1ail�lrr�lm �In'lx P,orcdiiiicni Dc%i�c �c,rkcw
I N Dispersairf'realment ArWinformilitmit- 'X 5D
T
I )csinzil I km igpd) De�IQII '11111 kPilliLdIII'll I n,rwr,�il Ar('71 PLIJUIRO (111 �FCA Norx,wd I'l I lein I ie�allnill
1. 1 ank Info :-I
oIal
'IVPIIL I" Illlldllh�l dill,
LJ Ll L
LLNU�ariiricf I 7SO �A ic,o? L oncrcic
Ll Q ---LJ -L-
VI I Responsibility Statement- 1. lite underlIngne(l, A%�omr rr%ponlahililN ror ini,iAllittion of lite fl(M 1 1, %ho,,, it on the minached pliI
Narn%: I 1'rint I IN TI le %W MlIKS ',,L.iLilm Hu'lln;S, ",iriho
17", 1
John Nchmin 4,1
Z!:�7 1
Phninhet s Adthc,,l, fI ( it� 1,1:ilc / ip ( Au)
586 \ allc% VioN I rai I 'mwmer,et. III I � 102�
V111111. County'Department I se OnI%
L-] I'min I I I cc� Alte IL Lied
:l 5]Z-5 �
0 1 n 11 1- r I twj )em,l s7l /Z;g
A.Toridition )f �U*
SYSTEM OWNE III,
J., Septic tank, effluent filter and MI
dispersal cI must be servir�cd / maint,"IM-1
as per management plan prI by plurilher,
2. AH 5etbHPk "ttt+`e-1 "-- c to coMp etc 1, A In " III, And ijim"I Ii Ill. 1.1111, .1.11 11. 1, ..1 Ic,, n..,. 8 1 11 ni�hlcll I,
as per appficab!42 colebl,-,�Inances !;W�P,,,
N110)-l'I I Ro � 14)
SYSTEM PLOT PLAN
Nygaard 4 Bedroom Absorption Area
Project Address 9 19 1481h Ave
BMI Symbol. & 8M Elevatioi
BM Desrnption Top of manhole oi�'�&C tarIK
BK42 Symbol A BM Elevation 97 78'
BM Description Walkout door sill
Slope Gradient of Tested Area 0,;)
Well Symbol (if applirable)
Notes See CSM for a complete lot view
Design Flow eOO GPC Soil Absorption Area
Attach debogn now calculations for
rrinrimprrial p,ans
Pipe Materials i ASTM Standard
Tables 384 30-3 & 384 30.5
4' SCH 40 PvC pil
ASTM- 02665
0
3034 P
�4'
2SC"H' P PVC pipe
S
ASTM- 01785
h Street
Existing Well
Existing 1000 gallon
Septic Tank
:isting 3
Bedi
House
poo�
12C 2' SCH 40 PVC
Force Main
97'
B2 3% sloDe
Scale: 1" = 50'
0 50 75 100
0(5rX:;
0
1>0
15roposed VVLP750-MR
Pump Tank
B5
Line
Oribution Prof
Box 11
Tl- Existing 3'x63' Biodiffuse Standard trench El =89 75'
T2- Existing 3 x69' Biodiffuse Standard trench EJ �89 75' ic
T3- Proposed 3'x5O'EZ Flow trench El = 92.50'
T4- Proposed 3'x5G' EZ Flow trench El � 92 50'
T5- Proposed 3'x5O' EZ Flow trench El = 92 50'
T6- Proposed Tx50'EZ Flow trench El = 92 50'
CONVENTIONAL COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name:
Nygaard 4 Bedroom Replacement S6 Absorption Area
Owners NdoiL.
Ndtha 1 & Krista Nygaard
Owner's Address
919 148tin Avenue
New Richmond, WI 5401-Y
Legal Description:
NW1/4, NW1/4, S19, T30N, R18W
Township
Richmand
County:
St. Croix
Subdivision Name:
Glenview
Lot Number
34 Biock Number
Parcel I D Number
026-11S3-34 000
Plan Transaction No.
Page I
Index and title
Page '
Plot PIdn
Page ,
Septic 7ank Specifications
Page e.
Effluent l'ilte, Irformatior
Page 1,
Ex�stinE 7- ank Cern4irat on
Pape E)
Pump Tank Sppcifications
Page 7
Purnp Tank Cross Section
Page 8
Pump Curve & Specifications
Page 9
System Sizing & Cross Section
Page 10
EZ Flow Information
Page i I
Management and ciontingency plan
Page 12
Sanitary System Ownership/Address Form
Page 13
Warrarty Deed
Page '4
CSM or Plat
Attachnien*, 1
Soil Eva�uatior Report
Designer: John Schmitt
Date 7J22/2022
Licnese N!,nibur: IMPIRS 223760
Phone Number. 715-760 0486
Signature:
In -Ground Soil Atsorption Comz)or)ent Manual Version 2 1 May 2022
Page 1
SYSTEM PLOT PLAN
Nygaard 4 Bedroom Absorption Area
Projec', Al C11 P '4Fth Awe
BM1 Symbol & BM Elevation 97 46
BM Descripticin Top of �nhole ln Sl tari�
SM2 Symbol A BIVI Elevation 9- 7ar
8M Dtscr,ptun WalkDrit door sill
Slope Grad elt or Tested Area 13',
Well Symbol iif applicable
Notes See CSM for a complete lot view
Dus'ij I Fluw 0' 10 "'C I A'b50'vt')l, Area
Atla,h Cebiq'i Pow cklcu vons fc-
p ]'IS
Pme Malerials , ASTM Standart:
- ;Iples 3a4 SO 3 & IA4
4' Sri- 40 P 'C rice A�TIV 26,5
4 -i� 34 PI�C �pe A�IM-Wl
S C H 4 0 Pipe
Scale 1' 50
J 5(' 7� iQ0
�/ �'' I /,/,/ Z/ , �� ///Ii � Vg/
12 5
FAIV 1481h Street
Lrivewav
E Misting Vvell
E x:sting D60 gallon
4k-I
Garage Septic -at),
Existing 3 roposed WI-P750-MR
p Ta
Tanl�
'.Pjn,p
Housip
DOZI
2� 2 CH 40 PVC
96 Force Mail
97 Y�r s o,,)e
BI
7 2'
ILL"'
prop,l
Box
�-Garder, T5
T6 �-B 31
71 Ex,stil 3'x53' Siodiffuse St2"-J@FcI trench F I �8c' 7F
T 2 - Ex slirq 3 x59* Biocj:ffLse Starjard �rencr Ei �8-� 'S
T3 rrc posed 3 x50' EZ F:ow trenCh El � 92 50
14- lr�roposeo 3 x5l) EZ Flow trench Ei � 92 50
75 Prorl 3 x5l) FZ Flow trench F� = Z12 K
76- r),cposeri 2 x5l) EZ Flow trench Ei = 92 5C'
tcommerce.wi.gov
isconsin
Department of Commerce
February 16. 2010
WEEKS CONCRETE PRODJCT,;
RAY WFFKS
1932 215TH STREET
NEW RICHMOND W' 5401-
SAFL I Y AND BU LE INGS DIV ISICN
I Ib "I PICCJJC( Pe� le�
P C Ek, 2l
`Jacts�- )'l�, r, �,37(21 25S8
TTY Contact Through Relay
Jim Doyle. Governor
Richard J. Leinel Secretary
Re: Description� SE'l TANKS CONCRETE
Manufacturer: WEEKS CONGHI F PPODUCTS
Product Name: SEPTIC HOLDING, OR PUMP
Mode Nurnberts) 1000
1491N. LL 21.76GAL 1 81 IN MAX DEP-1HOF BUl (-i P.D. Wi USEU ASA
SEPTIC TANK BASED �`N A:� YR SF" -VICE INTERVAL FOR RESIDENTIAL
WAS-EWATER, TANK DiMENSIONS = 84 IN L X IN VV X 49 IN 11
P,oduct I le No 20100040
The specificalloor and o, nians for th s pi.jInDit q i l,avul beef, rl Tind cleter,ii r ed to ce irl compliance WIPI
chapters Comm 82 through 84, Wisconsin Adni �iistraiive -,oje and Ctialplers 145 ancl 160, Wiscol n S-atutes
The Department hereby issues an approval i o,) the Wiscorsir Siaitutes and trip, Wisconsin Administrative Code This
approval is valid until the end of JUNE 2015.
This approval is contingert upon compliaice Vvith the InIll SlIpUlallor(s),
This tank must be designed to withstand line pressures to ivnich it will L�e sui
The manUta.'ll must keep at th,� marlufacti l a st-1 of l and specifications bearing tne doDartment's
stal of approval. The ulails and Spec fica'jcris ml.�s� be ol to nsl i all QLJ[hcrized representative of the
department
When tris orl receives wastewall from dweilml Luid S used a% a septic. lark, it will produce an effluent quality
with a maximum ml average vail to, B'Ol of qrea:er than 30 1 1 ar'd less Plan "I equal to 22C mg'L TSS or
greater than 30 Tip I or Less than or equal lu 150 mg L TSS. arid F O.G Df less thar 30 mg/L
Approval is issued lot, this product as Leing equi,�ale,i! to a 'loor outlet water closet wl-en the fix1l drain is I
in the vertical posit on. The design meets :1-e I i!ert ct & Comm 32.32 (51 (,-� and 84 20 (5) (ri i. W s Adr. Code, which
requires water closets to discharge thri a minimurn diameter 3'drain Dipe Dr litting and the bowl �o ccrfoi to ANSI
Standard At 12 19 2M The ntent of the --ode Is ml since tl�is d,ocuct :)i the same functional perfo,mance as water
closets that meet ANSI S[andctrd At 12.19.2livI
BEDDING: Bedding material shall be used to provide a uniform bearing surface. A min. of 4-inch base of
sand or granular bed on lop of a form and uniform base is recommended. The tank should not bear on rocks. Sites
with high ground water tables should have specially designed bedding. Soils should be compacted under the tank.
This approva: Supersedes the apioroval issup(J on 4 21 2005 Linde, pri tile numbe, 20050106. This a0proval letter shall
be incorporated With YOW previously apbrc vect rlans and or soocific.ifiois aloorovied under 0i file rUmber 20050106
As of May 15, 2008, a copy of a successful water tightness test report for this product must be AVAILABLE FOR
INSPECTION AT THE MANUFACTURER'S PLANT prior to this product being used as a POWTS holding or treatment
tank In Wisconsin.
The department is In to way endorsing this product or any aclvertising and iq rot rp.spnnsible for any Situation which Irlay
result fro'r its use
Sincerely.
Ji M M2CCLjbhLn, CST
Engineering Corsultal Plum ding Prodict Rev:ewer
Commerce, Safety & Buildings Div.. PC Box 2658, 201 W Wash ngtor Ave : Madison WI 53703-265E
Phone: 608-266-0955, Fax 608-283 7456: 1 -ma I Jein VlacCubb nCa)-Nisconsii
SIBID 1 C564 E (N 10 971 7110 Hal '"03 DCC
PAU .,of 2
The interval for servicing septic tanks i� set ny state and local c,),Je Throughout the United States !here r, a wide difference of
opinion on what this interval should be but most fegLjlatO'�' OgCnCle� suggest two to five years The Zat)Fl filler, Which joes not
increase the frequency of servicing for the tank, StIC-Aild hr! cle,-iried wIr-en the septic tank is iurrially ir��pec!ed and r�jrrped.
However, our filter is virtually self-cleanirlq. Tile cortiriue�! action of the anaerobic organisms on the Zabtfl filler (-,ause5 lodged
particles to disintegrate and fall to trie bottom of the tanK If your filt-�r c�orvains a Smartl`illeri,� alalln, YCL. will be notif,ec by an
alarm when the titter needs servicing,
CC
Step 1:
Locate the outlet of tile septic tank
and remove the tank cover
Step 4:
While holding the cartridge over the
access opening. rinse off the cartridge
with fresh water, being carefui� to rinse
all septage material back into the tank.
Step 2:
Remove the ii;inlk jver and P�jrl'p the
tank :f necessai-v to ;)re,/erit ar,y solids
f,om escaping to the 'he dr�iin field
when the filter is removed
Step 5:
irsert the filter cartridge oack in the
case, making sure the filter catttidye
s properly aligned and completely
nserted in the case. Replace tile septic
tank cover.
Step 2:
�irn,iv rmll tlh�! '�Iier nandle cr d slide
'lie -,grlrdgc CL I Of the c,-ise
0
Resirlential Appi
Ceilified to ANSI/Nsr
S
standard 46
- , , " '4 P i" A,� , �f, -, , r, �,�
'n'Fre.1 b� 0e 01 IP "; a -,e,, a,, ;,iar narp�fs )Ifw j 5 e,lj "', "arew, "O� te Pell , r
Page 4
ST. CROIX COUN-INZONING OFFICE
CER'I'IFIC,,%T[O"S'S'I'.k'I'E.NIEN'I'
FOR UTII,iz..kTiON OF EXISTING SEPTIC TANK(S)
This is to certify that I haN e inspected the existing septic and or dose tank,
presently sen-Ing tile followingy residence:
(Street address) 919 14 3th Averue located
at: NVV N �,-V SCL:11on 19 1 O�% 11 30 N, Ranuc 18
Tov"n Of Richmond St. CrOIX CoUntV \VISCOnSin.
Upon inspection, I ccrtlt'\, that I hZlVC found the tank(s). to tile best of'rily
knowledL,e, will conform to the requirements of-S11S. 384.2-5. and it (thev)
appear(s) to be functioning properly.
I
Most recent date of inslicction or �cr% ice j � - X)-,
Did fl(-)\,\, back occur fi-oni absorption systcill,.) Ycs-- No
(ifilo, skip next line. I
ApProXiinatc wILMIC M ICIlLyth Of' tinle: (TZI I I ons
Tank Capacity: 1000
Construction.- I)i-cfab Concrete X Steel Other
Manufacturer (if kno\\ it): Weeks Concrete Products
Age ofTank (if kno\.vii ): 31�11!3 - 005
Pernilt 111.1inber (i fknown ) 7,129�05, 463418
Jnhn Schmitt
(Ll;fscd' Plut ilt Lire Wri tit Nanie�
MPRS
(Title)
---- I —
I Dato
minutes
223760
(License Number) TV1 R, TvI P R S
Forlil 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 AdministratiNe Uode)
Rev. -7 �2101 2
Page 5
cr
VIAM
SIDE 14EW
%
WLP750-MR
TANK SPECIFICATIONS
DIMENSIONS
WALL: 2 1/2'
BOTTOM 3-
COVER. 5-
MANHOLE: 24" 1 D. PRECAST CONCRETE RISER
HEIGHT 54*
OUTSIDE DIAMETER. 7'-J"
BELOW INLET: 42"
�zl
UOUID LEVEL: 37"
WEIGHT, 6,150 LBS.
INLET AND OUTLET:
j
4" CAST- A SEAL BOOT OR EQUAL CASKET
INLET AND OUTLET BA7FLE AND
WISCONSIN. SEE DETAIL 010
(CTIIEF STATES SEE CHART)
LIOUID CAPACITY. 20.28 GAL/IN
LU
HGLDING TANK.
UJTLE-� HOLE PLUGGED
ACTUAL CAPACITY, 790 GALLONS
LCADING DESIGN 8'-C,- UNSATURATED SUL
TANK CAN BE USED AS.
SEPTIC / HOLDING / PUMP OP SIPHON
COVER. MX DESIGN #8 (NO FIBER)
TANK VIY DESIGN #10 FIRFR)
La
CLSTOMIZLD TANKS'
FOR CUSTOM TANKS CONTACT INIESER CONCRETE
:D
REVIEWED By
REVIEW DATE
LL
DRAWINGS SUBMITTED
FOR APPROVAL
APPROVEC 9�
APPPOVAL �ATF'
PRODUCTS NEECED B':
JTAXKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMFN-S 11
SEPTIC / PUMP TANK SPECIFICATIONS
I % (No Scale)
P I
IMPOR—ANT
Anchor tank(s) as necessary
pursuant to SPS 383.43(8)(g)
;� , 5�60 G�df.
CAPACITIES �a 20r28 gavin
Depth (In)
Volume (gal)
A
20
400.32
B
2.0
44.48
[C]
6
121.68
D
. 11
i I
*Pump Tank Liquid Level 37 in
Force Main Diameter 2 in
F o"'Ic —a,,, � , %�' �%
API,,z,ed LIx, � `Aa-nnl,�
.,,t- Nar, g La�e Atlac-ed
C�,Jo L
aw,e
L IsIdD s,,ed P'oud E evation
5,d,
... �ecl
IV
Ho e
Force Main Length = 120 1 1 r t Y A,�D�,ed bead,g Male, d 1-�, -ear- -� ,
Force MaIr Void Volume 19.56 Dal
[C] Total Dose Volume (TDV) 107.41 gal/dose
moomm�
L (5X total ialwal vow volume �_ T[)%' _ 0 2 � uesign
+ (force main drainback �,&Ijn,el
LIMP DISCHARGE RATE 20 gprr
PUMP TANK.
Volume 750 gal
Manufacturer \Nieser Concrete
Pump Manufacturer:
Zoeiler
Pump Model: 53
(�iee atiaztel Po�p zj�
ContrDIs/Alarm Manufacturer:
SJE Rhombus
Controls/Alarm Model
1016864
Float switches containing mercury are prohibited.
- Aoj,oved ,) -lb Mf-
A.x,Ri�� P �e 2 f! cl-lo
Sol r. CMj1(.,
PUMP -OFF
ELEVATION
89.40 ft
INSIDE BOTTOM
ELEVATION= 88.48 f,
Vertical Head = 5 ft
nommo�
+ Min Supply Head ft
+ FM Friction Loss = 3 96 f,
-I- Fitting Loss' = 0 ft
ImIn SUDDII, tnac � r 31
TOTAL DYNAMIC HEAD �
SEPTIC TANK(S).
Total VoIume 1000 gal
Mari ufactuI
Weeks ConcreteProducts
Install approved effluent filter at the septic tank outlet
immediately upstream of the pump tank inlet,
Filter Manufacturer: Zabel
Filter Model: A-100
U)
20
4
< 1C
ot
I
GALLONSI
j7ERS I
0
PUMP PERFOVANCE CURVE
MODELV5 i55!57/59
23 30 4j
80
FLC)'A'PER %W,IJTF
5C
Variable level 9oal switches available
Variable level long cycle systems avai able
Available with spel cord erigths of 15 25, 35 �510' 230V only)
Alarm systems available
Duplex systems avai able
ritecirRI float operated mecnar,c�. w-',,h io o�I�Tai w,,I, , c -e�
�ing I e pig�yb a J a! a Lie t�ei I A! Y (IJ,De pIggy, d J, v a Lie lvv�
�oat s�wja Rcfer to - NQA77
Me cnal z Re ma'n I -Y-Pak I �-' j,,' o A G'�
4 5eu l for �orect noa6 -,I �levrl� I A te,qj* or
Va nab e evei oWn I Son I r, 13.32Z5 ��ed as a -,o it m I a c I wa'o, .-i in
Eleamal Allerna,or l3I or 141 Ival s�s:wr:
Single Seat
- Co , mrol selection
I Listings
Model Vol
Phase
Amps Simple.
Diplex CSA. Ji.
V7 5�
17
s
22"
&qole D.9gytam swriot, mck,rar
FA -CAUTI�
-�), infri � mdIrral -loelle, yrC,jrts elff In cAlaiog or P�q-ryt,', K wer,aril. I P�-I
-icatSwn,hes, FlJL47.7 Eic FI.IG486 VrMW,�IAJ!e1;i l $1�13
�lrwage Pasms �VW' ar-I Srqll S,-iil Purr. 5,qerns Fi
TOTAL DYNAMIC HEAD/FLOW
PER MINUTE
EFFLUENT AND DEWATERING
MODEL
5155/57/59
Feel Meters
Gal� Liters
5 1 5
43 10
3 0
34 129
15 46
19 72
Sl-ul-ofl Head
19 2!3 li� (5 9m)
"Easy assembly"
Nli
Redij-p� pot�l loyij,ng IL, Jebr s
M�flr- (,� r!;,,zVe. ionr,)l 4,BS
Pd,Seb �ijmjj 2 ol" boItcm o'basin
Pfojides [fie ability to ia se l by acd nj �ecions of 1
or 2" PVC piQirg
Attaches securely to Pul
Accommodates sirnp, cewatering and effluent applizations
NOTE Make sure float Is free from obstinictim.
For unisual conditions a reseive safety 'a�,Ior is trigineered intc tre des,gn ol every Zoeller pLrnp
, , Gcil �11)1 ' Zoeller Co, Ail rights reser�ed
Page 8
IN -GROUND DOSED -GRAVITY DISPERSAL AREA
Uniform Elevation Trenches with EZ1203HP Bundles
3-ft Trench (down -sizing credit)
91 Soft COVER
�JA �W
7-
92 50 ft
Systp.fn Elevatiun -
(typli,al)
TYPICAL TRENCH
CROSS SECTION VIEW
(No Scale)
Provide IT)II1111HUrn 3 ft
separation between trenches
TYPICAL TRENCH I �how I(KAnor, of if 10 � outlot C.11H if ir CAN,11 ,I, I'l,il I Vic W
PLAN VIEW
(No Scale) 4" 0
A )"-do, WN,ie, 1,
Perforated Lateral Observa:icri
(typical)
/ -----------
7,
B - 0 ft
INSTALL PFR TRENCH
5 10-ft bundles (a? 50 ft FISAdunit = 250 ft
+ 0 5-ft biindips (q) ?1) ft FISAounit = 0 ft
ProDosed F ISA per trench = 2-90 ft,
10
(IiPCA)
OBSERVATION PIPE DETAIL
IL C,..:'
�,-o PVC Pl�
T ... .. I c,,, in
1.) 1 4'
A�
A= 3.0 f4,
( N, IN cal )
EZ1203H Bundle
(typical)
(rriftj t)y infiltrator System-, Ini:
Install lMf�;L,;int it) m�nufacturers nstructl(c�
Required Infiltration Area = 1000 fl.
x 4 trenches = Proposed Total EISA z 1000 n,
Distribution Method.
distribution box
Installation Instructions for
EZ//Oji. Systems in Wisconsin
W sr - onsir Depa-1-nent �' Co,nmet,-e. a:ti- V 1: BLJ 111VU,
DI,I�Ijr , Iab ru. U%wi! 'hC �,jvo_ fi--dt �)ri, j,j jfI, �, :
pr L)duct 3,id de:e I I Ti 'fC I � ! ', - I :e ir :, i, rnpl ar� ! , I :jj
Corrrori K tf Vifi-,_ _,,� �r, Ac�rri i; '-, _e a 'j),3[ "er
I /E and ' 6C, S,atiteb All III j-,t 1,t.t,J Vie bile
Sol�,ticw d .5tj.1) ,�, a.� ir
local requ atfori�,,
7t U di�pl( v,_-d u jr,_, 1 '203� 1 �3- 12' Ljf1j1u!. co,�,e ri
r_entel r)jr�je r Cr 10 1 fijj� jr j ' 2" 31"�
with pipe n eat -It- I,j,,,Ile - C, �e,
A s ri�le pipe L) i,l :1,� , -, I,:: h 1 :1 -.-! � [ ti. _1
el tylene netlir�, A -,it q1t
�,e,Ajtij L)ui ult
or ly and i� held toqether ov 9, poIye!hyk-r)e nelfillr4.
Materials and Equipment Needed
EZf.ow �" ' I Jet,
EZf ow Cluute Otilo,_ Fdt�r I-
ED OV. �_ ( ��,AJ[jk
PIL;t: fi, ( f it-j'Jef w lf,l,-,t
Back, ._- E.
Installation Instructions
ho, nsTruLt,ons fif ribt:oit jr of LZii_),,v ur art, �ijve!
below. This piujjc t mLst L)c ri�,talltd I- accj ca,�� . N ti, :,:jtt
rules defined I,, J apttf, C 82 E?,j C2fj_LI1, A�_!
rr,nistra:t�e Coi 3rid C,iapti If, 1 4-E and 6C A o, ii,in Sta'
Lote" a- well a� the 1--cal ileah"I cttli - _ffefi- J(,h_;1
franual
A`��, tit, 1. r.al de[,Ljrt,, -it fi�, L t�', .... i :, I, � , -, r �
- J. f;�L,fat, a, -1 1 1, j! �' !, U LZZ�_ . _- , . - f j "
,Dr I)ark f,, �_` atiG' 0� - c- , L I �' I r, _, _ j�,.
�.jrc�ui tc -.2*, c jar -I, , r"Wt A If Ili ; I _ I I L
t! Lu,.icri r).),i arij *.f�,r -o f
lati 1r, I' rf�
2 Rtmuvo.� pldti�_ EZI[�,,-v �hi�)pina caq 1:1 10 11-1 I-ILI
bindles 'i tht- Removu _jn,, jJA' :1 . ba,
'r,
trencil- Defore .ystef,i s _o�ertc
3 Th S pro,�,,, tr,_s- .I,.:� gecte,(t le faLf , :,ia: I,:-
c,iiier-rierts s. Ccirr-i 84.30 '61 (qi ',I, A,jfii
ir 5talied Ji!t(_t v uf� tL P J: ti Ic J',A�L) Z jf:�; �-,J( 1 ]jr j
J_Yvr aio,iq the si�t thr [�r�,()L)Lt t( I I' it if 11
InCoIC,- r:),l the -f DrOCU_!.
4 Wthpori rs��fllec r, j if (! trerC'I S,jr,ijj J,(L !"j
a width �)f 35 riclies 'tiis n�_t �)r,l� ba'.V!, 11
t1Y). but dk,(I f_!U%ILJUS Lettc�r load-b_-,worri , ipaccf, afi(
backfilling iL: ccmplete.
a*EZflow`f1od
,if,.
by INFILTRATOR
ritcessar" Cr I (�Iv(�q ., te LInall
L'C - L" j t a"XJ r! IIIV �eAl_ljf' ((ipL) :ird
tillf. i(q -ht' 11 fitei,a , r�ivt 'I e
PEA irij I -if I v j�o,: ri r ti ng nj �, j1j'
�;fTi :111" - L! 1 .11 '1
C) `Uct- EZ'I(m Lurldlt:(L,� r tiiz: EDIDA uctrif,-juiiiicr ip-
pt, j ce�JU �)f_T-ft "p( C,f,,_j f�), !nt� part,
Th�l ��I, or _urilet-m� �l I wtai,wi.-I �ipc
zlr� ed 'I'd 1,, crL v, to af- irt(,fr) 11 1-)1[)( pier krI,,
,..J,!it r il til I! II1,11 It II- J.
1 Li 2 111(, othtif
Jhf� t-)IL) , , Lact, GLO cylncc, cuntLiii�,' , fdtei ia i IV-
iaf1L.fcCj,jri It be:wceri I,iu iettificj arici aq UIV lie t e
f Al I i,� I �; fit ts, to - -1 t; i Pit pve-t �(,.d in, r a � cw. n irst-tei
,h 0 -na�o. !!ie 'he GE") is pcs ti oned LP'%L]'J _`IJ
if' vo!" !he f3bf f, eLl if ti It adja_t it
J� , I - f _r
8 7;1�vv D,ji-,field S�stvrns shDuk-1 Le vi��-flb I ' I
9 Lill (11't'( it frl�' 'f)c'f' I jr,,* 3I)rIj to v
tri., :I,- ) .cj I!JL.� 2' t-it Lif Jir C,
Er"tLi-L ( , kjrl[�)ffri duptl Y'It') a I I C.�:nt I[j )t]L
Jdjj[if'cj I L,,finu!,_aI nundics �-Iacej crij 1,) Crij
wlit � -v�ral t,jr)dIe di�tribi.;tof, uicu trite, zor,nti��:teJ
or etli( �t( ps
Ito- -n tt�i fil-ill Lc. J �j(_r at �%,itti wi I ni,
�3 !L- fill I,-,ulJ I r, .f_jer.; u uuccd i n ej atd�
n
E2f j_ PS t arolut ita flembc 3,iJ ca,i fJ ir -ar iI
[IoL., �' " J� I _1 , L e ').?( , :r ji � It :,(Ie� t�( 1.1dfl , -,
, t')t :), '. III
EP_� � ;:t, I I �j !1 1 t� It `1 J"'
Lie _t� � ' �� ,-tjf_ii i,,-c.arc.) f ti.i,ldf ;1
( J'�, H_,f a-S -I L)Ilc.-; iJ 'Ic"It � i;t A wuut'd Nice
po,f id r � A Dr-Lir , r_ periF,nce n.v, shown, I-OACVVI
th it :1) - :,� riot j Drot)le-) when SYS'CMS Jja�rt a --fl-InIUM
of 6' -.)' '�,I) a� lerri'lended b�
1203H-GEO
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Page 10
In -ground Dosed -Gravity Management Plan
IMPORTANT:
The owner of this in -ground dosed -gravity system shall je responsible for its perpetual operation and maintenance
pursuant to requirements of SPS 382-384. Wisc Admin. Code Pursuant to SPS 383.52 12). Wisc. Admin Code this
system shall be considered a human heal*,h hazard if not maintainec in accordance with this approved management
plan. Furthermore. all inspection and mainlenanc-.e activities shall be Derformed by a registered POWTS Maintainer ir
accordance with SPS 383.52 (3), Wisc Adm n Code.
Maximum Dispersal Area Operating Limits:
Design Flow = 600 gpd; BOD5 5 220 nri TSS:5 150 mgL"; FOG 5 30 mgL"
Inspection Checklist INSPECT EVERY 3 YEARS
type of use
age of system
nuisance factors (i e. odors, user compla nts, etc)
mechanical Malfunction (i e. pumps. valves, switches, floats. etc)
material fatigue (i.e.. leaks, breaK�,. r orrosion, &!c.)
solids voiume in anaerobic treatment tankts) and any Cistributior appurienance(s) (i.e , distnbution drop boxes)
neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.)
extent of ponding in distribution rell prior to dosing
dosing irregularities - if applicable (i.e., purnp re -cycling, float switch settings, etc.)
electrical components - if applicable (i e , wiring. connections switches, controls timers, alarms. etc.),
distribution lateral or lateral onfice plugging (measure lateral distal pressure — compare to design specification)
surface discharge of effluent or sewage back-up into sTructure served
Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary)
Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281 48 Wis.
Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or
as required by local ordinance. Disposal of con:ents shall be pursuant to NR 113, Wisc. Admin. Code.
Effluent flIter(s) shall be inspec�ed every 3 years ard shall be cleaned when necessary to remove any
accumulated solids according to manufacturers specif,cations. A servicing period will always Ice greater than 12
months
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. John Schmitt
Local government unit St. Croix County Community Develo
Local government unit address,
1101 Carmichael Road, Hudson, WI
Phone. 715-760-0486
Phone, 715-386-4680
zlp� 54025
Any defective part of this system shall be repaired, replaced, cr removed pursuant to SPS 383.51 (1 ), Wisc. Admir.
Code, Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc Admin, Code.
No product for chemical or physical restoration of the POWTS may be used unless approved by the department in
accordance with SPS 384, Wisc. Admin Code.
Contingency Plan
In the event that any failed treatment component of t1is POWTS cannot he repaired, it shall be replaced pursuant to
a plan submitted to the appropriate agency for review and approval, A failed in -ground dispersal component may be
abandoned and replaced by a code -complying dispersal component in a ore -determined area of suitable soils.
System Abandonment
If use of this POWTS is discontinued, it shal' be abandcnec in accordance with SPS 383.33, Wisc Admin. Code.
Page I!
File 4:
S-1. C Wt JN I Y SANITARY SYSTEM Office Use Only
C,�td 212021
OWNERSHIPIADDRESS FORM
Community Development Depar�rnent will utilize this itiforrIldtlUn to provide the property owner with
information regarding operation and -naintenance of your new or replacement sariitaiy systern! This
information will be provided as part of our ongoing efforts to protect public health, your well, groundwater,
SUrface water, property values dilld count,,, I esources Once approved, this completed form and educational
information will be sent to you by erna 1. !' yo,, d � K C k) C It' %V I I, � k it' t ; s�l r� I t d I',, p e r : r- I*, t- r 1; t I c yo j -a I i
clo so by using tile v�ebhnk
OWNER/BUYER INFORMATION
OwneriBuyer Nathan & Krista Nygaard
Mailing Address 919 148th Avenue --
City/State/Zip - New - Richmond, W1 54017
Plione Numoer iiequifed) 715-781-3050
Email Address �required) nate@nyg-aardassociat-esi-Ic.com
Parcel identification Number 026-1153-34-000
(found or the property tax bill)
NEW SYSTEM: LEGAL DESCRIPTION
Property Location NW /4 1 NW , /4 , SCC 19 , T 30 N R 1 8—W, Towr of
Subdivision Plati Jacobs Land in g3rd Add iti on
Certified Survey Map # 744287
Warranty Deed # 875646 --
Number of oedrooms 4
Volume
Richmond
Lot # 34
Page 0--- - ---
(before 2006)Volume P3gC 4---
Spec house 0 yes IN no Lot lines identifiable E yes E3 no
OFFICE USE ONLY
New Property Adclres,� Ilill"t -- -- --
(VerilltdrUll ito dddreSS equiled from i- '-'ITIriunity De�elcpryiprt DeparArriew fur new cot,oruciior I
�Staff muals) (Date
This form must be submitted with oil Pavite Orisite Water Treatment System (POWTS) applications.
New System: Include mth th,s form a re-urd,�d warrant), deed from the Register of Deeds Office and a copy of the ciarttfied
survey map if reference,s mode in the worrarty deed,
Curufuu'i ty Development D�?pa,t,nert — Lard Use Division
1- 5-386-4680 J,. Croix Ccunty Governmert Cefiter
i'Ll Carmichael Road, Hud"Cri W1 5-101to
11�-24�)-4250 Fax
Page 12
A IsContilin Department �f Ciamr-lerce PRIVATE SEVVAGE SYSTEM
Safety and Building Divisor
I— . INSPECTION REPORT
dENERAL INFORMATION (ATTACH TO PERMIT)
Persona) intormabon you provide mi be used to( secondary �Lriw5e5 �Pllvacy Law 9 - 5 04 1 fm li
Permit Holder's Name age X T �rslh,p
Ritzer, Justin Riclimond Town of
so Bill Elev BPA Ce�cq"t,'r
CST 13M Elev -7 1
TANK INFORMATION ELEVATION DATA
TYPE
MANUFAC'URER
CAPACITv
Sepi
4
I
1600 1
Aeration
Holding
TANK SETBACK INFORMATION
TANK TO
99,0-ft
9604
'VVELL
BLDG
vr, intake
RO A D
Septic
............
2,+'
Dosing
Aeration
7o 7din-9
PUMPISIPHON INFORMATION
,Manufacturer De7a-i
Gpm
IModel Numb
I r I
TDH ILII Friction Loss Sy::�� 17
r6lce" gt�� IDist to Well
SOIL ABSORPTION SYSTEM
-CCU -------- -----
St. Croix
Semite" �enmif No 463418
State Plan 10 No
Parcel 7ax Nj
026-1153-34-000
19,30 18 1172
STAT'ON B.,
FS
ELEV
Ben&ma,k
Alt BM
Wit.,ilk- 00�—
5-1
"1 7T
Bldg Sewer
t
14.17
CF?
St 'At In el
It,
"iIj 7
st, HI Ojt:e*
it, 3q
(.o
Dt -let
Dt 3oli
Header/Man
0 -71
Ifi
Dist Pipe
Q.Z3
"'16
so, System
75-1
Ti Gl
t _oier
BEDITIRENCH
Width
Length
No Of Tr-rches
5
Nr� Of P 1,
risoe D a
iqu,C Deoth
DIMENSIONS
3
7 -Tirll J�l I
—
r —
SETBACA
SYSTEM TO
PiL
BIL�G�
LA-<E'CTRE:A.M
LEACHING
'Aanjfac1,,rPr
-31
INFORMATION
CHAMBER OR
—
T�WOI System
C a 'l,'j #_
)I N,mber
5f Z., Y;�Z-
20
I
DISTRIBUTION SYSTEM I I 111 /0 f 0 6 f-el
HeadeFftAdoifold
Or it
'7
sunbutio i
1p�llpl \.I.-
l40 0
1�
�le Soac np
*"`�
I
Vent to Air Mail j
4 11 Lt
I
�Lj
Length C
ingth D, a Spal ___
S -
SOIL Cii Ami. .,, Llin,,mrl n, Af.rrarlti Swouil Oniv
Depth Over
Depth Over
Depth t'
Seeoled'sodried
� Ml
Bedf-rench Center
Bed,11reirech Edge
To,,lloll
as
No
I
COMMENTS: ( Include owe discrepencielf; persons preseit etc , Inspection #1
Local 919 148th A�enue New Richrrond, W1 54017 (,A 114 NVV 1A '9 T30N R 18W) Glen View Lot 34
1 ) Alt BM Description = LJ a, ez— 64jte'r-
tlL zi
2.) Bldg sewer leni -
- amount of cover =
Plan revision Required) Yes )(No
Use other side for additional unformabon
Dale zool grusture
SBD-67 10 (R Yi
nspecticin #2
Parcel No 19 3C 18 1172
. __ 1
(oV3,111 7-1
Cam No
dEasirow
Saky and Buildings DMirion
County
Wisconsin
201 W. Washington Avc-, P 0
Madison, 0
1� T ro�o it
Sis Lary Pesmint Number (10 be filled in by Co
_IV
(60)
Department of Commerce
Sanitary Permit Applica n L I
Stat Plai Number
3U),.
A-
In ri:cord with Comm V.21, Wis Adm Codle,po-sesnall informal n you provide
Prole Address (if different than mailing address)
moy be used for secondary purposes Privacy Los%. a Ck - )i)r,l
ST -.tC1CJ-
#- 7A A tF
1. Application Information - Please Print All Information
propeny Owner *$ Name
Parcel 0 Lot N 3 4V Block 0
CTU j I- /,�(
—Tytem
QA46-11573 —
Property Ov4w*s Mailing Address
Location
55(o �'. A i? eii/ -TT
- AW,,.
City. State
71p C,.dc P, ore �..,n,ber
/Voc-1U.') U)J
Y�`0/7
C:,C 'C Ole)
T _Yjj N. Rye' F or 6)
11. Type of Building (check all that apply) 0 k ---)
I or 2 Family D"illing - Number orBodrooms 3 'LL",
Sulbilivision Name CSM Number
0 PublWIComnscrcial - Describe Osc
L
D State Owned - Dt=ribc Use
111. Type of Permit: (Check only one box on line A. Complete line B i(applicable)
A
I New System
C1 Replacement Synivin,
f-j 71MIMCALNoiding Tank Replactmen, Only Other Mod,r4atton to Lmiting S)Iuem,
Iist
B.
0 Permit Renewa!
G Permt Revision 17 ( Fange of C Per ... t T�ansfe( to New
Prc� ious Pimm ! Number and [)are Issued
Berore F�furntiin
P:umber ()�sirr
IV. Type of POWTS System: (Check oil that apply)
Non -Pressurized In -Ground C1 Mound > 24 in of suitable wil U Mound , 24 in of suitable SOII At -Grade Single Pas,s Sanol Fd:cr Cl
Constructed WeElard 0 Pressurized In -Ground 0 Holdung Tank 0 Peat Fi zer 0 Aerobic Treatment Unit Kiecirculatin
Rocirculaung SymIrctic Media Filter a Lea U Drip Line U Giavel-1V ?'Pc LJOIbelf-i(exPlAin)
V. D6per22L/Trcatment Area Information: e rL
quired (if) 15persjl "iea Prop, Lievallor
Design Flow (god) Design Soil Applf"tron FLate(gp-dsf) i D,Apersal AmA Re Afita Proposc� (30 Sysic
.7 & 6-3
�5
VI. Tank Info Cis 11�v in Total Number I Mant,lacrir,r Prefab site Siftl Fiber Plastic
I Gallons Gallon Orun's Con c re (c cnr�tfvclel Class
T�Z, ITZ'
Septie rit Vitild.ng Tp,,k
Avrob� rimainvul Una
Dossing CMntw
VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print)
Pi bff,s si Vure
"',
M umber
Busininis Phone Number
&Jwlyfr—;,
2'
Zc
;
1
CLW)V
Plumber's Aaress (Strov, City. Sim. 21 . , )
-1)
7" Aoj6E�—�Tcit?e--A f e z
Vill. Coun()-/Dcpxrtmcnl UseOnly
WPP rovcd
�d pprove
ppr"c
Sani'Ary Permit rec (includes Groundwriler I Dm�-lss-tjcd
Fee)
ISILin entsig tur
IQ�f �ca� ro, Demal
SurCharge
IX. Conditions orApproval/Resions for Disapprosol
MTSA OWNEW 3)
1. Septic ** ofterst fter Wad
&APerigni ca must an I
a per nisetter"Wrill p! "prded by plumber
2. As wbeck Moral" must be nraintair*d
Per stoolocall "ruarxes
SBD-6398 (R. 01103)
72
V#eVm0-
"45(
1378
SOIL EVALUATION REPORT Pope I of
DOsIM of W and BuIldaip in accordance with Comm 85, Wis. Adnn Code Tom SctvnRt
AJKh r I C aft plan on peter not late than SY, x 11 Inches in she. Plant ff%M county St Crob(
--kt$j*,bdrctOnVAdtmvWftwdhmkontal.Was po"f3M),directiol and
roft arrow. &V location xW dislaricato nearest road Parcel 10 028-1153-34-000
pleass, Print all iMADMiattlen.
RevIvAed By Data
Pass lift oft you lsvArk mar be wet! lor woondary, (Nory Law, I f E 04 (1) tm)) I
Prop" oarw Prop" 1-000on
t4bWHOmse t7a 5 GuA Lot 1A N-W1A S 19 T 30--NR 18 W
lt!iopia Y owlers Ma"
Address Subd Name or CSkV
1- 34
S. Aroh St Glenview
'CRY State ZJp Code lolhone Number City 0 ON" Town Nearest ROW
New Rld%mond W1 1 54017 Richmond I 148Th Ave
NOW C4)f*. UC" U": Residential I Number of bedroome 3 Code dertivied design flow rate 450----GPD
Ra0werrient public or commercial - Describe:
Pat. mowbi Outwash Flcod plain elenration, if applicable na
Gum comirrients
Wrecorrimairidations: Area is subble for a conventonal "am virM a 0.7 gpdtW rate. Poem ble system alevabon for Area I is
89.65'. Slope of area is 2%.
Boft
Pit Ground Surface aim 96.07 ft. DeM to Hmibng to= 144+ F�WApplcaipon Rate
4.
Fknzon Deplith Domiriani Color Ro" Descrvton Texiure StAxt." Camsterve Bminclory Roots
. ,r
64-A
I I DyrM none sil 2fttk mfr as.:�l 2vf 8
4 2 4-16 10yr3A 3fat)k Mfr gw I vf a
3 18-31 1 Oyr4/4 I none I sil 3fsbk mfr gw 6 8
7 1�8
4 (r4M none a Deg ml gw
5 43-11" 1 0yr5/8 none a Oeg ml 1 7 1.6
soft 0 Depth to krAkV factior --
Pit Ground Surface elev 96.87 ft. 145+ in.
11mizoi Depth Dom riant COO Radox Descmbon I T&Kfwe i sbuck" Consistence Bottrxiery Roots
0-4 1 DKM none so 2mobk mfr as 2vf .8 8
.2 4-7 1D none I 2calok MfT Cw .6 10
3 7-14 1 Oyr4/4 none a Ogg ml Cw 7 16
A 14-22 7.5yr4/8 2msbk -Mfr gw 4 .6
none ad
5 22-32 1 or" none Is 089 m I 9W .7 1.6
6 32-51 1 DyrS/4 nor— CCIS 069 mfr ce 7 1 1.6
1"4 none 6 Ogg ml Cs .6 1.0
Effluart 01 a 800 e 30 4 220 mg& and TSS >30 K-ISO ffv/L Effluent *2j BOO, jS_30 mi and TSS -c_X mWL
3T MKM (PW� Print) Signature, CST Number
rhoman J. Schmitt 227429
liddreas Tom Schmitt Delta Evaluation Conducted Talelphicine Number
j5M 72nd Si N" Rlotinnond, VVI, 54017 808105 715-247-2941
L
,Pmwty owner Abbie Hornes parcstj[)#_�26-1153-34-000 Page 2 cf—�-
72 Boring 0 Boring;
96.87 m Depth to limiting factor
Til Pa Ground Surface elev. 145+ in F W Apiphicalim
Horizon
Noll
Dominant Coky
Re&x Dia-aption TWLre stiucture Coni Boxidwy Roots
1 87-95 7 5yr4/4 vrts 2msbk mfr cs a 10
noie
2 95-145 10yr6/4 nole s ml 7 16
73 Boring 0 B<x Ing
ft Deohlolimitinglactur 94-- in
Pit Ground Surfare slery Sol Application Rate
Honzon
Depo
Domiram CNor Redox C'escriplion
Texture strixture Consalenna
Boundary
Roots
-Efi 'Eff#2
1
0-8
10yr313 2frbk mfr
1 Oyr514 r,one sil 3tsbk mfr
10yr5/6 none r,41 3fsbk mfr
as
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gw
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PI Ground Surface eiev 96.97 M Depth to limiting facto( 144+ in, Sod Application Relar,
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Depth Dominant Color Redox Descriplion
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Root3
VI
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si 2msbk mfr
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none
cos L)sg ml
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7
Effluent #1 800 ? 30 220 M9VL and TSS �30 150 mg/L Effluent 02 8005t3o ryV& aid T66 K.XV Ink"'.
The Deparomrit of Commerce is an equal opportunkyaqvioc pr 1viderland emplayw. If you need misom tD or
med material in an alternate formst. p6m'w"ritact the devartment al 609-266-3151 or TTY Oi-2644777.
'4-
1 .1 ;warty owner Abbile Homes parcei 026-1153-34-000 Page 3 oi[—�/
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Depth I Dominant Color I Room Description
Texture struclure Conamwice Boundrq
Roots
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1
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i none
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gw Ivf
7
1.6
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4 154-143 1 Oyr5I4 none is—� Ogg -Ml
1.6
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Horizon Depth Dominant Color Redox Description Texturre Stricture Coni
Boundefy
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(� I
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4
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Honzon
Depth
Dominantcolor Redax Cescription Texture
Sirwiure
Consistence
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4
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0
Effluent 01 a BOD ? 30 < 220 ffV/L aM TSS >30 < 150 mg/L EfItuent 02,o 13006 g X rng/L &M T88 - &V pVk
The Depiaruni of Coffunaroe is an equal opportunity." provi&er and CMp6M, If YOU need 11151111116tw0c 10 AMM Wroocil'or"
nocdrnatierW in an alternate fortnal.Pkase contact the departritentst 609-266-3151 or M 6�8-2644777.
1� �
Pagc'y.of Y
aducted by: Conducted For:
Abbic' Homes
tchaiin Soil Testing Inc.
-St
Tbornas I Schmitt, CST 227429 Nddress: 556 S Arch
1595 72ad St. City; State, Zip: New Ric�rnoad,'Wl. 54017
New Richmond,-W]. 54017
Phone: 715-247-2941 - Subd.Name: Glenview
Lot -No.:
34
LegAl Description: ._NWI/4Sl9.T30N.Rl8W_..
To
_P;gkhoe pit _Wnship, County.. Rich wnd, St. CrQix County
L
A Beach Mark EL 100.00' Top of 2" pvc.p*
Alternate Bench Mark El. 98.52'top of 2" pvc pipe
Slope= 2% At
Scale V 40' `j
7-
7
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Y
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Y"Owuot— 5#640*0�
-CAM COUNW NO. 644757
STATE SANITARY PERMIT
PREVIOUS NO. 443
OWNER Q&Usj eAl STA kffiAMb
PLUMBE
TOWN OF
—A
SEC 19 qT_
AND/OR LOT
L&J,fleki
PERMIT EXPIRES
BLOCK "Oam�
SUBDIVISION
CHAPTER 145.135 (2)XISCONSIN STATUTES
(a) The purpose of the sanitary permit is to allow installation
of the private sewage system described in the permit.
(b) The approval of the sanitary permit is based on
regulations in force on the date or approval.
(c) The sanitary permit is valid and maybe renewed for a
specified period.
(d) Changed regulations will not impair the validity of a
sanitary permit.
(e) Renewal of the sanitary permit will be based on
regulations in force at the time renewal is sought and that
changed regulations may impede renewal.
(f) The sanitary permit is transferable.
History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314
Note: If you wish to renew the permit, or transfer ownership of
the pemit, please contact the county authority.
D ISSUING OFFICER - DATE
FAW
UNLESS RENEWED BEFORE THAT DATE
POST IN PLAIN VIEW
VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION
SBD-06499 (RI 1/20)