HomeMy WebLinkAbout034-1015-30-000 //30
wrsecnsmDeoan^'entof Gemini PRIVATE SEWAGE SYSTEM Ccunr/ St.CFOIX
Sa'ety ar.d Building Dium2ion
INSPECTION REPORT San laiy'Pe'ina No
iAI IAl TO PERMIT) 605120
GENERAL INFORMATION Sae Plan ID No
Pmsorai irlorr°aber you t; aee may be wee !or Seec'iilary purpoaes'IPnva-'y I aa, s IS i t'fm11 3131 388
Per"' it 11311 S Na--- (i Vil age TV.1'n51, r, Parcel 75r NF
Duane Ruosch TOWN OF SPRINGFIELD 034-1015-30-000
CST Brd Upd .nap iStd f'ev WI),,pt:o- nn Scr;iOnrl uwn! jon9et.!ap N¢
/OD I~o~o/~ err r` 07.29.15.106B
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURE CAPACITY SIAHO:N BS 111 FS ELEV.
5. t~ do
Septic S ~bo0 Benchmak
1..~ f' F s 7• J
Dosing •.rj At,. BM
o v~, (Poo Fr'f1 Co~<~ g. g 96 -2/r
Bldg. Seaver / • D
SZS V
F I _PAW) a k- 2"
I to ain~ Stn It Inlet
- 16.5 ~'y9
TANK SETBACK INFORMATION StmtOutct
TANK TO / Pit :HELL BI DG, re•n 11 In-a- HOAR Dt Inlet
`.70J , _
Sel 'Z / a DI Bcllori Z0,11 $4,61
Ihls ng / _ TI eade I. M an Zan. Z /az Z.
a' /5 Z7
Al Dist Pipe
/ez z
Il,ld it System 3. 7W /Il3
PUMPISIPHON INFORMATION l Grade •9 1d3 2Z
Manufacturer Den and St Cover
oj1 5 GPM r.1,,, Ce $.q 9(0
Model NumUcr ,e OC Z. Z /a 1aJ r L. 77,19
I DI I Lilt Friction Loss Svstem Head TDH 1 C-- yW- 7 17, ! 1,71 3 •z5 22.Z - - -
Force9lain Leny^Ih / Da Dist ro ;^;ell f
SOIL ABSORPTION SYSTEM
BEDITRENCH '*,VNnir I .ncfr Nrgf Tre -es PIT DIMENSIONS 1 O' P Is nsde Dia. rI Grer~
DIMENSIONS 6 af/ /
~
SETBACK SYSTEM TO P.,L BLDG WELL LAKCtSTREANI LFACHING Man,L-act.ue il rcl,
INFORMATION rvo v. _•r r. UNIT CHAMBER OR D,todel NumCer
o,, ZO 45 3$ IVA- o
DISTRIBUTION SYSTEM 66-a 4L 1 ,ZO 6a
it-.aCe . 1 Ire: Ca<. n ,ric-i(j / / / wflo@ Sxie x Hin e Spacirj / `,"p, AI `
r✓
LI,rJ;h. 3 lira S Ir n 1`' j'~ D a / s Spadn,y, V. 7-71
SOIL COVER x Pressure Systems Only xx MOUnd Or At-Grade Systems Only
F- ) ; Jeplh c4 x SeededSr,Jcee x?: Nup_..oa
iTrennhcenter / • T q , it nr I dges T<usail 1
J7 Nc Yes Nc
COMMENTS: ;Include code disc,epercies, persons present etc i Inspect on a1 $ a $ Inspectio•I »2 n
Location: 104S C FY RD D / /'~G;^s Poll [,JT'~~IJf
Li Alt BM Description = / 4-. O~
nn ~~o t,.~ I ^ J
L...a =o ae~
2.i Bldg sewer lenglh = 36 J
- amount of cover - / QI6! +ty~.~_ Gc a.ti y I
7 g `a r/~ Gam,
Plan revision Required Yes J~ No 9 ~
Use other sore fo1 additional ill on 1 - YJ U lJ
Date Ins!•UC1 Set-" CSn 40
Safety a,d &/dngs Omsa, stcrow
e /j= 01a 201 W WwAwKjton Ave-. P-O- Box 7162 Swa % 1Wrna Statbn Ito ec filtad m ba Co.)
~t v pU~ ~9 2 Madtson,W 53707-7162
-SL t Tra k,,u vw.irt
Permit Application • ` L
In ae..daAZ ~wlr~1'1 ~3:.' II' I, N n W. Ce k ad:mr un of In. turn nit r ar4w"Ir.yc ar.a al up 3131388 3131396
n ngwreil 4 dYanul~ a saatr, y nma k.r ~Ra~Ya., tUm> fm star o„ICd PlIN 1S n sulmoe1l b Pn i a"l , o JttTrtela rba ada a6bml
tk IhjvtmrA ..f ~.Ien rl RMr,v.pl Orate. RTS..aJ nturmam )nu Pa ide ~ br utral YIr ,at<.vrs
pwp sus n aimdara r_,+_tJ_t do L. , I i to l ant 1. krt _ _ _
L too la _ - PkZM Prat AY IdOFIMUW r 1045 Co.Rd. D
Na M1 ( \ame l - Ysatl : - -
~h klrx J 034-1015-30-000 t t 0 8
Ph,),cm (IwM s \lsl.n~ 1.}yrss - Rlttcn~ I.awawn m- J. I
7.
7821 Somerset Circle G~1 1 t.
C.a.Stae /rP(.--a1r Ph~or\uoiv i
SW Scatluat-7 Jf
Woodbury W 55125 ude
U29 1. R 19C U:eb
11. Tt pr of Balitl~ (cYcc\ d tint apphi 1 • -
(_]11v tamtl, IhailslsP--\tmberd Flellrn,.roC3,> titbr4aei.t \aur
l4Gd It►ni a - - -
H 1'diucl'umlotcd Iltxnbe l!x r I
C ca t.t
❑ Srae (/`good Ommw I iw e'SM Numb" C t dlarr LI
64 6 F, Iwnd
111. T.pc of heir. ((lcci o.lt rc but y Vc A. (-a Pkt i.c B aapplirabbr)
\ I--- -
~cm %1 Rgla..-cte;v >..+<Ir. I,er..vv II..L q Taei RR~.-®nv Odr i L rd.a Sl..iil-x..on n. Lo.e.ty .,.amt lrs{~1
S,
1
B. Pkmea Rnura:al U Permv Rn,...t ❑ l'bolPc f M but ❑ Ibma Transfer to Ne I a+r Rr..u Perna Nub. d DAc wood
I)ck.r r:ptta..+ (bancr -
t\". "1 rpe of t'ONTS 5tste~/Co~poatc~UDctirt: l(hck aB Hat aRph) _ ~ _
❑ S.TMPte~v.rre.t M e:.....t ❑ I+c..v..eJ In a=,,..I ❑ wt-coa.t ❑ M..ea> ,a ~ ..ra.ab+<n,ta ~ M.~d <'a m „r a„b+re ,.,.t
❑It.JdtnF l.tA ❑eld¢.I1~.Ta.~1 r..nF..~+ropkm) P4 sucui Dc v(aKpt.ml
\ D'ta er~aYfrea meat .\rca Idir>•alw: G
Deem t ke I eNl l arsr~ a..l . >dteo ,pJ A D pmd AA Rcqj4d (s) tlrq.tvi .a.u Prcp s11 S,acm 1 I., r..,
450 .6 2.0 225/1 2461754 101.40 j
1
\1 T-anti( We I. F c In Tu6i .'..,r AL.aQ►luai
r.uo c n m I: mIa PON Lok 525 -
4+ [ae6 tavaoF ]ab._--. z o s 9 d
'J. . l
c,por..ILAb" Tab 1000 ! 1C0000 1 Wieser X
Dnia(Laeat 600 - - X-
16-11. Raspoumbafih SIalc f- L th auad.t~a.d• u+.pr tad fw of th PONW-M ab"u r d. ustz b d plane
Romber-shale LPraoi j Pt~m - Su 1 SfP.Mf1tS Number ISmeao Pbo \Imber
KeitltKntPdtson 648443 651 4701737
Rtmly AAM3 (Street Ca.. Seat. Z. (...3e .
927 150th Street Roberts W. 54023
\ll hAlr rttaeot Iae (~h -
Pmna lcc S).,rc J I lsweag. S~anac
R Coodi4k4 <asaaa for IhsapProtal j> `~'+c+'nQ
1.'Baptr lark, esfk.int Ilkf' Prft )
„6+pz'' cull u-( :Ili be s Ie.S me It re( (Ofld~J J5 -
d// n~`MJ
as per rnar iye-P del by yiumbe::
2. Ab ar-k reeuw_•aP.ms mltst LU ina.nti it ed ~
«P« fpFlkx 111a aYi: ! :rAna,xv. 14 W.41a, J{a{rani 0n _G~AL 1 d `f all
- . alu.a t...~kr plea tr Nr..sts. aaa vMii t. rt c'.r. rt m pTrr r la tbm a 11 ~bn ~.w l
I t~ j J- erg: .
e, v1<-tJ
.)tI~ ~:ax (R_ n I n
L Pa4ve 4 of
~PP Sanitan- Site Plan
l,.
For: Duane Ruosch
Parcel in the \R 1 '4 - Sal 1+4
Sec. -'1'_9\-R13%1
mi n of Sprim,ficld - tit. C roiz C ounq
r ar
c"ptuv Scale ;Feet)
Vl lu J. - 4e p
Water Standing the surface
A BM = Bottom of Siding N.L. Shed Corner of the ground
i
f HRP=tiame
ASSUMED ELEV. = 100.00'
Hv% atfon Data
Rita' Ftn on :::Inusc i'iinE t>n-.r Shovel Pit indicating redox
features into the A-11orcon
t~
Note: Proposed Mound
Contour pulled of contour at a
<I% cross slope to provide a
greater well separation for
variance purposes.
300'
Mound Site small treys and P/L
CE of County Rd. 1) some brush.
Proposed 6 ,ft. x 41.6. Mound Dispersal Cell using 20 El'en GSF
A42 Modules wra System Dec. of 101.40' -
97.50'
F.V 1045 C'ounn 98.00,
Rd. D !vote: Reduced Well Setback to 99.00'
Dispersal Area of 32 ft.
approved bl the D.,N`R- ` j
111.75
7hree Bedroom
Home
Abandon Failing Sanitan DO F Top of wed' Baring =
118.50' I i
System per SPS 383.33 ^ 450 gpd
Existing Septic - BM~
/ A BM.
Shed
ff
Proposed 2"Sch. 40
Proposed 4 "Sch. 40PPCBldg. Sewer _i' Pl~CFM. 11x.lr
290' PI
Proposed Wieser Concrete 07,P7 00 016 0 0-MR Combination Tank wia Pohl-l.ok P1, 525 Filter
DIVISION OF INDUSTRY SERVICFS
1C54I N RANCH RU
HAY4WARD VJI 54843-6487
S Contact Through Relay
\ PS httpr+dsps.wi.yov.pregramwmcustry services
W.Vdv.Wisconsin gov
>V
• V, N'N Scott Walker. Governor
Laura Gutierrez, Secretary
Juh, 21, 2018
COST ID No. 224059 A77:N: POIYTSImpecxor
K1:11*11 L S'fO]I-.R /.0NIN6 OFFICI.
KEITH STO\'I R SOIL 1T'SJ IN(; SANI I ARY I)I VGN ST ( ROI\ COLN I'Y SPIA
,.-,220 WOODCRI:HK RI) 1101 CARMICHAEL RD
SIRF\ WI ia872-R72R IILDSON W1 54016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 07 2'!2020 Identification Numbers,
'Transaction ID No. 3131396-- -
SITE.: Site ID No. 8n 14N,
Duane Ruosch Please refer to buth identification numbers,
10-15 Clh 1) above, in all_currespondcncc with [he agency.
Town of Springfield
St Croix County CONDITIO
N\N I! , SW l!4, S7. 1-19N, R15W APPRD
POR: PR
Obicet "Type: POW" I'S Component Manual Rc,;ulatcd Object ID No.: 1786535 EPT OF SAFETY AND
Mainteno»ce required; Replacement system; -150 GPD Flow rate; System(s): Other. Lfllticnl Filter DIVISION OF INp
i
I he ubmittal dc,cribed abovo has been revs wcd fur conlbrm tnc~ with applicable W nconsin A minislrative Codes
and Wisconsin Ct tutcs. I he submittal ha.- been CONDII IONAf LY APPROVED. 1 his systen is to be constructed
and located in aca+rd:uur wnh the enclo,ul approved plmts and with any' component nlamlalis) r Iercnced above.
The owner. as defined in chapter 101.01(10). Wisconsin Statures, is responsible lbr complianec cN$h tdl code
iteltmemcnts. SEE R-
;Y copy of the approved plans, specilicutions and this letter shall he on-si[c' during construction ;md open to
hspection by authorized representative: of the Department, which niat include local inspectors. All permits
required by the state or the local municipality shall he obtained prior to conunencemmnr of
construction installation.opcralion.
In ;gaoling this approval the Division of Indcsn'v Services reserves the. right to require changes or additions should
co:lditions arise ma}.ing them necessary for elide compliance. As per slate stilts 101.1'(2), nothing in tllis review
shall relieve the designer of the responsibility for dzsi ,nine it s lc building, structure, of component.
Inquiries conccmimt this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter and the POW I S management plan to the owner and an}
others who are responsible for the installation, operalion or maintenance of the POWTS.
SircerelK fee Required $ 250.(1(1 - -
r~ This Amount Will Be Invoiced.
\ When You Receisr float Invoice.
Fdwin .A I aylor Please IIIChIde a Copy With Your
\N'rite"atc•r Specialist , Division of Industry Scrviccs Paymcnt Subminal.
(715)634 1-18-1 . Mon-fri, 8:00 a.m. -4:30 p.m. WiSMART code: 7633
cdwrn tay fora:%i ,•oy E~_
GSF VVI MOUND DESIGN PROGRAM
INDEX AND TITLE PAGE CF~~~~-L
0 6 i i tl
Project Name Duane Ruosch Replacement Mound System Ji„ t-
Owner's Name: Duane Ruosch STr,,,
Owner's Address 7821 Comerset Circle
Woodbury MN 55125
Property Address 1045 County Rd D
Legal Description Parcel in the NW114- SW1i4 Sec, 7 T20N-R15W
Township: Springfield
County. St. Croix
Subdivision Narne Na
Lot Number Na Block Number -N-a- vALLY
Parcel I.D. Number 034-1015-30-000 i ED S
E ~~JAL SEFtvIC
Plan Transaction No ,TRY SERVICES
Page 1 Index and title
Page 2 Data entry
Page 3 GSF mound drawings
Page 4 Lateral and dose tank
Page 5 Distribution media ~E
Page 6 System maintenance specifications
P~
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
Page 9 : Sanitary Site Plan
Attached Soil and Site Evaluation
and Table 3 Other Specifications w/ 2 Row Cross Section
\\0NJXt11;W Ili,,,
Uesi \
9ner _ Keith E Stoner o` ~\\`a CG~1$ Number: Designer 1575-007
Date. 7W2018 phone'Egumber
)ti * Kf::%'H E.
Signature
f1B r
Desir~ncd k;irsti~~nt.jrl'thc~~~
tF Mound Corn{Soi t fj ON t/16). and
SSWMP Publication 9.6 Design Pres :1111 n Networks for STSAS (01181)
GSF Mound Version 2 0 Page 1 of 9
GSF WI MOUND UESIGN PROGRAM
DATA ENTRY
Site Information
r Residential or Commercial Design ^3 Number of Bedrooms (optional)
450 Design Flow (gpd)
Site Slope (°G.)
98 90 Installation Contour I ine Elevation (ft) 7.0 00 Contour Length Available (ft)
6 _J Depth to Limiting Factor (in)
0 6 In-Situ Soil Application Rate (gpd/ft') EFF #2
Distribution Cell Information
A42 Unit Used
6 Cell Width (ft) 3. 4, 5, 6. 8, 9 or 10 41 = Dispersal Cell Length (ft)
2.0 Dispersal Cell Design Loading Rate (gpolfl2)
2 Influent Wastewater Quality Are the laterals the highest point
in the distribution
Pre_ssure_ Distribution Information network? Fnler Y or N
e Center. End or No Manifold (Pump to Gravity)
3 Lateral Spacing If N above, enter the elevation (ft)
2 Number of Laterals of the highest point.
0 188 Orifice Diameter (in) (e.g. 025)
225 )Estimated Orifice Spacing (ft) ft~lorifice
2 ;Forcemain Diameter (in)
138 (Forcemain Length (fl) Does the forcemain drain back? F y
W.5.- Inside Purnp Tank Elevation (fl)
3.25 System Head (ft) x 1.3 22.51 Forcemain Drainback (gal)
14.65 Vertical Lift (ft) 35 38 5x Void Volume (gal)
1 54 Friction Loss (ftj 5,' 89 Minimum Dose Volume (gal)
19.44 total Dynamic Head (ft) 22.28 System Demand (gpm) IN(-
Lateral Diameter Selection Manifold Diameter Selection GG
in diarn options choice in dia options choice
0 /5 1 25 x
1 00 1.50 x x
1 25 x _ 2.00
150 x x 300
2 00 x
3 00 x
Gallonsrlnch Calculator
Septic Tank Information Total Tank Capacity Igal)
1000 Septic Tank Capacity (gal) Total Working Liquid Depth (in)
~-Vvieser Concrete Manufacturer galiin
Dose Tank Information Effluent Filter Information
603.36 Dose I ank Capacity (gal) ! Pol -Lok Filter Manufacturer
16.76 Dose Tank Volume (gal!in) PL-525 Filler Model Number
-
Manufacturer
Pro:cct Duane Ruosch Rep,acemenl Mound System Page 2 of 9
GSF WI MOUND DESIGN PROGRAM
GSF MOUND DRAWINGS
Mound Plan View
1
J
1
A
W
i
I
1 i
~ K
Mound Component Dimensions
A 6.00 ft F 32 16 in H 1.00 ft K 12.52 ft
B 41 00 ft F 7 00 in 1 12 41 fl L 66.04 ft
D 30 00 In G 0 50 It J 9 86 ft W 28.27 ft
246 00 (ft) Dispersal Cell Area 7S4 61 (ft) Basal Area Available
10 98 (gpolft) Linear Loading Rate 4 10 (ft) 110 B Obs. Pipe Placement
Finished
Grade 102.98 (ft)
a
0 1G H 101.98 (ft)
o L -teral Invert
oop.
101.40 (ft) ► Di h r.;al CH
g Llevahon
Dispersal Cell D "P^
f~l
J[1
Elevation ❑ a Ire F
.1. l'1 L-,,...
4
()8.90 {ft) 0
COnIUUr
Llevalion 3- Site slope
Shading Key ! Typical Dispersal Cell
1 Iopsoil Cap o. Sec Page 5
Subsoil Cap o a 2 ft, Geotextile
3 ASTM C33 Sand 0+0 4 Fabric - 1
4 I filled layer > F
5 GSF Media LJ
v o 0.5 ft I 1
A
See details on page 4 for number, size and spacing of laterals
Laterals are located in the 4" gravity distribution pipes as shown on page 5
Project Duane Ruosch Replacement Mound System Page 3 of 9
GSr wl MOUND DESIGN PROGRAM
LATERAL AND DOSF TANK
End Comm, Lion I ateral Layout Dlagrarn
Place Appropriate i ateral D agram from Hight Swow
- I air i W iwtull valvte c r deano:4 plug
z 1st omlicelocated at Z ----X Orafice%pitim up except emery
5th ore panlS drnrnm hx
drainage b
Faroe 110 n Ixorwalon V:a tee of cross to manifod at any pool Lateral & form nvnln M P\A( Sljl a0
NI laterals identical %Vth omfice cqually spaoed Iper COMM Table 84 3053
Numbers of Latvrdl, 2.00 Orifice Diameter 0.19 in
I.; ral Diameter 1.50 in Orifice Spacing (X) 7.41 ft
I aural Length IP) 39.28 ft Orifices per Lateral 17-00
I ateral End (L) 0.12 C n, it ie Density 7.24 it'joriLre
I ateral Spacing (SI 3.00 it Manifold Length 3.00 ft
Lateral Flow Rate 11,1418Pm Manifold Diameter _-_-1.50 m
iyste:r How Rate 72.281gpm Furercla:n voloc ty 2.28 It,ar
i8.56 Pixie Off f-aq.F' 1:: n
Dose lank Information
L AWllf Kt:rb N''11 '.NT'"IIK;
nnfrw-imcT A[C _oU _ malt.: V:.[VL/t
an. Gn'm'6:'f14TdI t
hn nr
I; tr-mm~~tt I
1 I ~ TIIanAa: wLtl I:q;l m
FTak.nq~walt l>Gr¢.nly wrnW ~_I
•1
i
Fucemar 0:
in
2 in
I 2
I ~ Manufacturer
1 apatalV 603.36 Gallons A
VDlume 16./6 1 .u.a. •ri.::v
gal%inch t -rr drn-n n., s.
9
I
I)IlnenSinn Inches (;annns f
A 20.5459319 344349.4 a^
B 2 +.i ,2 f
1 .np: ,:.t dr~:nmlfi
C 3A5406813 57.89UL:C ~ l
D 10 161_(1 81.33335
Total 36 6"3.36 r
1 L'tavlaNaoc.a~cr IY,'.
h,ln a"bWSn7 tntls ls* 96
Alarm Manufacturer ISJL Rho_r_nim. - -
Alarm Model Number lank Alert 1
Pump Manufacturer 'Gould;
Pump Model Numuer I FP05
Pump Must Delivery 22.28~gpm at 194A ft TDN
fROleet Duana Ruosch Rep acemert klound System Page 4 of fl
GSF VJI MOUND DESIGN PROGRAM
DISTRIBUTION MEDIA
GSF Distribution Cell Media Layout
~Cell bVid;h Iftj ~ ~Sidewall to lateral (ft)
Distribution Cell Cross section Arrangements
Drag appropriate drawing to space below.
6 ft VVfde f A47 l42 a
Component Legend
ASI M C33 Sand/Mound Sand
A42 or B4:3 Module
Lateral
- Turn-up (contained in I urn-up Erclosure)
Distribution Cell Plan View I ayuut - I yplcal
G Cell ell Width h (ft) 41A0 Cell I rngth - B (fll
10 A42 Modules Required per Row
20 A42 total Modules Required
End Connection Later Layout Diagram
Drag appropriate drawing, from left to space below.
r R A41N
R FI NILE ,
CONNF! T pJ \ SY -r~•~,-.~_t i r t i,.
Project. Duane Ruosch Replacement Mound System Paqe 5 of 9
GSF VJ MOUNU CLSIGN PROGRAM
SYS I Ervt MAIN I ENANCt SPECIFICAT ION5
Mound System k1a,menance and Operation Specifications
tie'v r I r > doer's Nark Power' %dwlatloq Phone 715 246 5735
PO'NTS Rr t ~lator's Nan..- St. Crmx Cour ty Community Development (Phone /lto _3Ri i[ u
System I low and Load Pa-ameters
Des gn Fow Peak 450 gpd Maximum Influent Particle Size 1/g in
F n.iled How - Average 300 gpd Maximum BODS 30 rny~/I
Seot(. Tank Capac dy 1000 gal Maximum TSS 30 mg/L
Solt Absorption (~cripu"re-rt Site 744 (t' Maximum FOG 10 mg/L
Maximum Fecal Coliform 10E4 cfu/100 mL
Service Frequency
Septic and Pump Tank inspect and/o- service once every 3 years
Effluent Filter Should inspect and clean at least once every 3 years
Vurnp and Controls Test once every 3 years
Alarm should test monthly
Pressure System L, ler.,l, houle :re rlr.s'red and p•esmre tested every 1.5 years
Mound Inspect for ponc rig and seepage once every 3 years
Cth'-r
Misco.laneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to the standards, have a watertight cap, and are secured in a as
shown in the Ltjen mound compunert manual.
2, Dispersal cell media corforms to Ellen products approved for use with the Ellen Mound Component Manual approved
August 2016. Eljen mec;a is covered with the manulaclui ers geol exlile fabric.
3. All gravity and pressure piping materials conform the requirements in the state code.
4, Tillage 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 of erosion and help reduce frost
penetration
Lateral turn-tip Detail
6 B'•DIAMETER
I AWN SPRINKI FR
I lNIN 11 U GRAD(---
- r -
LATCRAI FNUSAI IA.SI 4' PERFORATED PIPE
~CLEANOUT PI U(3
ORIFICE VVHEVT VARIABLE 4" END _
I I- NG I H C! FANOO T RFGI NS CAP
LONG SVyCCP 00 OR
- ' PtX)e^. DFGRFF RENDS
AFAL DIAMLTLR
AS LATERAL
DISTRI13UTION LATERAL LATERAL CL ANOUT
Project Duane Rucsch Replacement Mound System Page 6 of 9
-sr WI MOUND DESIGN PROGRAM
MANAGEMENT AND CONTINGENCY PI AN
Prluund System Management Plan
General
This system shall be operatec n accordance w to SPS 82.84 Wis Adm. Code, and shall maintained in accordance
wag ifs' component manuals E.jen Mound Component manual August 2016 and SSWMP Publication 96 (O1t8l)] and
local or stale 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 could cause death.
Septic and pump tank abandonment shall be in accordance with SPS 83 33. Wis. Adm Code when the tanks are no
longer used as POW IS components
Septic, or nump tank manhole risers. access risers and covers should be inspected for water tightness and soundness
Access openings used for service and assessment shall be sealed waterlighl upon the completion of service Any
upening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-
i^ches in diameter shall be secured by an effective locking device to prever: accidental or unauthorized entry into a
lark cr component.
Septic 1 ank
The septic tank shall be maintained by an individual certified to service septic tanks under s 281 48, Stats. the
contents of the septic tank shall be disposed of Ir accordance with NR 113 Wes Aarr Code The operating condition
v' the septic tank and outlet filter shall be assessed at least once every 3 years by inspection
I f•e billet filter shall be. cleaned as necessary to ensure proper operation The filter cartridge should not be removed
.,n ess 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 filter shall be serviced if the alarm is activated continuously Intermittent filter
alarms may indicate surge flows or an Imponci continuous alarm.
1 rte septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds V3 the
licwd volume of the lank If the contents of the tank are not removed at fire time of a triennial assessment
maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than
niaxinrCm scum and sludge accumulation in the tank
The adoilion of biological or chemical additives to enhance septic tank performanaa s generally not required.
Howe>cr if such products are used they shall be approved for seplic tank use by the Department of Commerce
Pump Tank
The pump idcsng i lank shall be. inspected at least once every 3 years. All swifthr.g, alarms, and pumps shall b,
testec 1n verify prover rrl:erabbn. If an effluent filter is installed within the lark it sra I be nspected in,, serviceo as
Mound and Pressure Distribution System
Ne :revs or snruhs shoo d be planted o9 the mound Plantings may be mane aeund the nrburld s perimeter, and the
m:nurd shal be seecec and mulched as necessary to prevent erosior and tc rmiace some protection from Ups:
penetration. 1 raffic (nlhrr than for vegetative mantenanc.e; on Ihr. mound is not reromm•erded since- soil compaction
may hinder aeration of the infiltrative sarface within the mound and snow compaction in the winter will promote frost
peretration Cc.d weather installations {October-rebruaryl dictate that the mound be heavily mulched as protection
from freezing
I he pressure distribution system is provided with a flushing point at the end of each lateral. and it is recommended
that each lateral be flushed 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
anc f orifice cleaning s required to maintain equal distribution within the dispersal oell
Observation pipes within the dispersal cell shale be checked for effluent pondng Poncing level shall be reported to
the owner. and any levels above 6 inches considered as an impending hydrae is fai,we requiring addrt•oral more
frequent monitoring.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to
keep the system in proper operating condition.
If the dosing tank. pump, pump controls. alarm or related wiring becomes defective the defective component(s) snall
be immediately repaired or replaced with a component of the same or equal performance.
If the mound component fans to accept wastewater or begins to discharge wastewater to the ground surface, it wil be
repaired or replaced in its present location by increasing basal area if toe leakage occurs or by removing hiolog:cally
clogged absorption and dispersal media, and re-aled piping. and replacing sale components as deemed recessary to
bring the system into prcper oberat no condition
See Pdge 6 of Ih s plan for the. nemc and le eohOre munber of yo"r local POWTS reg.ilator and service provider.
Prober Duane Rr.usc" Replacerrert fAcund Sy's•cri Page 7 of
Page 8 of 9
ITT GOULDS PUMPS
Wastewater
PERFORMANCE RATINGS COMPONENTS
Gallons Per Head (ft. ofiwaate ) -Minute INo Description -
EPO4 EPOS 1 Impeller ~-1
5 53 2 Base
10 46 ~ 62 3 Purn Casco I
9 IA
15 _ 36 55 4 Mechanical kal
20 21 46 5 Ball Bednngsi-
25 C 33
I 6 0 FirOs
3D-_ itt 7 Power(oid
8 Oil Filled Motor ~ , j III
q Motor hoislny'
SWor Assembly lZ. 1
10 Motor Craver
METEFS II FEET
10~ -
B 30 --L+ IGPM',
8 ? J;q
25
0 2
i; 6 20
i
z 5
o 15
a 4
O EP05
3! To
2 I P04
5
1
0' 00 10 20 30 40 50 GPM
0 2 4 6 8 10 1) _-mlrh
CAPACITY
3
Page 9 of 1>
Sanitary Site Plan
For: Duane Ruoseh
Parcel in the NNV1/4-SNN'1/4
Sec 7'1'29N-RI5NN'
Toss n of Springfield - Sf. Cron Count)
C. cJ
Graphic Scale (feet)
I .
idh - 40 (L
Water Standing the surface
A BM - Booom u( Siding N.L. Shed ( orner of the ground.
} HRP = Stone
ASSUMED ELEV. - 14)0.01
Ulevation Data
Shovel Pit indicating redox
' li hV~? 13unom n(I low,c Siding \.f. C'nrner 99.3." '
features into the A-Horizon
Q~
:Vote: Proposed Mound
Contour pulled of contour at a
<I % cross slope to provide a
greater well separation for
variance purposes.
300'
Mound Site small trees and P/L
C11. of County Rd. D some brush.
Proposed 6 ft. x 41 ft. Mound Dispersal Cell using 20 E!'en GSF
A42 Modules w/a System Elev. of 101.40'
97.50'
FN41045 County 98.00
Rd D / Note: Reduced Well Setback to ` 99.00'
Dispersal Area of 32 ft.
j approved by the DNR. 98 _
f9g.7s
Three Bedroom
Home II
• WI-I I
Abandon Failing Sanitary DWF Top of Well Casing = I !I J~ I
System per SPS 383.33 450 gpd 98.50 I+
Ir
Existing Septic 112
BM ABM
Shed
L
~r Proposed 2"Sch. 40
Proposed 4" Sch. 40 PVC Bldg. Sewer PVC FM. 98.75'
290' P/L
Proposed Wieser Concrete W1.P10001600-MR Combination Tank w/a Poly-Lvk P1: 525 Filter
1
SEED AND t OAM TO PROTEG I FROM EROSION
MIN I2" OF _ GEOTEXTILE FAWC
CLFJQV FILL I-_
19..
12' lP' -<;IFVD SANU sPECIFIFD 71-,] -
ii• 17 24" 5 +
72. - -
7 RiiAS OF A42's WITH 5' OF SAND TO SIDES
Figure 3. A42 Dual Lateral In Ground Cross Section
Table 3
OTHER SPLCIFICATIONS
(continued)
Length of distribution pipe I ; Equal to length of distribution tell minus '2 feet
for components using
gravity flow distnbution
Distance between distribution 2 feet
pipe end orifice and end o`
distribution cell `or
components using gravity flow
distribution
Length o' GSF system row Multiple a of GSF units x 4 ft
Number of observation pipes > 2
per dislrbution cell
Location of observation pipes For flexibility in pipe location, see VII. C. S.
Design and installation o` 1. Have an open bottom
observation pipes 2. H:we a nominal pipe size of 4 inches
3. The lower 19 inches slotted
4. Slots are > 1/4" and e 1/2" in width and located
on opposite sides
S. Anchored in a manner that will prevent the pipe
`ram being pulled out
6. Extend from the infiltrative surface up to or above
finish grade
7. Terminate with a removable watertight cap, or
8. Terminate with a vent cap if > 12 inches above
finish grade
Lljen Corporation Page 8 of 33
State of Wisconsin
DEPARTMENT OF NATURAL RESOURCES Scott Walker. Governor - t
101 S. Webster Street 7 {
Box 7921 Daniel L. Meyer, Secretary C
Madison Wl 53707-7921 Teleirorle L08-266-2621
Toll F+ee 1-88B-936-1463 S.eN51N
TTY Access via relay - 111 DEVT Gr NATLa0.l FESDUflCES
June 0?, "W'S
Duane Ruosch
1821 Comerset Circle
Woodbury, YIN 55125
Subject: VARIANCE' APPROVAL for an esislifig well luealed at 1045 County Rd 1) Springfield "T'ow'nship,
in St. Croix COITNTY. NW SW See ; T'29N R I sW NVCWN YV 1?4
Dear Duane Ruosch:
I`hc Dcpa Intent of Natmal Re.sow'ces (DNR) has reviewed your request received by DNR on June 6, 2018 fix a
variance to the requirements of s. NR812.08 t4)(c.l 50 fool setback from POWTS dispersal cell, DNR has
determined that your variance meets the requirements of NR 812.4-A, Wis, Adnn. Code, and the variance is
approved, subject to the following:
CONDITIONS
The following construction or installation features lirr the well and water stlPPly Syslcut ,hall be complied with ;o
protccl human health and groundwater comparable to strict code compliance:
1. Water sample analysis results for (iuscrt analytes) shall be suhmilled with this variance application
(especially when no hisloric wader lcsl data exists).
A copy of this variance should be provided to any Potential buyer at least 10 days prior to the closing of
any sale of this property. All subsequent owners should also comply with this condition.
Please note that failure to comply with the conditions of this variance or any' other applicable requirements of
ch. NR 812 voids the variance approval.
Please note that groundwater tloxv, the smrountlinp land uses and the physical condition of your well will
change over time. I'hc changes c; n) ;dlixt the p,ruuudwxlc• quality ol'yow' wcll.'I o investigate tot- changes in
groundwater quality, the deparuncnt recommends at least annual sampling for bacteria and nitrate.
FINDINGS
Your request for a variance is granted beeausu your application demotstrates that strict compliance with Elie code
is not feasible. he reason that strict compliance with the code is not feasihlc is mound site is specific to area soils
are suitable for the mound system. Features thcd contribute to comparable protection include 200 feet of casing
and heavy peat soils.
File DNR has authority under Chs. 280 and 281. Stats. and s. NR 812.43. Wis. Adm. Code, to grant a variance
from ch. NR 812 requirements when strict compliance is not feasible. The DNR may also require additional
construction or installation features -o Protect drinking water and groundwater from contamination as a condition
eta variance.
dnr.wi.9ov
wiscons r.. 3ov iti`atm-ally WISCONSIN
Page 2
A department-approved variance does not guarantee acceptable water quality or quantity. 'this variance
application was eva(ualcd based on information provided to the department and is assumed to be accurate. The
department has not impccled :he well and water system that is the subject of this variance application. The well
has not hcen evaluated by the department for compharice with NR XI' requirements beyond what is addressed in
the valiance requcs'. Undisclosed noncomplying, fcaturc, will raid the variance.
NOTICE OF APPEAL RIGHTS
If you believe that you have a nigh; to challenge this dccisimi, you should know that the Wisoousin statutes and
administrative roles establish lime periods within which rcquccl, to review Department decisions must be filed.
Far judicial review of a decision pursuant to sections 227.52 and 21.7.5.3, Wis. Stats., you have 30 days after the
recision is mailed, or otherwise served by the department, to file your pctiti:ci with the appropriate circuit court
and serve the petition en Ih:: dcpartmer,t. Such a petition for judicial review must name Ihu )NR as the
respondent,
lo request a contested case hearing pursuant to section 22 7.42, is. Scats., you have 30 days after the decision is
mailed, or otherwise served by the dcpatlmcnl, to serve a petition tin hearing on the Secretary of the MR. All
requests forconlested case hearings must be made in accordance whit section NR2.05(5), Wis. Advt. Code, and
served on the Secretary in accordance with section NR 2.03. Wis. Adm. Code. "I'he filing of 'a request for a
contested case hearing does not oxtend Iho 30-day period tin filing a petition Ibrjudicial review.
If you have any questions, please feel free to call mo at 7 U--116-3 2 31 or entail me at
Jacob.sedivyq. wisconsin.gov
Sinccrcly,
Jacob Scdivv
Water Supply Specialist
State of Wisconsin Application for Variance
Department of Natural Resources
PO Box 7921. Madison WI 53707-7921 form sC0-21u rR U4,IB) Pay,. 9 of 3
i 1 it vi gcv
Notice: Information requested is required to' the Deoartinent is determine it a variance can be granted per ch NR 812 VJis Arlin Code
Fad,ne to provic a all requested information may result it, your application for a variance being denied. Personally identifiable information on this
form will be used for administration of the wager supply program, and will also be available to requesters under Wisconsin s Open Records law
Iss. 19 31-19 39. Wis. Stars I
Chapter NR 812, W,sconsm Administrative Ccad establishes undomt sialew :fe, sfar.:jwds far the construction and meinlenarce of vate,
supply systems Sectinr NR 1312 43(1 Acm. Code states in par.
'When strict cothprance m h the requiromen!s of "he-. ebap: r nu! !e.-,S,Wr. a 1M<4n7cn Play be !r:;qjcslcd
Well Owner InforTnatIon
Last Name V f;7 roll Far_ilcy Name (d any. Daytime Phone Ncrrcei
R(lo.ch Duane (0121 ;t) >?t4
Ma tir•g Street Address andtor PC) Box City Slate ZIP Code
"821 C i f lfClc Woodhurv N'IN 5512_5
I st complete names of all property owners as they appear on the property ntle
Name (Other Property Ow,cri Narre Other Property OwnerI
Duane Ruosch
Nar•ie (OViei Property Owner. Narre (Other Property Owner
Name and h se n..mh r vet Driller, We;I Contractor or Pump Ins!alle.r (if knownn,
PT vale or O Non-Cnmmunity System
I' Ik, I",unrh n-:nn1 AA ~ II I)rillin Inc ?l 7s
'Well Location Inforrination
Andress .%Ld . y `lsrcnt -an o;vne•j
Iit: (Couun
Ccmp cte legs description of p!ope•ty where wa:er zupcly is,+will be located as ;t is described in the property title.
GhVt lot#Y/4; i1/ Section lovrnsh,p Range ,.)E J(-)City :!;Town ;Village County
N\N I SW -f _y N I <~`,'JJ lot tiprinr,lirld St.l ix
Existing Well UPS (DD) _ Lot Number Proposed Well GPS (DD)
Existing Well Construction Information
It t^is variance request is for an existing well inclr.rfe the Inlo'. ing v:et construction informali;i^ if known 1-elude a ropy o` thc• e.cll
report if possible.
Wotl Type Casnq Depth 1 otal Well Depth
(!l Unlled 0 Driven Pant O 01hor 'NO it. 2-10ft.
Name of Owner Who Ong naily I lad \i D',Iled (it kn a:;ni Date J (:'^structed By Unique We I Number
1 VI?a
'Proposed Now Well Construction Infortnaltion
Iolal iiVe, ll Depth C: acing D'Ji ~Casrng Type Dri li°g hlethod
Code Requirement
what code requirement (NR 812V•Vis Adri Cc1e1 ire yp.,'cquest ri g thiV variancev
NR812.(18(1)(c) q IL selhack reyiirentenl helc•.een a stet: can! ;r P(M IS dispersal ssb:m.
tNhat is the requested sepnrelro° dis nce or ccnstrucaeh r c.;nemen: r~odi6caUOn~
Lcyucaled sepliralion dretanre < fU, to dre loe of a proposed mound dispersal cell.
Why is compliancrr vnth t^e code requirement not feasible'>
Compliance is not feasible as the p:vicel is only acre, in size anel tale ell was Placed ~0 if. east of the home upslopc
Soil condilions on the site are very limited in their abilily to accepl tvaler and ue need to use the highest landscape
position in order to icccivc appnrval 1roni the I)SPS for the installation of a mound dispersal scslem.
Application for Variance
Pgrtm 33(li: ?1n R04113i Na9(- 2of 3
• Sketch the properly anc the ecaticn of any p•o[; used ne:v veil cr exisang yells Innl;.de the scale of ;•'e dia.ving and direction
and cistance to any pule-t-31 contarnnatmn sour:es
• Attacn any extra sheets or other mformation which may oe usefui n describing your situation.
(North}
~l l
to r~ o s it y:r
I~ / I f r'~a f se/7ct 1 t Ti~~
ec~ (~rc~lc~lr~~ Etrike,c~
1 ~.~ass ! AIS leer,
LL r -j-S.S s
~-'ec rT~-lfc{1r(C 1
SITE DRAWING
Applicant Certification
• DNR regional personnel may inspect this piopeity to verify mfounaton provided and evaluate this application. You may be
contacted b; phone for an appointment, or if more in'ormation ,s needed.
• NO CONSTRUCTION SHALL BEGIN UNTIL I HE OWNER OR CONTRACTOR HAS RFCFIVED A WRITTEN VARIANCF
APPROVAL DOCUMENI
• Written notification will be provided of approval or denial within 65 th.,siness days of receipt of this application, as prov:dec by
s NR 812. Wis. Adm. Code.
I certify to the best of my knowledge the information provided in this application is true. complete and correct I understand trot
the information I provide will be used by the Department to determine if a valiance can be granted and what construction
specifications may be required to provide comparable protection I further understand tral in granting a variance, the Department
does not guarantee acceotahle. water quality or quantity
Signature of Owner or Owner's (lgent iJ j _ Datc Signed Imm> ddiyyyyi
o6rWk 20 18
MAIL THIS APPLICATION TO.
Page 3 of 3
Soil Test Site Plan
For: Duane Ruosch
I'arcel in the NNVU-f - SNN 1!4
L Sec. 129N-RIS-NN
Town of Sprin(_rfield - St. Crok Counh
ZZC 40
Greph* See (1
1 4
meh - 40 (t
ft
Water Standing the surface
A BM = Ito(tom of Siding N.H. Shed ( orner of the ground.
X HRP=Same
ASSUMED EI.F,V. - 100.00,
' Backhoe Pit
Shovel Pit indicating redox
features into the A-Horizon
Hesation Data ~T
R I 98.?71
135_` q7.'!1'
13" 99.5"
13 A 99.8;'
flbi 91.08
I3M11Y7_ Bottom of I Irnue Sidine ti.l'.. ('orncr 99.??'
Note: Proposed Mound
Contour pulled Qf contour at a
<1% crass slope to provide a 300'
greater well separation for
CIL of County Rd. D variance purposes. P/L
Mound Site small trees and
some brush.
97.50'
F-Ntl 1045 County 98.00' 94 till
Rd. D I/I 1 , c
98.75
/ 'T'hree Bedroom 3%-
I
Home
• WFI 1
DWh Top of Well Coring =
450gpd 98.50'
Existin Se tic #2 Staked Area
g P F5) A BM Perimeter of Proposed A BM
Mound Site
_ Shed _
1 v Proposed Combination Tank _ 98'75'
P/L Location Elev. - 95.28'
290'
Mav 9th, 2018
Keith E. Stoner CST# 224059
Commercial Testing Laboratory, Inc.
Pose Pep0[c a¢,, •1764t Faje( t
?eiwe ?'iLfb':lC i we!. Oc'tl:!n?.Inc. aamiG C:er'bet: - -
NC 99 Sface rf1 P=~rt va-C:
]urectl y? ~~'JCcy Ore =reivcd: [n'
6vyt5 :aar. Fa
AddGeas: J7+ 9d i
:
wt 13= wRd x:
cci L000:: :x' IDe-xe
DaCG :acpiGd: lei V':T
rrr1C S:.cre. Sanyo- :aecac
:dti iJM~•fLCJ'
..f:er:rCt RG!S^^.: BaGLPr20iOC_:ca. Slnr'E
,.i:ove I^ C1Ta :yi:rete.-:: eres6c tre :ecomxarded
.::GY.:r MC:Gi 5~at'.:b~u.
oaf` ~2MLi0-aca Fr. age
x's+'__5.. unccC 9D..` _:~Gl yrorov04 Dy:
DIVISION OF INDUSTRY SCRVICES
10541 N RANCH RD
D 1 iAYV4ARD WI 54843.6462
S' Contact Thrcugh Relay
P S httpi: ispswi gcwprogmnrshndus*-scvices
awnv: vasccrsin.gov
ra..
$COIC Walker, Governor
Laura Gutierrez, Secretary
.lul)° 20 18
COST ID No. ^'x059 ATTN. POW IN Inspectrn*
KI.1111 L STONER ZONING OFFRT
KLI111 S I ONFR SOIL I LS IING SANII ARY DL'SIGN ST CROIX COUNT Y SPI.A
2;220 W00DCRLEK RD 110 1 CARMICHAH, RD
SIREN WI 5.18?2-8X28 HUDSON N'I 54016-7'08
CONDITIONAL. APPROVAL
PLAN APPROVAL EXPIRES: V12':2020 _ Identification Nwnb_ers
TransactionID No. 3131388
SITE: Site ID No. 851455
])nine Ruosch Plca,c re to to both idemification numbers.
1045 ('ill D above, in all con'cSPondenc, with the agency.
Town of Springfield
St Croix CUIIIIIV
NN` .1.SWlS7,T29N,RISK'
FOR:
Object Type: Soil Saturation Determination Regulated Object II) Nor: 1786'31
the submitlal described above has been reviewed for conformance with applicable Wisconsin Administrative C'odcs
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED.
ht erautin- this approval the Division of Indudlry Services reserves the ii-lit to require changes or additions should
conditions arise making them neees.ary for code compliance. As per state slab 101.12(2). nothing in this review
shall relieve the designer of the responsibility lilt designing a safe building. structure, or component.
The lollowing conditions shall be mct: Co
• Approval is hereby "ranted to use a limiting depth to zone of sa(mation of lo inches, as determined in ~ c DEPT' OF SAFE7Y
Interpretive Determination Report bN Keith Stoner', CS'I', dated 07-04-2018. I'he UST's report was s nutted in DIVISIQ
accordance asnh section SPS i85.60L'), Avis. Adm. Code All soil absorption components shall be it N
accordance avilh chapter SPS 383, Wis. Adm. Code.
• Soil conditions at this site require a linear loading rate not to exceed 12.0 ;:aUlin.fi.r'day and a basal lading rate
not to exceed 0.6 gd.isgAt.%day. .
• soil permeability could he impaired by compaction in the tested area: therefore, the proposed system area must
be. protected from compaction prior to system installation; it is very important that site preparation and plowing 47E C
be perlbrmed when the soil is sufficiently dry.
• This approval is limited to the tested area described by Keith Stoner. CSI', a, par! of -this rclcrcnccd Inlcrnretive
Report. This report mi,% not he applied many other portion or the subject parcel or !o ol`.cr parcel,
Reminders
The decision on the hmerpretivc Determination Report does not have an expiration date.
• The submittal described above has been reviewed for conformance with applicable W'iscomsin A lministrativc
Codes and W isconsin Statules. The submittal has been CONDITIONALLY APPROVAD. the owner, as
defined in chapter 101.01(10), 11+iseonsin Statutes. is responsible for compliance with all code requirements.
• In lrmaing this approval, file Division of Industn Services rc nerve, fhe rwhl to require chan;,cs or additions
should con Ji:ions arise umkinp them neccs,ary fur code compliance.
FP.:: i I ~ 1, 1VI`R I'a~-i. _~401R
Inquiries conccrnin, this correspondence may be made tome at the telephone number listed below, or at the addre,s
on this letterhead.
the above Ieli addressee shall provide a copy of this letter and the I'M%' I S management plan to the owner and any
others who are responsible fin the installation, operation or maintenance of the POWTS.
Sincerely.. Fee Required $ 210.00
This Amount Will Be Invoiced.
When You Receive That Invoice.
Gdwin t Taylor Please hlclude a Copy With Your
14;;Slewatcr Specialist, Division of Industry Services Payment Suhmittal.
? 15)63-0-3 :Sa . Mon-fri. 5:00 a.m. - -1:30 p.m. WiSR7ART code: 7633
cdwin_G:vlori;)wi.eoo
Index Page for the Interpretive Determination/ Individual Site Design
Report
~ct;.E1VE.D
0 6 NII
Uwnet'S Name Ihrmc ILuosch y SER~IC~S
Address 7821 COmerset Circle
Woodbury NIN 55125
Site Address 1045 Comm Rd. 1)
Parcel 11),,i 034-1015-30-000
Lq-,al Description NNVIi4-SWI~'4Sec. 7129N-RI5W
I o::nship and CODUt1' Springfield 'I asp. in St. Croix County
Pace I Introduction. Local l ly(frology and Local Oconuxphology.
Page Landscape POSition and Soil Disttu•bances
Parc + Previously iAppraced Sites and Site Analysis
I'a, e 4 Anal) SiS Of SitC COnlinucd w Conclusion
I'nu 5 ConClusion Of Site rCCommendationS
Attachment ? I Soil and Site Evaluation Report 1 PITTOXQLY
aPPRQVED
Attachment i? COpieS Ot'SOil SurcCV Manuals and Soil ScriC lBeP~t'
?9~T0^.~AL S~RVICti
F INDUSTRY SF-RViC[S
EJ .
DENCE
(-'SI Keith F. Sroner CS1'M `'s.,4%60N`~
Address ?3??0 Wood Crcc Rd. "n
= STONER
l / D 7575
Siunaturc > - at 7-4-19
"Nis
Interpretive Determination Report/ Individual Site Design
INTRODUCTION
I Iic lidlowing is an interpretive delernrination report completed kx Duane Ruox II "f he Ruosch
property is? acres I sits and located in the N\V'14 ol'Ihc S\V` Sec. 7 'f ?9N R15W in the
Imxnshipof'Sprintficld in St. Croix County.
\1v goal is to conclusively demonstrate that the ;oil conditions at this location are suitable for the
Placcn.eni of a 450 gallon per daN mound sanitary system that will not contaminate the ground
water supply and \aill treat and disperse the wastewater produced from this existing three
bedroom residence.
LOCAL HYDROLOGY
late Towmhip of springf ield border; Dunn County is located in the cast central portion ofSt.
Croix Countv and is located in the Lau Galls River \\atershed. Surface water front the mound
site Ik,ws west- northwest across the site down to a wetland area where a culvert directs the Ilow
under County Rd. D into the Iau galle River. fhe river meanders southerly picking up addilional
Iceder creeks as it goes. 1 he primary source of water available to this site will he from
precipitation (with a meats annual precipitation of about .10 inches' and the subsequent runoff
received from heavy rains or melting snow. The water table onsite would be considered perched
primarily title to a dense sand.N loans and silt loam glacial till within the profile exhibiting a
massive structure at a depth o1`4 inches or grcatcr.
LOCAL. GI?ONIORPHOLOGY
( ieomorphology by definition is the science that studies the evolution of the Larth"s surface and
the systematic examination of landforms and their interpretation as records of geologic history.
I he soils of St. Croix Countv have a diversity of parent materials. Parent material is the original
dcposit of mineral or organic material before it is altered into soil. As a result of the repeated
glaciations in [lie region the nature 01'111C parent material largely determines the physical and
chemical properties of the soils. Soil. that limned in parent material composed mainly of sand
and gravel have very high saturated hydraulic conductivity (permcabilitV) and eery low fertility.
In general. permeability decreases and Icrtility increases as the content of silt and clay increases
in the soil. Glaciers advanced and retreated over the surface of St. Croix Countv several times
during the Laic A\ isconsin glacial period which occurred hehveen .'.6.000 and 9.500 wars ago.
bash glacial advance left a mineral dcposit. which today forms a complex mosaic of parent
materials. Post-glacial deposits ako occur% including windblown material, alluvial deposits. and
organic accumulations."
All aclively moving glacier can erode the previously existing glacial deposits to a depth of N
Icct or more. fhe eroded material combined with eroded bedrock is known collectively as drift.
The drift is transported by moving ice and eventually deposited in various ways. The nature of
the transported material and the mode ofdeposition determine the characteristics ofthe parent
material. Alatcrial deposited at the ice margins is called till: landlorms composed of till are called
moraines. Till is a poorly sorted mi\turc of sand. silt. and clay particles as well as gr v cl.
cobble.;. ,tones. and houIdet:s. I here our tsco main types of moraines- terminal and around.
I crminal moraines tixmcd at the leadin afpc ota -0acial 11chamce. and ground montincs lormed hcnrnh
the moving ice. File material deposited beneath the ice was compacted and is called dense till.
I runtlins, another type of ulacial landfbrm also occur in St. Croix County. Drumlins are
tvpirdly long, lose ridges molded by it moving glacier. In some places the till seas covered by
windhlowi. silts sediments called loess.'
II seas under these conditions that the soil mapping unit Preeon Series was created. The Freeon
series consists of moderalely well drained soils which are deep to a densic contact. These soils
firmed in loess or silty lacustrine deposits and in the underlying dense sandy loam till mostly on
ground moraines, end moraines and disinlegration moraines. Per meabihix is moderate in the silty
mantle, moderatelN sloww or slow in the lower part of the solunt and eery slow in the substratum.
Slopes range front 2 to 6 percent within Foli Mapping l nit.'
This soil series belongs within the lfisol order ofthe 12 main orders of soil taxonomy and the
Great Group of Glossudalfs. The taxonomic class fir this soil is a coarse- loarny. mixed.
superactivc, IrWid Ux\ayuic Glossudalf. ` File Glossudalfgrem group has a diagnostic horizon
known as a glossic horizon defined as an P. horiion that 111ou-udes in a lOngac like manner into a
usually degrading Bt or Blx horizon." phis soil has a seasonal high, perched water table due to
the dense sandy loam till substratum.
LANDSCAPE POSITION / LOCAL TOPOGRAPHY
Ire site is located on a slope shoulder with a slope gradient of 34'o and x westerly aspccl. 'There
is approximatcly° 70 feet ofconlour on which the proposed mound cell will lie located. I lie land
wtlace shape contipuration of the site shows a shape parallel to the contours as convex and the
land .urfacc shape perpendicular to the contour, is conycx to linear. 'I he tested area is located on
it brushy slope and upslope of the existing residence. I our horings were documented around the
perineler of the proposed dispersal area. I hey revealed a silt loam textured A horizon with a
medium moderate sub-an,ular blocky strttclure. The I horizon was a similar well stntctured silt
loam. The testing occurred on the 5d,"of May and as sve had a late spring the soil moisture was at
it spring time high. We encountered water seeping into the pit walls at depths ranging from Id
inches to 24 inches near the proposed site. Boring i on the upslope side appeared to have an
A 14° profile however due to the propcrh line we could not advance upslope. The rest of the
horings down slope showed rcdoximorphic feaanrs at 9-9 inches. The soils deteriorated quickly
as svc moved notlh and northwest of the proposed site as file rcdox fcntures were rrtdily visible
in the A-horizon until the surface of the 21owtd hccamc pondcd.
SOIL. INSTURBANCE
Initial lislurbance to this site would husc hccn the rennnal of timber from tale property which
occurred from 1940 to the early 1900's. Once the timber was removed. much ofthis area was
cleared tntd used lur agricultural purposes. Fhis particular site may have been pastured but due to
wct soils in trite spring was not tilled. AS the population grew in the area this small two acre
parcel was let go front the larger parcel fur a building site for a residence approx. 35 wars ago.
At the time of construction a well was constructed on the property and for access purposes or tier
reasons unknown the well was placed on the slope ahose the Structure as well. I have submitted
the rcquircd well construction documentation and other pertinent data to the D NR and have
received a variance to the ~,O ft. setback requircnxnt and hecc skxmcd approval for a ledticcd
setback of i2 ft. the \ zinance documenuiti m will be attached.
PREVIOUSLY APPROVED IN E.RPRET'IVE SOIL SATURATION
DETERMINATIONS
Since the code change ol*July 1".21100 1 have completed nutny interpretive determination reports
based on soil analysis and the process outlined in SPS.185.60 with reviews completed by past
and present %t astcvaatcr specialists. I have completed interpretive determinations in scccral soil
series including the hrceon Soil Series that vve are discussing presently and the geographically
asociated soils of the Santiago and %laenor Series. The well drained Santiago and somewhat
poorly drained Magnor soils arc in a drainage sequence with I recon soils. The Santiago is
located higher in the landscape and h1angor is slightly loser or Icss sloping, landscape position."'
AH of these soil series have shown the ability to support properly functioning mound sanilary
systems based on the typical 30 inches of sand 1111 while using Iower lineal loading rates and
placement on a water shedding landscape position.
ANALYSIS OF 'I Hi; SITE
To determine the depth of seasonal saturation for an interpretive mound site we typically look
very closet at the follo\~ ing characteristics:
Soils(
fcxuirc. Slnuturc and C'onsislcncel
Landscape Position
Vegetation 'I ype
I he soil lexture tar this site consists of 'a moderately permeable A horizon kith a moderate.
medium sub-angular blocky structured sill loam 5 to 9 inches in depth. As we investigated the
soils onsite. the slope percentage decreased as we worked north and west along the contour. The.
soils ofthe A-horizon in this area were a loose mineral soil with well dchned soil pods and
appeared that they would accept moi,lure readily. No redoximorphic futures were visible in the
iA horizons oi'soil pits I thru 4 but hecame readily yisihle in my shovel pit I excavated down
slope of the proposed site to the north. I'he glossic horizon ranged from 10 to 13 inches but teas
not apparent in all the borings. The depth of dettsic contact varied and was documented al ils
highest point of 24 inches at boring K4;.
Por this site I dug a shallow shovel pit as it comparative soil boring down slope within the
existing, vcgctalcd strip and icund the silt loam topsoil structure consistent with a moderate
nmdiuot structure to a depth of 9 inches. an increased organic matter content and ohvions
redoxiuwrphic features to the grounds surface and saturated soil conditions at 4 inches.
Landscape position is very important to a sites ability to deal %tith the lorms ol'precipitation and
associated surface water flow. Phis site is situated on a ? "b shoulder slope position consisting of
a brushy area that allows surface water' to run across and down slope.
t fpslopc of the mound there is appro.xinuach 8000 sq. It. of solace area that would drain itmard
the mound site from an agriculuu-al field. After that the slope runs northwest to a wetland area.
I he type of vcgetalion onsile is another indicator ofsoil wetness. This site has grasses typical of
a lawn in the mowed areas and near the mound site we have Rush 11011C%-Suckles and some small
Quaking aspens, Rol Elder and a small grove of scotch pine trees with White Pine interspersed.
Root depth was moderate with the highest density in the first -24 inches with a gradual reduction
in number and sire with depth. this density typically indicates an unsaturated soil condition
with an available oxygen supply in the profile to sustain mcsophvtic plant growth throughout the
I-
I season.
I bclicvc we have beneficial site indiratocv that ~v ill justilj the use of this site for a three
bedroom sanitary system consisting of domestic wastewater. 'I hey are as lollows:
n A moderately well drained A horizon with a moderate medium sub-angular blocky
structure, which will assist in integrating wastewater into the natural soil.
Ni A watcr shedding landscape position assisted by a slope ofY)t .
P Vcsophyte vrgctation onsitc consisting of plant and Iree species that require neither to
wet or to dry soil conditions in order to prosper.
Rascd on these soil and site characteristics 1 bclicvc a predicted depth to seasonal saturation of S
aches isjustilied however we will complete our designed based on 6 inches for an additional
safcty' r clor.
Conclusion and Site Recommendations
In conclusion, and as stated prcviously. a predicted depth ofscasonal saturation of 6 inches can
be applied to this site with confidence alter a detailed soil and site review ofthis property. The
purpose of This in depth review is to site a three bedroom sanitary system. In designing a
satrtitary system lix this site we had to make some compromises from our typical site
reconnucndations, duc to the lack of area available and well setback constraints Itir the amount
ot.wastewater we are lrviug to pros°ide treatment and dispersal fix. We are proposing the use of
the Eljen GSI' (Gcotc'efde Sand filter) that has received I ier ± downsizing and vertical
separation credit. In that it will provide efllucnt qualities o1* hclow llmgl1 01 '14)1)5 and'ISS. I
will recommend the tollowing design parameters:
✓ I Ijen"s Gcotcxtile Sand filler Modules.
✓ .60 gal. +ff. sq. halal loading rale
✓ 0 inches oi'AS 'IN'1 (.i sand fill Proposed upslopc nxnuul contour of 98.90
✓ System IJccation of 101.50'
✓ C'luisel plow mound surface to a depth of'8 inches.
Site preparation should include typical vcocuuion removaI atom, with chief plowing to re-orient
;mr platy structure and incorporate sand into the substratum.
I3c loIIo%vi1w the condiIioils seI I0Ith, I heIiCyc Ibis ~ystcm dcsi211 4eiII adcLlutrick ticat and
dispef:sc the s\aslcwaler generated from Ibis proposed three bedroom residence. I also hclic\'c
that the sanitary system will comply wish the purpose oI' SPS +81.01 bcin, that the sanitary
system will he sali• and will protect public health and the waters of the state.
I ISD:A Official Series Description I lecon Series Fstablkhed Series 1919 updated in 1992
tit. Croix C.ounly Soil Survc) I nifed Slates Dept_ ol'A riculturc 19"''S
G. Croix County Soil Survey United Stales Depl. of Auriculfnre 1979
I iSDA Oflicial Series Description Frecon Series I gablished Series 1419 updated in 1992
I.sDA Ollicial Series Dcscriplion Freeon Series LsUilished Series 1949 updated in 1992
soils* Genesis and licomorphol.oeo Randall .l. Schavi and shaven Anderson 1005
I ;W O!lioal Series Description Freron series I slablishcd Series 1949 upd.ned in 190
Wisconsin Degertmenl of Safety and Professional Services
Division of Industry SentSS Y3308
r801L EVALUATION REPORT
Page ] of 3
In accordance with SPS 385, Wis. Adm. Cafe Keith Stoner CST
County
Attach complate site plan on paper not less than 8% x 11 Inches in size. Plan must St. Croix
Include, but not limited to: vertical and horizontal reference point (BM), diroclion and parcel LU.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. _034-101.5-34000_
Please print all infonnadon. Reviewed By Date
Personal nroonaaon you u ide may re used ra mca dary purpnses (Prnacy Law, s. 15 04 (1) (m)).
Property Owner Property Location t ux~i ~1
Duarte Ruosch Govt. Lot NW1/4, SW114, S7, T29N, R15W
- - -
Property Owner's Melling Address Lot # Block # I Subd. Name or C
7821ComersetCir I
City - Stale Lip Code Phone Number CRY I I Village) Towc Nearest Roe
Woodbury M N 1 55125 ~ -h j' ~~l1G Springfield 1045County RdD
I New Construction Use Residentlel I Number of bedrooms 3 Code dented design flow rate 450 GPD
I' ~ -
J; I Replacement I Public or commercial - Describe:
Parent material Silty Sediment over Sandy Loam Till _ Flood plain elevation, if aopliceble NA II.
General comments Propose a 5 x 65' mound dispersal cell composed of Ellen GSF Media located along the 99 W eorltour with a system elevation =
and reoommendations: ,01.57. Well setback variance required as well as an Interpretive Determicahon
Boring # Boring-
i•,1 Pd Ground surface elev. 98.37 h. Depth to limiting factor _ 0 in iSoll Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots _ _ GPDfW _
In. Munsell Qu. Sz. Coon. Color Gr. Sz. Sh I 1- '6101 -E1112
1 i 0.9 10YR3/2 sit 2msbk rnvfr I cs 3f-co 0.6 0.8
3 5 5 10YR4/3 f2d5YR5/8 sit 2msbk mvfr gs 3f co - 0.6 0.8
i 10YR5/4 r2d5YR5/8 sit Jmshk mvfr gs 2f-co 0.8
-q 22-2ft 2.5YR4/4 m3p5YR5/8
7.SVR6!2I 2msbk ` mfr I 2f-c0 0.4 0.6
1 - -
H2O seeplnq Into pit at 22" 'Krotovlna (worm holes) In horimis
❑Boring0 Boring
Pd Ground surfacs elev. 97.11 C. Depth to limiting factor 1.3 In 'Soil Application Rate'
Horizon Depth Dominant Color Redox Oesaiption Texture Structure Consisten Boundary Roots GPDRP_
in. Munsell Qu. Sz. Cont- Color GL Sz. Sh. 'E1a1 •Efw 777 1 I 0, 8 10YR312 sit 2msbk i mvfr cs 3f-m 0.6 0.8
2 __8-13 10YR5/4 - sill ! 2msbk mvfr gs 3f-co 0.6 0.8
6 0.8
3 13 18 10YR4/4 c2d5YR5/8 sill 2msbk mvfr 2f-co -0-.6-
I - -
H2O seeping s11n pit. al 19' •Krotovna (worm doles) in horn aes
' FHIue d #1 = 000 6> 30 < 220 mgeL and TSS >30 < 150 mg& ' Effluent 02 = BCD, <.30 mglL and T SS 1~-30 mg&
CST Name (Ptease Pnnt) Signature. / - CST Number
Keith Stoner 224059
Kt ~ -
Address Keith Stoner CS1- to Fvaluatlon Conducted Talsohone Number
23220 Wood Creek Rd Siren, Wt 54872 51912018 715-556-0900
- SW?a11a (s inns)
Property Owner Duane Ruoscfi---- Parcel ID # 034-1015_30.000 Page -2 of 3
3 ] Boring # Boring
- Lion
Depth tollmkingfactor 13 in.
99.53 it
Pd Ground surface eMv. _ Soil Application Rate
Horizon Daplh Dominant Color Redox Description Texture Structure Consistence' Boundary' Roots GPDN_P
In. Munsell Ou. Sz. (:onl. Color Gr. Sz. Sh. I •=lwt •Eaa2
1 0-9 10YR3/2 sit 2msbk mvfr n 3f-co 0.6 0.8
2. 9-13 I 10YR5/4 I sll I 2msbk mvfr gs 3f-co 0.6 0.8
3 13-22 IOYR4/4 J c2d5YR5/8 I std I 2msbk mfr gs 2f-0o 0.4 0_6
4 22 24 10YR4/6 f2d5YR5/8 Is Osg ml 2f-m 0.7 1.6
1 r
- - H2O seeping Into pit at 24"
Boring
4 Boring # L.,.) Pit Ground surface elev.. 99.83--_. n. Depth to limiting factor 0_ -in. Soit Application Rale
Horizon Depth Dominant Color Redox Descrrp6on Texture Structure Consistence Boundary Roots _GPD/(N
in Munsall Ou. Sz. Cont. Color Gr Sz. Sh BIIat ERa2 LI_ 1 0-8 1.OYR3/2 sit 2msbk mvfr cs 3f-col 0.6 0.8
2 8-12 IDYR413 Vd5YR5/8 sit { 2msbk mvfr 9s 3f-co 06 0.8
- - -
3 12 -19 IOYR4/4 c7d5YR5/8 sll j 7rrrsbk mvfr gs If co 0.6 1 0.8
_ I -
4 mvfr - 2f-m 0 6 0.8
19-27 ' 30YR4/4 m3p5VR5/8 sll I 2mshk
- it
Boring
5 Boring # Pit Ground surface erev. 94.08 fl. Depth to limiting factor p in. Sal Applcation Rate
Horizon Depth I Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPDM?
in. Munsell QU Sz. Cont. lolor Gr. Sz. Sh- •E}la1 •EIAY2
1 03 10YR3/2 I sil 2mshk mvf- cs 3f-co 0.6 0.8
2 5-13 IOYR5/4 c2d5YR5/8 sil I 2msbk mvfr 9s 3f-co 0 h 0.8
13-24 10YR4/4 m2d5YR5/8 std 2msbk mfr qs 2f-co 0.4 0.6
3 4 4 m2tl5VR5/8 S, in ~ mfr -L - ~ 2f-m ~ 0.2.
4 24-41 l 2.5YR / 7.5YR612 4 0.6
j
- - H2O seepdng into pit at 27"
l ,
' Eflkrara #1 = 1400 30 < 220 mg/L and TSS >30<150 mga. ' Eflkrenl 02 = BOD5 < 30 mgn and TSS < 30 m9IL
Property Owner Duane Ruosdt 0341015.30.000--- Page_ 2-of _3_
Boring -
3 ]Boring # PI! Ground surface elev. - 9953 11 Depth to limiting factor 13 in. Soil Application Rate
Honzon Depm Dominant Color Redox Deacrlpl on Texture Structure Consisten( Boundary Roots GPDR_I'
In. Munsell i I Qu. Sz. Con1. Color Gr. Sz. Sh. •E1fi1 'E"2
1 0-9 10YR3/2 sil 2rnsbk mvrr rs 13f-co 0.6 0.8
/ I - I mvf gs 3f-co 0.6 0.8
2 i 9-13 10YR5/4 sill ~ 2msbk ~ 2f-co 0.4 0.6
3 13-22 IOYR4/4 c2d5YRr~ 8 Ad 2msbk mfr - - I _ gss- -
4 22-24 10YR4/6 t2d5YR5/8 Is i Osg ml 2f-m 0J 1.6
- - - -
I
H2O seeping into pit at 2-4"
F4 Boring # Bonng
Pit Ground surfeca elev.._ _ 99.83 H . Depth to limiting factor 0 in. Sal Application Rate
Horizon Deom Dominant Color Redox Description Texture Structure iConsistenos Boundary Roots GPDRP
in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh. •Ef of 'Elf#2
1 I 0-8 10YR3/2 A 2msbk mvfr cs 3f-co 0.6 0.8
2 B-12 10YR4/3 Vd5YR5/8 sA 2msbk mvfr 9s 3f-co 0.6 0.8
3 12-19 I IQYR414 c7d5YR5/8 sll 7rrtsbk 1 mvfr 3 gs 2f-co ( 0.6 0.8
4 19-27I 10YR4/4 m3p5YR5/8 sit 2mshk I mvfr 2f-m 0.6 0.8
i
Wring
5 Boring # Pit Ground surface elev. 94.06 _ 11. Depth to limiting factor 0 in. Soil Application Rate
Horizon Depth Dominant Color Reoox Description Texture Structure Consistence Boundary Roots GPDW -
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E!M1 'Ef#r2
l 0-5 IOYR3/2 sit 2msbk mvfr cs 3f-co 0.6 0.8
5-13 10YR5/4 c2dSYRS/8 sil ! 2msbk mvfr gs 3f-co 0.6 0.8
13-24I 10YR4/4 m2d5YR5/8 I std 2msbk mfr gs 2f-co 0.4 I 0.6
m2d5YR5/e
4 24-41. 2.5YR4/4 i 7.5YR6/2 sl m mfr 2f-m 0.2 0.6
H20 seeping into pit at 27"
• Muslim 111 = BOD5> 30 < 220 mgA. and TSS >30 < 150 mgrL ' EMuent 42 = BODs < 30 m9IL and TSS s;30 mgA_