HomeMy WebLinkAbout002-1079-70-050
Nn.c•-:nsi:- rep.aeme•+I O1 Conmm•cc PRIVATE SEWAGE SYSTEM .,,mnty St. Croix
Shccly znc Bu IJ•1y Dh:ision
INSPECTION REPORT Sanitary Pernn:NC 605088
GENERAL INFORMATION (.ATTACH TO PERtJ IT) Sta•e P']v ID Ni,
Vriyu-..' IC--au".y-up-,%Ide ma/ art "terl'c•5.2or7:3 r,:u'n va:-y La:: >'SC :13071600
Pc'mi' Ilolrers Va"'~ I,,t; V:Ilage Towr<^:ip Pall,
cel Ia:.: No
Calvin & Mary Miller TOWN OF BALDWIN 002-1079-70-050
CST IBM Flea I InSp BM Llev 8!.1 Desnripl m Se, ic•~+T,.,, nt1~=^•1_p Nr
/DO 1 GST 32.29.16.468B
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER /J 1 j CAPACITY STATION BS HI FS ELEV
Sep: c Berchmark
I 116- `f' 3. l05 /03•b ~GYS
D"nt,: Alt BM
Y ~O Sz.S Bldg. Sorer 7• 9G'O7
Hold~r•a StHI In.cl ~~•y~
TANK SETBACK INFORMATION SUIU Owlet
TANK TO P'L :"JELL BLDG. ert m it I`Iake ROAD Dl Iniel
Sep:c r Dt Bottom
Dos rg L j Headedln
Aeraticr, i1 Olst Pn;e
7,P1 I'llict. If
Hcldnp - - Rct System I ~5 . s 4
Final Gra:ie
PUMP/SIPHON INFORMATION 971
tvlanufa^arer : Demand St Covei
`i4.5
rvlodel Numter D I 17 rQ er, bt
r 7 CIAI
TDH Lek, F•ICt on L^ Sys:em H '1d TD - H
7. Z__ it
rofiI, I Lei I Dia. c::.l .,,.'t, I rJ~
5( 6 ,
SOIL ABSORPTION SYSTEM
BED:TRENCH A-icti, LcngU' N:t t)I I o_n:Jli PIT DIMENSIONS Nc Of Pi Ins de U:2 q~. 7 GepA-
DIMENSIONS ~]N 1~---
SETBACK SYSTEM TO P.L BLDG r' VVELL LAKEiSTREA1 LEACHING PA.:na.;rl.,re•
INFORMATION CHAMBER OR
_'r'e O, ° a UNIT P.t: orb-1 Numrer
~
DISTRIBUTION SYSTEM of
P,lan fain Dist ih_har / Bale ni[.u1 1 ~HOIr Sparing I rTItke
ra'n c a _ 1e^..A.h J a 1• ZJ Die 1.5
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
1-p'h ner Deptr' ').a- ~Cwf. C1 I xx oC-;b 9i rohea •x FA c'I
NeeTP _n 1 soft }
Yes N.. _ Yp? 4r.
COMMENTS: pnUude code discrlepencies persors present. etc.i InspecTcn Al Z7 f g nspe°ticirt /Ip
Location: 6722317TH ST .-r''J-y.. ~~nn__,1,~ f L _ 1/
1.1 Alt Rrvt Description = 1 VO l0•{1J,""~ P~-~`
2.) Bldg sever length = 3to r I Lj
- amount of cover
Plan revision Required? , Yes )(Ne
Use other side for additional information. Z~ _ J
SBO-t /IJ IR 3~~'i Pate Irngpr^-=. Sig-a,ir5:er- No
1
Safety and Ruildings Division
201 IN Washington Ave., P .O. Box 7162 tit. Croix
M'a'dison Wle 53 707-7 1 0 2 Sa nlan Permit Nu nher (to he tilled in M Cu.}
z
San~t4u''" ermit Application 3d .71(
accmjau c sv h VIN Na ,`I{; A ' . AJm l' J suhno, n I this loon to the apprt pr1 ae ownanvi n l unit .000
~s rC11.11 l plio1 t : bt,ntiMl nn us pen of \ Ic :\pphcaar n I'mn, tin rate awned I o%k IN are ohnoocd I, 1 c Ico Addrev .it adttrcot than madun: address)
Ili: I matte nl ul d' nJ I run sslnnal 0cr\ a !Ynsaml r ionnaaan un+ tlnl' do Ion he mcJ hit sccnndan'
mr us in,,:o'nialLe w ,Tit lhelmuev 1.Iw.s 1 11161)Imi \Lds. 77 I!I
I. \ppllcation Infm•maliu Please Print All Infornlalinn _ • •!(s~li'i;f),r .St'
P1"pence AVwr,Name I';uedT, AiNZ _1V /d/!''- 7
Cahtit Male (Miller ✓ _ Itrom U n rise,,,
I'nimnc(A, ncr-s V.nhn;• \Jdlcs+ I'1,pcrh l oea:iun ~~Y. )6-~
66- "0" St. Orin I of
Ills Nta0.' /ipl'ud. phon<Number ~E I4, Section _ 3_2
I etrde nne?
Baldi,rin, %V1 51002 Na 1 Z9N It 16_-_ r I w
II
. 7) pe of Building (,,heck all that npply) LM
' I or 2 i onnK Ili I mr Number odltaJn, 's ! NubJn men Namc
Iil•~ck ll_
®I uhhea bmntttud - I)e'enhc l>e Milk prOCCSiII1C IaC1111V
Ne .[n. ul
Amt --Z-
I aalc(las nrd Dcwlihe lse• f l'NM Vnmh.r ~p ~ Villaveof
/4041__ \a ®Town ol'_ Raidssin
111.'lype of Permit: (Check only one box on line A. Complete line If if apphcaldr) J _ ZOtiQ, -
® New \.ICn1 I Rgdaeclltclll NNs von i f allocnt:1 !oldlmt lain. Kc I'l:c enlClll Mh 11 f )lhdl \hs7ilicahun lu I \InI11I,L' NN,IcnI lc\plalni
11nse exi aine holdni i tank
- - • - l.iA IlivVim , )'anon Nunnc~r and U:oe Iw :cJ
It. I) 1'01,111 Kem'eal i I I•.nna lice hue,, I l limn". ul Pliant", -111011111 1 r: N
aer Io New
Below I vpwannn (Arne)
I 1\'. -I'ypr of POWTS SNstem!('mul o ntiWDecice: (Check all that applxi Gtr✓\.~OV
. N I Ib sluinJ hM •rnr,l i I:c.auui J In-wonnd L-. %I-UmJ I %lound -'.I In. ul'<wtable 'a Mound.. 24111 ,I.ubah1c win \
I I Id n, I r rtncl Ual...al t rnlp, I nt ic'J"amt I'leuemulcnl nphrll J\
1)ispers:tVl reaUl •nl Ana In formation Pols1 o I cell lcii filer at Slout let line n I Lass II•pJl Ik.ru N d \p I :n:.nYI r.p>J,- Ih,per.ui Aral It •gwmJ
bin / Ulspu. al :Vea I ropumd 1,111 's1e it anon -
65 Gpd 0.5 .pd sq It. 1 30.00 s q, fi. _ 575.90 s5.. It. J uca 4
Tank Info L'apadl> III TuLJ '.d Mantua. later
fallon_ Callous CniLs v
Na. l ant I \ In,r l:ndw s
w~P1 sus r
scph I u 11.1 _ I,A 840 Na 340 I ,k icse Concrete
n.,aq nud•.r - 500 Na _ ;00 - I C(imbil
tdliI
I n
l
V 11. Responsibilit\ Statement- 1,11n: undcnignrd, assione tcgwn%iI illy, for in0allalion of the 110\x'TS.hos.n un it., :Inad"d plan'.
I'haah r N une II unt; Pl:anher s Niename - - - - 111' \11'10 Numher Rusmec I h nc Number
rj
Dulc Hudson -)ciZti-.-0 N1P 22085: (?15) 684-33578
e'mnther Wdre'. Swel 11t1. Nlalc. /ipl ,,Jet
820 Main St., Raldwin, ~k 154002
VIII 'nunl\fUt p+rlm(n_tlst•Only
V"I m I'ec nine cuLcJ Q Imuip
n C111 Siunu rc
IV (.undi ' lie mnl% for I Di\a i1r"%4 1 NC4
2 i. .4btl, CA MM ahll'/'C•'f ' III
ww•,l•aiCON mw .eallYe:.roll.c.c Gam-
so W qW. pkn Vo Aded try PIUMM'.
2. M IIalWrdt rM, Ywylres w"A ue r eAM kr!
r per ppkfth dell- I cfd - rnf.
Aaueh to rump tale plain for-110 rtrn and .Lila In fire Omit., only nn pnprrnol b.. tWn a I I a 11 inrhre in I.
SIM-6"M 11 I I: I I s
. t~-.st,~ /.E SAY
-S-E,ra7~'~q u~co d..n'w' ce
r ScA./E: / : ~Cp'
667 Z30~` 5f
80./dcJ;.l ~JC SYGbz
t~ p LpE. / o~'~/cyocStd CSr.
0 Cl 6eymEj'y" Sec, 32, T- R9d
e. rGcJ, T. "e .(f
r/c✓.a k,
Sd. Croix6-7,, )4
,rC=-/0751 -70
4 xs~ mcor c lcrA _ lee- CO.
v I
J ~I Y
+i c
1
. ( 1
I
!$'sclyoor.c, ~
r"'-- , f I S ~ f'C ~C
I I ~ r/o ascl
>E/~ ~ ~ cc!ii~•L!n r~ ~ ~i4vr~ <*t~u¢u.:ay
i
30, -vo,
i
P-eFose.ol u7,z5v-('c~Crc~E ~
t~:E 4'0%SGO•rK,E Cc.r S,ilalicn
~j,~/y.~KPc-sxr-
e;r/tic.-~~.,4yCere~G
eycr• Z"f°r cl.,na,h a a?f.'C, 1
OPY
N 0/00 u- d lecu d ac• 1a. 3.2'x GC, 3~ ~..y 3'x sG"
ai3?KSc/cc./% Ywo(zjd.S ;b26'u /a_<aFS
e<- iiz °y i>.2s"W' 3/id'm^rFzes sPs ~e-d 4~ / o'``
{r✓C-sw~'pr! t ie
Q fiaYe 9S{00 'Cent r.ur
DIVISION OF INDUSTRY SERVICES
3824 CREEKSIDE LN
_ HOLMEN WI 54636-9466
Contact Though Relay
S P httptildsPSSa.yoviprogratnslintlustry-sorvices
$ rw•,v.:,isconsi^..omr
Scott Walker, Governor
Laura Gutierrez, Secretary
March 30, 2018
C(JS'I II) No. 22085:1 ATIN POIFI1' Impecm_r
DALF F.IRIDSON Z0NI\G OFFICE
BOLDTS P1.1_INIMMi & III-,A ZING INC S'f CROIX COI- N fY SPIA
820 MAIN Sr 1 lot CARNIICI IALL RD
BALDWIN 111 540112 HUDSON \VI s4016-77078
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 113.13111211211
SITE: Id mlification Numbers
Miller Milk Procc,sing Facility 'I'ran'ac•lion ID No. 3071600
230111 St Site ID No. 847181
Town o1 Baldwin Please relcr to hoth identification nurnhcr,,
St Croix County above, in all correspondence with the agencv.
SL 1-:4. NE 1.4. S32,'1'29N. Rl6\V
FOR:
Description: Commercial Mound Systcm': Slopinpt site
Object "1 ype: POW'TS Component Manual Regulated Object II) No.: 1750964
Maintenance required: 98 (it)[) 1-low rate, 18 io Soil minimum depth to limiting factor from original grade
System(s): Mound Component Manual - Ver.2.0. SIM-10691-P (N.OIMI, R. 111:12). Pressure Distribution
Component Manual - Ver. 2.(1. SBD-10706-11 (N,01:o l • R. 10112): r.111:tent riper
•Lhe submittal described ahove has been reviewed fix confo mance::ith applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVrD. phis system is m he constructed
and located in accordance with the enclosed approved plate and with any component manual(s) referenced ahove.
The owner, as defined in chapter 1111.01(10), Wisconsin Statutes, is responsible for compliance wilh all code CONDlTIO
requirements. APPRO
No person maN engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, p AFT OF 5 A
slats. PR FES°i
The lollow'ing conditions shall be met during construction or installation and prior to occupancy or use: DI dl„ ION OF I.
Reminders
• :A sanitary pennit must he ohmined from the County where this project is located in accordance with the
requirements of Sec. 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. :Arrangclet its for inspection shall be made with
the dc,irnmtcd e(mrtly official in accordance with the provisions of Sec 145,20(2)(41), Wis. Slats.
• A save approved effluent filter is required. Maintenance information most he riven to the owner of the lank
esplaininl, that periodic clcanine of the filter is required.
• A cop_ofihc-approwd plans, specifications and this letter shall be on-site durin;; construction and open to
inspection hN authorized representatives ofthe Department_wNch may include local inspectors.
NOTE: This system is designed for the disposal ol•tlomcstic wastewater only.
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy ol'this letter including instructions relating
to proper use and maintenance of the system. Owners shall receive a copy otlhe appropriate operation and
mainlenaticu manual and.or owners manual Im the POWTS described in thi, approval.
• The owner of a POWTS shall be responsible kir enourimt that the operation and maintenance of the POWTS
occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1).
• In the event this ,oil absorption system or any of its component parts malfunctions so as to create a health
haiard, the property owner mull follow the contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance vcrilicatinn report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the componcnl(s) utiliicd
in tile POWTS.
In granting this approval the Division of Industry Services reserves tlw righl to require chamtes or additions should
conditions arise making them necessary fur code curnpliance. As per state spats 101. 12(2). nothing in this review
shall relieve the designer of the responsibility for designing a sale buiidirrt, structure, or component.
Inquiries concerning this correspondence may be made to r.x al :hc telephone number listed below, or at the address
on this letterhead.
The above Ielt addressee shall provide a cola of this letter and Lhc POAVfS manayemc tit plan to the owner and any
others who are responsible for the installation, operation or maintenance of Lhc PUIV'I'S.
Sincerely, ~hec Required S 250.00
I cc Received $ _>0.00
ti Balance Duc 0.00
19~
Gerard N1 Swim
POW "I S Plan Reviewer, Divisiw:01 kJustry Services WiS.41AR'I code: 7633
(608)789-7892, Mon - Fri. 7:1 ` a.m. - -1:00 p.m.
jerry.swint: r;wi.gov
cc: lames K Thompson , Acc Soil & Site 1{valuations
Edwin .A Taylor, Wasmwatter Specialist, (715) 634-3484, t`1on-t,i. 8:00 A.M. - 4:30 P.M.
Owner Responsibilities
• laic curivol owner, anc each subseotrent owner. shall receive a copy of this letter including instructions relating
to proper use and maintenance of the system. Owners shall receive a copy of the apropriate operation and
maintenance mancat andior own,-'s manna. for the POW'I'S described in this approval.
• The owner of a POWTS shall be responsible to: enSUrin_, that the operatior. and maintenance ofthe POWTS
occurs in accordance with this chapter and the approved management plan under s. SPS 333.5;(1).
• In the event this soil absorption svsterr, or anv o' its component parts malfunctions so as to create a health
hazard. tife properp ovine. roust foh:m the contingcnn plan as dcscrihcd it: the approved mans.
• I'hc owner is responsible for subminine a ntaintcnancv verification report accelimbie to the county ;or
maintenance sacking purposes. Keno-ts shall be sUbrni1ICd at intcrv'ais appropriate for the components;i utilized
in the POW IlS. in granunl Ihis approval life Division oflndusuv Services lese:ves the 1 Mitt to require changes or additions should
conditions arise making thV n rte essarf for coo_ co.r.pl,an c AS p suite state 10 I°I', nothl t, in this review
shall relleee the assignor of Ili cnnr~ hllio iiv ;Ir:i~m n; ydte h,7il lin an ,1 ..0
Inquiries concerninc this correspondence may be made to me at the telephu:fe number listed below, or at the address
on this letterhead.
The above IeP, addresses: shall nrovide a cop} of this lener and the POWTS management plan to the owner and any
others who arc :esponsihl: fu- the inslaI..ation. operation or maintenance of the PO"'IS.
Sincerely. [Fee KC.lutcd S 250.0
F :e Re. ned b 2S0.00
Ba;ancc DO- S 0.00
Gerard tv1 Swim
POWTS Plan Reviewer. Dieision of Indastn Scrviccs WicNIART code: (608;1?S9-'i S4_. ~fou - 1, r:. 7:15 ;_w. - 4:00 p.m.
12G~'.Sw'I ni QwLPU~
cc: lames K Thompson. , Acc Soil & Si.c F s'aluations
1=.dwin A']Tayior. A\astewatcrSpe fell.,:. j715 1 h39-3~Iti~1. Mon-fn.5:00.-\.Nl 1:30 P.M.
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Resioentrai App cation
INDEX AND TITLE PAGE
Project Name Miller Milking Parlor Mound POWTS
Owner's Name Calvin & Mary Miller
Owner's Address: 667 230th St.
Baldwin, WI 54002
Site Address xxx 230th St.
Legal Description SE114 NE114. Sec 32.1 29N R 16W
Township Baldwin
County. St Croix
Subdivision Name Pending CSM
Lot Number Pending lot 1 Block Number: Na
-(`!ALL Y
Parcel I D. Number: From 002-1079-70-000 /ED
Plan Transaction No y1 KAKI S
Page 1 Index and title TRY s=RVICES
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Management and contingency plan
Page 7 Pump curve and specifications
Page 8 Site Plan
Page 9 Attached Soil Evaluation Report
Designer Dale Hudson License Number. 227594
Date. 02/28118 Phone Number (715) 684-3378
Signature _-y-
Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SOD-10691-P (N. 01101. R. 11112). and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST SAS (01181) and
Pressure Distribution Component Manual Ver 2 0 SBD-10706-P (N. 01101, R. 10112)
Version 7.0 (R 11112) Page 1 of 9
DAILY llrSIGN FLOW CALCULATIONS
.1013 DESCRIPTION:
An Amish cooperat.`vc has peen created with the httcnl ul'estabiishing a 111k collection facility. A single nclk truck
will collect milk Gam individual farms uncc per day (mornings) and de'ivcr it to the collection facility. The milk will
later be iransli:rrcd in bulk to an offsitc Diiry processing facility.
hours One iudivi',ua; will stafClhe facility during collection
, sutlicipaled to be 3:00 am - 11:00 rut, ; d;:ys per week. Only domestic waste from the lacilily restroom will
enter the I'U14'1:ti. All non-domestic wasles will he directed to a DVK approved holding tank.
ll1 SIGN I~LO1V C; U.C:LILATIONS-NMilk collection facility:
Dcsir-t: 4'Jnstcw:uor plow: (13A0 CiP( dails lloo, j[I_5 ecmveisicn Gtctorl = g? .50 C pq
(I etnploycej (I l;al. per employee) = 13.00 (pd
Misc. (mill: haulc:; linure slatf, etc.) = 52.00 G td
Dail), aasletaatcr lo;; = 65.00 Gpd
Mound and Pressure Distribution Component Design
Design Wcrkshcet
Site Information
(R cr C; R Residential or Commercial Design Note Sand 1,11, D; caiculaiions assume a
85.00 Fslirnated Wastewater Flow (gpd) rat>i . 1 1 as 3 11 situ sod veatmerv for
1.50 Peaking Factor (e.g. 1 5 150%) renal coiaorm or 36 inches
97 50 Design Flow (gpd)
7.00 Site Slope
94.00 Contour Line Elevation (ft)
18.00 Depth to Limiting Factor (in)
0.50 In-situ Soil Application Rate (gpolft')
Distribution Cell Information
40.00 Dispersal Cell Length Along Contour (ft) = 3.00 Cell Width (ft)
_0.82 Dispersal Cell Design Loading Rate (gpolft)
1 Influent Wastewater Quality It or 2) Are the laterals the highest point
in the distribution r- Y
Pressure Disribution Information network? Enter Y or N
t(% of F i I Cl Center or End Manifold
0 00 Lateral Spacing (ft) If N above, enter the elevation (ft)
2 Number of Laterals of the highest point
0.188 Orifice. Diameter (in)
1.50 Estimated Orifice Spacing (fl) = 4.62 fl`lorifice
110 Forcemain Diameter (in)
i 30.00. Forcemam length (ft) Does the forcemain drain back") ~Y
88.001 Pump Tank Elevation (ft) Enter Y or N
[10.00 System I lead (ft) x 1.3 2.75 Forcernain Drainback (gal)
Vertical Lift (ft) 17.66 5x Void Volume (gal)
Friction Loss (ft) 2042 Minimurn Dose Volume (gal)
In-line Filter Loss (ft) 17 04 System Demand (gpm)
Total Dynamic Head (ft)
b 11 -
Lateral Diameter Selection _ Manifold Diameter Selection
'I in. dia options choice--
hoice in. dia. options choice
0 75 1.25
100 x J 150
1.25 x 2 00
1.50 x x_ J 3.00
200 x
3.00 x
Gallons/Inch Calculator (optional)
Treatment Tank Information 508 261 Total Tank Capacity (gal)
840 00 Septic Tank Capacity (gal) 43 001: Total Working Liquid Depth (in)
[Weiser Concrete. Manufacturer 11 82 gallin (enter result in cell B49)
Dose Tank Information Effluent Filter Information
508.26 Dose Tank Capacity (gal) [Polyl-okkFilter Manufacturer
111.82 Dose Tank Volume (gallin) PL-525 Filter Model Number
Weiser concrete Manufacturer
Project: Miller Milking Parlor Mound POW I S Page 2 of 9
Mound Plan and Cross Section Views
-T
1T 10 * ODnerontion Pipe - 3 -
--K~
W
Mound Component Dimensions
A F---3 00 ft E 20.52 in H 1 00 ft K 10 19 fl
R 40 00 ft F 9S0 in 11 40 ft L _ 60 38 ft
U 18.00 in G 0 50 ft J 6 92 ft W 21.32 ft
120.00 (ftDispersal Cell Area 575.95 (ft`) Basal Area Available
2 44 (gpd?ft) t inear Loading Rate 4 00 (ft) 1110 B Obs Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 97.29 (ft) - ► - 1
G I
1 H
F %pe.ma, Cell 96.00 (ft) Lateral
95.50 (ft I Invert
Dispersal Cell'
Elevation F D Q
+I ~
94.00 (ft) Contour Elevation
7.0 ".4: Site Slone
Dispersal Cell Geotextile Fabric Cover
w
Shading Key m n Sec lateral details on
C] Topsoil Cap o L 1.5 ft I>agc 4 for number, size.
Q L ''1 Subsoil Cap o ' O and spacing of laterals
ASTM C33 Sand v 2 H F Laterals are equally
Tilled Layer rvo Lai spaced from the
[5f 0 Aggregate a p r distribution Cell's
centerf ne in the
A - distribution cell iAxB).
Project Miller Milking Parlor Mound POWTS Page 3 of 9
Center Connection Lateral Layout Diagram
---I-X-*J+.i I r_yI Leterers& for Ceflmri Seh 40 PVC.
per SPS To"& 364 30.6
HW~e ardlW On•M UOawn dmr law.; •~Twn-ap rft•~Ilv~rw.x olwanoutdua
swauy spac.d
Number of Laterals 2 Orifice Diameter 0 188 in
Lateral Diameter 1.50 in Orifice Spacing (X) 1 54 ft
Lateral Length (P) 19.25 ft Orifices per Lateral 13
I ateral Spacing (S) 0 00 It Orifice Density 4.62 ft'/onfice
Lateral Flow Rate 8 52 gpm Manifold Length 0.00 ft
Systern Flow Rate 11 04 gpm Manifold Diameter 0 00 in
Total Dynamic Head 11 08 It Forcernain Velocity 3 09 fUsec
Dose Tank Information Locking cove••n4th vranung
label and locking device a,d
sealed watert'ght
Elect•ica, as pe' NEC 300 and --11 -
SPS 31 6.S00 WAC 4 in. mm.
D^co~mert
lan4 connoren! is properly veoled f- Alternate outlet
location
rolcomam diameter
Weiser Concrete Manufacturer 7 1 5 in.
Capacit 508.26 Gallons
Volume 11.82 gallinch A
_ I Weep hole or anti
Dimension Inches Gallons B siphon device
A 27 27 322 36
B 2 00 23 64 Pump oft eievabnn +fti
C 1 73 2042
- ~8g 00
0 1200 .141 £34 D
Tota' 43.00 508.26 t
Df ose tank elevate ,l
3" Redding on er tank 88 .00
Alarm Manuafacturer SJE Rhombus Note Switches
Alarm Model Number SJE 1011421 containing mercury
_ may not be used in
Purnp Manufacturer Goulds J this system
Pump Model Number 3871 LP04
Pump Must Deliver 17 04 gpm at 11 08 ft TDH
Project Miller Milking Parlor Mound POVVTS I'age 4 of 9
Mound Svstem Maintenance and Operation Specifications
dso -
Service Providers Name Dale Hudson _ Phone 5~i5i 684 3378i
POWTS Regulator's Name St Croix County Zoning Dep'1 Phone i 115) 386-4680]
System Flow and Load Parameters
Design Flow - Peak 975 gpd Maximum Influent Particle Size 1r8 in
Estimated Flow - Average 65 gpd Maximum BOD5 220 mg/L
Septic IankCapacity 840 gal Maximum TSS 150 mg?L
Soil Absorption Component Size 120 ft` Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Colifonn 10Ea cfu1100 mL
Service Frequency
Septic and Pump Tank Inspect and/or service once eve. 3 ears
Effluent Filter Should inspect and clean at least once every 3 years
Pump and Controls Test once every 3 ears
Alarm Should test monthly
Pressure System Laterals should be flushed and pressure tested ever 1.5 ears
Mound Inspect for ponding and seepage once every 3 years _
Otttc~ - - -
Miscellaneous Construction and Materials Standards
1 Observation pipes are slotted and materials conform to Table SPS 384 30-1, have a watertight cap.
and are secured in as shown in the mound component manual.
2- Dispersal cell aggregate conforms to SPS 384.30 (6)(1), Wis. Adm. Code.
3 All gravity and pressure piping materials conform to the requirements in SPS 384. Wis. Adm 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 soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Finished
Grade Jr
6-8" Diameter I awn i - - Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
~ Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Project- Miller Milking Parlor Mound POWTS Page 5 of 9
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
1 his system shall be opemled v accordance 'v th SPS :!8784 Wis Adm. Code. and shall maintained to accordance with its
cuapmrenl nhanuals -SBD-'.0691-P iN 01+01, R. I U+2) SSMAI' Publtcation 9.6 (O V81) and Pressure Distribution Component Manual
Ver. 2.0 SBD-10%il(i-P IN C Ii0'. R. 10+12?j and In-al or state rules pertaining to system maintenance and maintenance teportmg
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 383.33 Wes Arlin Code when the tanks are no longer used as
POW IS components.
Septic of pump tank manhole risers acr:ess risers and covers shoved be inspected for water tightness and soundness Access
openings used for service and assessment shall tie sealed watertight Poor) the completion of service. Any opening deemed unsound
detective, or subject to (mire mr.sl tie. replaced. Exposed access operings greater than 8-inches m diameter shall be secured by an
effeCive Poking device to prevent accidCnlal of unacthorized entry ❑du a tank or Component.
Septic Tank
TI•c Septic tank shat be Tamtained by ac individual certified to se-wrc septic tanks under s 281.48 Slats. The contents of the
septic lank shall tte disposed of in accorcance. with NR 113 VJ.s. Adrn Code The operating condition of the septic tank and outlef litter
shall be assessed at least once every 3 years by inspection.
The outlet filler shall be cleaned as necessary to ensure proper operation The filter cartridge should not be removed unless
Orovis,ons are made to tetam solids in the tank trial may sough off the filter when removed born its enclosure If the filter is equipped
'•v 0) an alarm, the filter shal~ be serviced if tie alarm is activated continuously. Intermittent Lltm warms may •ndicate surge flows or ar
f-witrdulg continuous alarm
The septic tank shall have its contents removed wren the volume of sludge and scum in the tank exceeds 1;3life liquid volume of
:tic lank If tie contents of the tark ate not removed at the time of a triennial assessment. maintenan: a personnel shall advise the owner
of ••vnen Inc next service needs to be performed to mairtain less than maxinwrn scum and sludge accumulation in the tank
The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such
products are used they shall be. approved for sopLc lank use by the Department of Commerce
Pump Tank
The pump (dosing) tank shall be inspected X least once every 3 years. All switches, alarms. and pumps shall be tested to verify
proper operapor. If an effluent filter is installed within the lank it shall be inspected and serviced as necessary
.
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mounds perimeter. and the mound shall be
seeded and mulched as necessaryto prevent erosion and to provide some protection hum Imst Penetration. Traffic (other than for
vegetative maintenance) on the mound is not recommended since. soil compaction may hinder aeration of the infiltrative surtace within
the mound and snow compaction in the winter will promote frost penetration Cold weather installations (October-February) dictate that
tae •round de heavily mulched as rini ecten from freezing.
Influerl quarry into the mound system may not exceed 220 mg:L BOD;. 150 mq!L TSS, and 30 mg:L FOG for septic tank effluent or
30 nhga BOO, 30 mgtL TSS 10 mq:L FOG and 70" cfu. 100 mL for highly treated effluent. Infiuenl flow may not exceed maximum
design Ilow specified n the permit lot this insta Iation.
The prossuie distribution system is providen with a flushing point at the end of each lateral, and it is recommended that each lateral
be `r.shec of accumulated solids at least once every 18 months. When a pressure test is performed it Should be compared to the initial
test when Inc system was installed to determine it orifice clogging has Occurred and if orif cc cleaning is required to mairitain equal
distribution within the dscersal co 1.
Observation pipes within the dispersal cell shall he checked for effluent pending Policing levels shall be reported to the owner and
any 'evels above 6 riches considered as an imponding hydraulic failure requiring additional, more frequent monitoring.
Continplencv Plan
If the septic tank of any of its components become defective the tank or component shall be repaired or replaced to keep the system
r proper operating condtion
If the dosing lank pump. pump williols alarm or related wrong Pecorres defective the defective component(s) shall be immediately
repaired or replaced with a component of tire same or equal performance.
It the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface. it will be repaired or
replaced in its' present location by increasing basal area if toe leakage occurs or Oy removutg biologically clogged absorption and
mspeisal media, and related piping, and rep;acing said components as deemed necessary to bring the syslern into proper operating
condition.
See Page 5 of 9i s plan for the name and Iftephone number of your Iocai POW[ S regulator and service provider.
Pretreatment Units
The information and schedule of mananalJOWn! aad rna rtenance for pretreatment devices such as aerobic treatment unis cr
dfisin ec7on units are attache.:: as separate documerl; and are eonsoe•ed part of the overall management plan for this system.
Project Page 6 of 9
C GOULDS PUMPS Submersible
Effluent Pump
EP05
4 3871 EPOS
APPLICATIONS II; ;rbI 1, III liu_l ■ FPUS Impeller: Tiarra4,■ Bearings: L,.(, ,1 I'll-
~p~.ft iCy 1 le r..rh e o r ric enclosed ces qt f,r s d „ ha
-d >gu~d'::rt~-
.tbIan _iutert Improv'edlie 'rrnlrce oltu.tnr
Ila, L] L>~s h( at transfe•.
• L1h.: It svsW_r; ■ Casing and Base: 3ugued
• Her rs Available for automatic and Irlermcplas.:i< dei'.gn r: aid• s AGENCY LISTING
• larrr, iupe got <trergth and :o«ccion
manual operation. Auto- SP t ,;,;1;,,,;c dardsas,<i n ,
• 'bra:"% %c't'•' "gym:r matic models include rrsi;lancF.
• ','Js er rt,.sfcr Mcchanieal Float Switch ■ Motor Housing: US: iixi
• Dela; ter -m assembled and preset at the for e11.t enl neat trans(rr, p0Ur91 P.rps is:So 9001 P.egtste ec.
factory. strength, end durab:liti
SPECIFICATIONS ■ Motor Cover: Therroplastc
FEATURES :over ::ith Integral dandle aril
01ic; handle^P :.apanilitq: floa'sa•ilcn machr,crt potnt.<..
'i+'n,:zl•n i_~~ ■F.P04 Impeller: ihrrmopla.,-
• J r:: t tc h'i 2 'P:I. ■ Power Cable: ScvFre uty
V P :i: S:stn ooen des gn aaith
• : as h6IJi LP n) 31 tees. P.n p out Vanes for medtanical rated oil and rate; rFSixani
• Disc tart%e ;,ze 1':` VT. ,vat p,Otection.
• Mccl avcal SI carbon
BLN -P. eas[avers
• 7,,rn au.rc:
Il54 1 r`Q ccnt~nro.ts
14) Fjst~nm nt rrlieen. FALTERS ~FLLT - - - I _
DC scite,
1191f eii ilPFi. ~
IF 3ai
► ItiOr:<..
,ax clo _ o( I lnnin
dr, v1410it damage
S1otor. 1\\
LPII Ingh prax:v.= HP. = 6I i
1 230 61 hi, Ill
~P. uJOt n o.edo~d itl' > >
u c 'jIic Lset.
a
• EPUE 3 ncle pYaie p.'.:IF. //08 c ~P~'s\•
115 r or 23C 60 1., 1
F^ t L I i I t t tl e loa°'..Ilh
• POPh.`' cord: 10 Ivo: - - - - - -
itandard length, IFi3 1
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grow ding p ua Op io tat 2u -
ao aP,I
nut cr,.h I63 l Nnti, - J
thre, prcnq groundi:lq pluq --17
CAPACII Y
Goulds Pumps
ITT industries
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diSiok:ta/ C¢.//. Two (z) d;{~; ba~'~., /a1eis,f`S
a.E/Yy X if.1., "<.y ~iG'or, fees S,voecd n.~/.5S!
T~,l,Ylrr.~r°t3u-fare a/r~ Eobc 9s.so'ae /B
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Sr. CROIX COUNTY
11 1'I I( I \NK \1:\IN I I NAM 1: AORI JAI1 NT
AND
O\\ NI Ry111ll (TRIIPICAIION FORM
M"licl tn\cl Calvin & Mary Miller
667 230th St., Baldwin, WI 54002
,>rt,pcrl AdlI1 -7,Lxxx 230th St.
1 \ I:I Iticatit'll raplire, trenl Planning & Zunimg Dcpannunl for new con it ruction. l
Cin Sfatr Vartxl Ittctlulicalitln Nunlhel TBD From 002-1079-70-000
- COZ- I D7 -70 -oSC)
1.E(; 11. DE.NCRIP"IION
r'ropcrlt t.nralil,n SE NE I 32 29 16 Baldwin
Srt I \ R W. I mutt (lf
solidi.;, „n Phil: sped CSM I I ( 1
Certified Suney Map #T "1 Ewa- ~b -1-7 Z-- ulun)c
Warranty Deed H 1 009458 Ibcfilrc _'1)()71\'ulunlr . 1'agc
L•lu,r❑. C, On, InI lion idcnGliablc ~~cs❑no
SN STEM R1AIN'I ENANCF. AND OWNER CE.RTIEIC 1TION
Inglmp., use z id manuenan,r III v„ur •cpti: stitenl ~utd(I Inch in n; prcnlatorc RilIt lre to hcntdlc vvaao I•roper
m:nillr nan.,:::OTI cl pu nt pine mt IIc. ;relic will, et cn da'ce \alr<..n nrlnnel. it Ilcedc•d, by a lieensed puntpcr. 1\'kL cnu put into
TIC i)6tcnl call alleel the Illllelinn of the xptlc lank ai :1 tre.tuneln \ta;:e it, tllc t%aitc dlipo.ial iysicnl. O\Cticr nlawicnanl c
rc,punsibiliucs are specified in gSPS ;S I.:1( I ) and in ('Impler I' - Si ('roiy County Sanitary Ordinance
I he pnipco% o(\ner:e-Pecs to %tinim to St. ( roix Connie Kninow K 7onine Dcpurtmcul it certification loon, sit,ned by the
owner and h} I maacr plumber. _luialwN Ilan phunber, rastrlc Icd plumber orra licensed pumper ycrily ing that ( I ) the ,m-iile
ita,tc\taler disposal s) ion i. in propcr,glerMall, Coodrlion and ,r (21 alter inspeclior and pumpine I it merssary 1. the septlC lank is
less than I ; tull ol'.IuJ~•c.
I \W. me uadcriii,ned h:n.• read the ahucc rel{uilrmenU and aurec to maintain the private sewage di,po,a: st ocnl with Elie
ilandards set lixlh, herein, a5.ct by the I)cpaIntent oI SAlety And llrot"n I,To I ScrvIce%anti (lie D:parnncnt ofAaturaI Rc,ources.
Some ,I'\\ iucllllslll- ertl( ICalloll Q nnw- that v,,ur iCpllc ]FMein 11:16 liven inaintalocJ Inuit he complewd and returnod to the Sl (.rol\
('Dump 1'lannili I. /.molt I)epartnlenl within 11) d;l\s „fill: thrcc tear c\11nai nn date.
I we ccrtil*x that all Iatcincin, ou Ibis corm ;;r: true t Ibe bent III'nl):our knowl:Jpe. Iwc unlrare the owncr(il of Elie
plnpen} JV,,I bed above, by %irwc - q I w:u Paull do:d real ed of ltq-islet If Weds Ollice.
gpd
Number of hcdrountti Na-65
SR IK \ I'1 RI Of ;PPP IC 10s) DA H
•:\ny In 1, wn lauon Ihai is in icrepl;:.cin cti Ina% remit hl Iho ...Ill n::ny pant it het ng rr.okcd he the Planning & /onin Dcpartnlcnt
Include \cilh this applic:nion it recorded walialm decd fimll Ills Rcgiaer of Decd, Otlicc and a cope it the certified iur%c% nnlp it
rclercncc is made in Ihv \\mrdnv deed.
(RI:\. fit: 121
J
RECEIVED
e SOIL EV LUATION RFPORi - 3
111 Cr ( - n"e wl;t, Gt.flll i C.' Aen1. l.eC9 - _
TY .Comb s..r C~,r+•
:1nxh complete sire plan c- i1 sea. Flan nd
is c!wje, but not limited L-.' a I t IE%'i di•ectionaed Paray ID. ~ r~--_-
parrentslope. su!eo'd rnens-ons, north arrow', an. <tfor)~idd~ra"~~7eaes: roa.:. O2- 0 -0r+<~
Please print ZR80TP Re"L., Da:e
Pena^a'. W:a1r a'ion Y,'. GWU mrr Douse:;" , 0 23XSR2 ,
Propert.Cwner Properly LOCefion
:("I 1
' V; ~ hU 1 ~t,C rAL-- Go'r,. Lot VA. t:`i S L T N R 6 '@L(ory~y
Property Dwne's f-13 ling Address Lot : block p Subs tcsr'.e c PAN
Pfd Z?>q I Go . 2~. _ I F~rul~~ Cs~n
GCy Str.te Zip Code Phor.e N.irnbe' U C:!y pp ❑ ViCage [i51fow'n Nearest Road
i 0Jk+-J)W.~ I {~1I ~fiXyf( ) YittJ~Wltj L3o'i 5~
~ZNew CiOnstrudinn tis._- ❑ Residential I Number of b•_drccros CCde derived design Aav rates - (y S GPD
❑Replacement PuhLC Or ~riS~me •Desaihe: WIL*fdd.
Parent catefial Flood Plain e'evaten if applicable ft
General colnnenls
and reccrvnendatinns: Ze
boring # ❑ boring
I Pit Ground surface elev. P, Depth lu lirr.Nrsri faller _ 22- V
Soil Appli!alior Rasa
Horizon UepLh 4jnsol1Cc Redox Desaip'on I Texture Structure Consistence boundary RocLs GPDdr
in Qu. S~. Con t. Cc. Gr. Sz. S!1. 'EfN1 'EfI12
r 0-fl 5 0•PE51 I'F 4k- „rl~ w Ioc 0. c,.l, _
fjt~ y r s Ti, f - p.
N 21, q0 1,5 JA1 Fl
7. V. js I a k- M4- oQw L
D. ~
<tA S y 1%114
51 `f0-4 s .r z c c7 - D.U d,J
Poring
pi: Ground svi i e elev. _.9to-14 Y. Depth to limiting (act-r / in
S=i.p~ti~ttinn RVe
H~ n.,,e.
Do^'.:nant CclC; d.x De,.;rtF,.~n Tee:ule ou a:luru Co,!s:enco Loundaryl toots GPD."'
if""
Mursell I Qu. Sz. _Cont. Color I GrV,4~, Sz. St1. 'Eff„'1 •E"•N2
0 ,5' 3J.3 I t3 a /y W 0,3 0-f8 7,oiL y 0.4
O.b
t 3g 44 ~f 7'yL j-j I o,4 o,&
r~s,54 S y 5-10 1 Y'A 9C EFluent p 1 = 0 DD, > 30 < ZFj rr - and TSS >30 < 15 mryL ' E81uent ,72 = EDD < 30 mr_l- and TSS < 30 Mgt
CST Name (~Ieax ,:r.; i
'r CST Numtc•
1c.-
Address Doh Pv-ljatitn Conducted Te.ephrne Number
)~icf Ni kJ~ LA-Y-T<),k(y4U1 5`) r?b,11l7. Tyr-V,iCl_0 ~ -