HomeMy WebLinkAbout034-1070-95-000
Vdisconsi- Deparmenl of Carl PRIVATE SEWAGE SYSTEM County St. Croix
Safety anc Hu Id -.1 Division
INSPECTION REPORT Saoaay per-.a No
(ATTACH TO PERMIT) 605127
GENERAL INFORMATION state plan ID No
Persc no nfc-,a-ic- ynu p•o:me may De used •c• seccrda'y ourouscs (P-nacy Lau s 75.04 1!' 31 1 9354
Permit HC de• s !Ja°e Cty Vlage 'oa'n3rip Parce Tax No
Andrew & Alex Dittman TOWN OF SPRINGFIELD 034-1070-95-000
CST BM Elcv "Sr. 81.1 Elev S..", Descnp; on Sect anfiaxn:Harge:fvtap No
oo -SAS 13 Y' 31.29.15.4800
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTI,RER CAPACITY STATION BS HI FS ELEV.
r`~ 5
Septic Bencnmark
eaeP S' A Zoo n•I,~• .j~ %b' .b :OO. `r ~
N i
Dosing Alt Btvt
Co"ej 8o / O .160 /d5. L
A640"I" Bldg Sewe
I.28 951• 5z
Holding SVHt Inlet /
TANK SETBACK INFORMATION St-Ht Outlet
TANK TO I P(l. EBLDG) Vcrl to n I-We ROAD Of Inlet
We 64 septic i _ Dt Bottom
Dosing r Header-MarAe•at on Dis: Pipe
Hotding Bot. Sy'ste7r PUMP/SIPHON INFORMATION Final Grade
98 i~o . gz ~
Manufaclcrei Defrand St Cove/ VCu
GP41 Y'j rf++LO ~/•T 9/•
Model Nmnbo• ~~f'4 I -i
TDH Lih Frctioi Loss System Heap TDH r
s1":ell f
For-ernain Lcngjl o/ Dia. Ir Dis'. 5~
77 Z
SOIL ABSORPTION SYSTEM
BED!TRENCH svdt•) a f unyPi Na Crchc PIT DIMENSIONS Nc Of -,its Ins -Ac:) a. - q:.,1 f:epl-
DIMENSIONS 1./e .
SETBACK SYSTEM TO PiL BLDG wELI LAKEiSTREAfvt LEACHING PAan..facljre•.
INFORMATION HAMBI: OR
UNIT -33 2 7 Model Numtc, \
oJn
DISTRIBUTION SYSTEM LJC64-
Headcr+l,ra-Jo t IN Distot.itio- / / x Hole Size It x Hcle Spacing cr uA i Ir ko
eng,r Gr47 DiaL_ E gl S5 Dia ZS Snao-g 3.33 saw 3 !p(~
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Deoh Ovm Deol•i Over xx Dcp:h c4 xx Seeded+Scdeel tvL dhed
HetlrTrencn Ceder 4 7Z Bed Trench Edges Topsm I Yes 11 No Ves F_ No
COMMENTS: ictudecodedscrepencies. personspresent elC.; Inspect oc(#--t~:j6 ?iZ$ rJ Inspection #2
r +
Location: (i AVE 1~",\~`y ~1¢ti ~OO'F-L._. '✓SF_G'
, AI: BM D a s c r poor = F` t4.. CO J..i.,•. ~/d L.J f6%,•
2.} Bldg sever length = 34 ~~,r.`. ~
- amount of cover = Plan revis on Required? 1 Yes $(No ~I Zf 693 Use dither side for additional mformat or Dae Irsep rs SiCan No.
comn.
Safety and Buildings Division
201 1'v Washington Ave., P.O. Box 7162 - Sanitary Yeidrit Numbs (l0 In filicd m b}' Cc. i
hAadson,'INI 5370 7-71 62
_ State 7 rau>action rumba
iri~ el mit Applicat>on } u X11 ?
In 4 oordmnce vitb SPS 3N3,11 I'll, W is Adrr Cod:. subtuission of this fa r cnta7 «OC
is rcquued prior to ob.acung a -==N pnr:it Nulc..Application firms for s=ewwved PORTS W e sub--- iued is ~ i'rojecl Address (if ddcr t 13. mmlu:~ address.
Ic I7cpaaplthl of Safetp wal P ores- a n:L Ja ies. P icon I Infonnano viu ,vii, may be used for sewndvp- D i) td
=i vith fhcFinav La•a sJSJIiI'n; n. Srus. ~~LSJIU^~
I ion Information Please Per tit All Information
I np r,y ils•ner s Nm c "arec: A
i':cpcrt.'p'azcr's \ta9ulg Address Propcm Locati on 31,a9. 5•'180
~
ALC 7i 70U -=1`. Uct:. Lot
b"'
'.i~•, state I Zip Code Phca- Nan ,3
IFCjC.jnCI
-7 C? N p,
R Type of Building (check a that apply)
C: bdivision Name
Yor . Pami! >vdling-1:u:nba m ncdre!uu
Yc ~aloan7 eM B,ookt7
I_) Publia'Commcreial - Descutc Usc
f _ . Cite Of
CS.`.1 Numb.:. - 11.7 valag- of
Statco:mcd Describe Use _ . - )~jP f L n
I 'Ll'TUwll Vf~L.h
Ill. Tvpe of Permit: (Check only one box on line A. Complete line B if applicable) 6- i-/I t(! /1
T( 'eau':Syatm h Reptaecmcaf Syue:a rTlcauneatlda.ding':a:.k Rcpla:dent Cndy T Other htodi:cation to cxistmg Systcrn c).pLwt-
' ' Chan o n er 7 Perma Travfw to Ncw -.ist Previ. u5 Pernil Number msd iialc LsueJ
FS j Icnnl Rc w;i Jlerm::.eu;.en b
Bctae F.xpt lion I 0,11cr
_IV ftpeof POW'ISSPstem,ComponciiL'Device: (ChcekallthatajUilv')
0 No. -Pressuri.tcd W GI ;onC. P Presiii=Z' W-Ground CJ al yrt.:lr R M, and _ 24 in. cl S..L tlc soil D Mound < 24 in of Su1LlDIC soil
1 /y
iau:)_
U li,-!Air.i,'I ask L C!_I:: D r-u l -'en:p 0ncn: ;Cxplaur rl?r_u ea511:+nt Device (-x:
A Ihvpr.neVri catmcnt At ea Information -
Ir 1~ CI t"'6F_. )JCtltii\ ' ~.p IILaJU/r IC.F,I ~Cff D:spea3 .rCaiptyaifcd'titl T)r pC'SZI A[ed n:U it (sf) S}'sxm Flcvanon
~o b b6V ~~~U ~0~7 230
~V Tnnk InVoo- C a~.n. in y Toil of Mmufacru: l...
callons Gallons Vint. r d 8 o y N
;a-iL:s ~ '-ixi+riag Tac:s •r 1.1 i ~f/ y~ = ' < -
t Zpti /z v w I cc`r x-
u_ a8cr~o- ~OJ - ADO T 7c
VII Responsibility Statement- 1, the undersigned. assume responsibility for installation of Iht! ON`!S shuwu on the nttarhtd plans.
Plu b Nine rin' Plurcba < L,pa.arc _ taFrM1d1GR Nrrmicr I Busiur- Ptwuc Ntunba
)125le, 7ls z~3'i~u'
Ii-ISund,er s ~cdres 'S (';n _ 721~4,x'-7
Zip ('.Mc)
~l Y11 . CourttvDeaiartment Use Only
^
Approvc0 I TDiw pl - Pemut FCC naY wucd >suing ,,Ffn: Sr a.'ury
Pat
_ ❑Ovn_er Gil itc ,oa fOr e')r<rtia: rL'.
Lt. Conditions of ApprovaliRcasons fur Disapproval J
3 CD~td~r/~f~t,D,~YI(Sr~~ S~R,~ CI✓~P~~ ~
SYSFE" UNNFh f/l CiYLC-l " 7 ntI S ~Plrbl r
1. septic tank 01junt 0,-1 u r
m u 1 I ~,rd ~y~ I, I I f/( C7 .l 2~V1
sFer M-rjzg ,j t:;e t-r
a
as ~r m3nedcn,ont uc;J,. Ly. 1
2. All setEdtit fisyLlYi;ral~j~~~8ray1~4e plf the 5ysrem and suhmu to the County 0017 ou paper uol less Chaos l: f 17 inches ID We
s-;r:-e.?sail: tl;lll
Plot Plan par $ f,:2;
PROPERTY OWNER: AlJ~~ ~ ALEX 61 iTN41,)
1. = 40 Fr.
(except where noted)
Legal Description 5W I14 DF Tilt S ~4 SEC t~4a f R ~S1y Tc W ~i El = badame, Prt
~ SPRf/J6F(E1~f sr~ix C' UHT V, W~scc~~isfn(
27$(~ lay p✓s. 034-,1070-9S
North
yRA POSfD
}SFl~ F2.OOM
;C, NOT y(s KED
1 I ` ~tCl" I
Q( d
30o/Ff00 EflcL-AN
ITN
20 OF w~K« t C~a~
-vg9rM 7f '~Z raper PYC "K,
PZI.f.S J . ~ /..SS i+Gf>v~ C-~ZVfMfD ~
C FM'-CE-
W M~fN ~ y~~= <.PfKr= fN zy~~-f„-fsl-
92 0 \ ~ ~ (ro.YS r
fJ
3 w $z w
v
SWi V` 7 ~ ~L~w(S) T/
c @4.75' p.
z ra
1 ~
~ o
a
J }
/f04-'i~ J~KCr~
~ZXf_nNyT~aC---b BEAr>•NUN~D
Site location:
us H+V. V7_ Y
$r~ v, t Z
t 2
~ arc- y z
Ave
DIVISICN 01 INDUSTRY SERVICES
2331 SAN LUIS Rl STE lh
S _ GREEN BAY IN] 54304-59 1 1
P Contact Through Relay
S hnc.:: dsps wl govipfogiamsilndusUy-services
•O %VAv wisconsal gov
Scott Walker, Governor
Laura Gutierrez, Secretary
Icne 29, .1015
0 STII)Nu. 2395 2 I7iA. r'OP 7s A~,;;~,;nu
\I N R Y JO IICPPIrK I LUNI\(i of l:l( G
I I( UAS I FRS SOII. ITS I IN(; $ DI'.SIGN ST C'RolX COCNI N, SPIA
18i9' KING ;AR I lit KS 1 101 C \RMICI I:AI-I, IM
DANBIJKI' \VI 545;0 lit DS(>N AVI 54n16-7703
C'ONDI'TIONAL APMOVAE
PLAN APPROVAL EXPIRES: 06;29x211211 Idcntilica(ion Numbers
~Trausaclion 11) No. 3119354
SITE: Site ID No. 850499
Plcasc refer to bolls identi0canon numbers.
Andrew Dittman Liulos c, in :III corr"polldcncc with theiiacncs.
601 If :Ayv
l own of Springfield
St (rots Counl_s
S\\ 4. Sli 1.1. S?I. 119\.RI>\b'
FOR:
Descrip[ion: Wound Srae•nt (4 KedruuIlls - Ven, ( omtr trrioni
('I - I cpc- PC)\4'!S e c. Itt~ncGl blaa❑ul h.gulated Objecl Ili iv.;_ I'Slbo~
Nlainlenancc required: 141 lacemenl scstcnr[ 600 ('PD Floc rlle• 24 in Soil millirp IIIII depth to limitin factor
from original grade.. S)slenlfsC mound ( omponent Manual Vex 10. SBI) -10691-P (N, 01.'01. W 10 12). Pressure
D:arihution Componcnl Manual - \ cr.'_.0. S13D-10'06-P t\10101. R 10 12). SS\\'\1P Pub. 9.6: flllucln Filler
I h; suhmiiial described above Ims been reviewed Ibr conlhrmance with applicable 1\ ixonsin ;\dminisu'aliye Codes
and \4 isconsin Slawlcs. I he smhntiual has been CONDI Ilf1NALLY' APPRUVI(1). phis syslent is to be conslrut tcd
1111, located in accordance with the enclosed apprtwed planN and m illi any component ntanuallsi rclcreuced abol
the owner. as defined in chapter IOL0it 10). \1'isconsim Slahues, is re•sponsihle tor compliance yyiih all code
rckitmemcnls.
No person may engage in of wnrk at pluntbin in file state miles; licensed to do No by the Department per s. W Olt.
stal:.
I he 1i111owiug condtlions shall be (Ile[ durin eo islltl Lion or installation and prior to occupancy or use
• Presen'e dispersal area prior and dmrinpe construction to avoid dlsllllilallee. compaction and use of the site.
• \\'itll nesy eunsIt'll elion: it iN rcconunemL.d not to activale the pantp in the do,e I;alk until the tanks are pumped
prior to homeowner occupancy.
• Abandon F.sisting, Syslcnt per SPS
• %%a%tewater generated from contractors rlewiaw of equipment and look author lot oyerconslrucuou
products shall not be dkk har_cd into the drains disch aginc to Ille priy;de up:ile wastewater treatment ~1 ~tcn;
il'O\A IS). Ak 1515 rcncrmcd .hall he properly disposed of on-site oroffsite.
• Any (all lr•asses. knees and shrubs shall be cut short :utd removed prior to tillin the aurlitce for installation to
prevent nlaltim: uodcr the dispersal urea. XII loose ereanic material to he removed from mound area.
• Divert surface waler from P( M I S Area.
• Prior to construction of the dis tersaI area, cheek the moisture content oflhe soil to a depth ohs inche,
snttarin_ and eomd) rctin_ of wet soil will result in Icduvineythy 1 ii'.Ira:nnl 1 gsadlc of the oil. Proper ml I
'.I '•,K1 ,lT !'I'I I!.1 1, ):Its
nwi,I.tre content cure Se determined by rollinu a ,oil sn~iltle hcl,tecn the hands. If n rolls into z I I- meh m re,
tilt site is too wct to pu.pm e. it it .:nmtblcs site prcp;tr.tlion ::In proceed. Ifthe site i, loo trcl to prepare, do not
proceed until it dries.
• All piping shall conlirnn to SPS'fahlc 38 4.:>fl-3 and SPS Table "Sd 30-5
• I nsulale building sewer he\ ond',0 feel per SPS:8'.:01 l l pc)
• %N etI setbacks to nice( ch,. NR 8I I& S I
• Tank Installation to Ib11o\t all manufacture's recominendatiom-
• SPS 383.54(I)(c) 1 ho managenlont plan le, a NMI I S shall spccilicallt address the cr%icing . pttchlotiCS Ot an
aerobic or anaerobic treatment lank or a holdin lank tthere either of the lollowine conditions c\isr
L The bottom ofthe tank is located lore Ihan 15 Ice( below the eleta(iou where the servicing pad is located.
t he houtom of the tank is located nlor: than L"O feel horiioni III where the servicing pad is located
• Vcrif% property line(s) In for to inaallation.
• Pump Floats to be set and verified per •rmtrovcd plot \nt ch•m es Inns result in point) rlsirin to meet
TDH and GPM Snecificalions
• Areas Ih:u :uc uccupicd i0 [,'k ti.r_ nu:u: n.'; rc~rt>. xCarq,, ir:c I IILI J,I, `u11.1,c tCc El lol.n' „!.u..
I. [...lh.e 6x piupcr tn•;1trIcrl: .1 :1 olll 1 I'_111 it, tlcc- ill th, I 1 I .a:.I I 1C 11,.1 tJ It I ,C c,u It
it cnu:ild ICNQ1. al - 11 I. I lc .l I 1 111,11 ..r. , IG:ill 11111 .~r.-: rl :rcInn I, iu:, hr, iJL
'<l.llc lint IIII iI'n[ite I:IY...
Owner Responsibilities
• 1 he current ow»cr. and cash sui?x•yurnl owner- shall lve •lvc a copy of (hu letter ineludin_ Instruction; rchnine
to proper use and ntautlcnence of the syslent. Omm, shall receive a Copy of the appropriate operation and
maintentutec manual and Ili- nwncr', manual Ibr the Milk IS descrihed in this approval SPS 383.54(1).
It In the event this oil absorption system or anq of it, component ports utallimetions o as to create a health
hoiar;l. the property owner must lollow ❑Ic contingency plan as described in file approved plans,
It cope of file approved plans. specifications and this lever .hall be on-site during construction and open to
utxpcaion by authoriicd reprcwntativcc of the Deparninvia, which nary include local inspectors..\It permits
required by the sure or the lord nuuticipalilt' Shdll he ohhuncd prior to annmenceptent of
construction! installation !opermiIoil.
In runtin^ this approval the [)itision of Industrt Services reserve, the right to require changes or additions should
conditions arise making (hcnt necessary lot* code compliance. As per slate +tat, 101,1 nolhiin, in this reticw
shall relieve the designer of the responsibility for designing a safe building. structure, or component.
Inquiries concerning, this correspondence mrn he made to me al (he lelephonc number listed hekm. or al the address
on Ihis letterhead.
I-he ahotc leti addresser dtall provide a cop\ of this letter and the PO1\' IS timna cmenl plan to the owner and am
others who arc responsible l6r the installation. operation or mainten:mcc ofthe P( Alt FS.
Sinccrch`• I cc Required $ 250.00
,e9ov/ -I -his A111101.1111. \k ill Re Invoiced.
N'hen You Rcceive Iha( Invoice.
Tim \ ands Lees( please Include a Copt k\ till Your
Ill I\at Sotu`.c. Plan Rev iewer. Oit ision of Industr't Scrt ices L111 tcnt Suhnaltal.
(008)516-01:4 , Mon- I ri. 6:00 a.m. - is 30 p.m MAR I code: 7 13)
1111.. I IIt c:' .c~i,/„Lent.
cc Fdwin A l:plot. Waste\vlter Specialist. (7 1 <I h.,4 :-181. Mon-IFi- Saul N M. d:',u I'. M.
Rogcr 1) Nelson \e60n PlunlhirW i [T Ills \I:!ilc.i I o1
;Eir= M-)
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN 1 2 i113
Residential Application INIDUSTRY SERVICES
INDEX AND TITLE PAGE
Project Name: ANDREW & ALFA( DITTMAN
Owner's Name: (same)
Owner's Address: 1676 Friesland Circle
Baldwin, WI 54002
Legal Description: SW 1/40F THE SE 1/4, S 31, T29N, R15W
Township: SPRINGFIELD
County- SL Croix
Subdivision Name: NA
Lot Number: NA Block Number. NA
Parcel I.D. Number: 034 - 1070 - 95 - 000
Plan Transaction No.:
' Page 1 Index and title
r Page 2 Data entry
Pane 3 Mound drawings
Page 4 Lateral and dose tank
HUGF"T Page 5 System maintenance specifications
D tabs ? Page 6 Management and contingency plan
~s3* Page 7 Pump curve and specifications
Erb Page 8 Plot plan
Designer. Mary,lo Ruppert License Number: 1859 - 007
Date: 05/29/18 Phone Number: 715 - 426 - 1775
Signature: 9/
Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SOB-10691-P (N. 01101), and both
SSW MP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and
Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01)
Version 7.0 (R. 0312012) Page 1 of 8
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(R or C) R Residential or Commercial Design Note Sand fill (D) calwlalxms assume a
400.00 i Estimated Wastewater Flow (gpd) Table 38344-3 un situ soil treatment ror
1.50, Peaking Factor (e.g. 1.5 = 1!)0%) fecal COIa ° nr 36 vw hes-
600.00 Design Flow (gpd)
6.00 Site Slope
98.00i Contour Line Elevation (ft)
24.00' Depth to Limiting Factor (in)
0.601 In-situ Soil Application Rate (gpd/ft2)
Distribution Cell Information
60.00' Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft)
1.001 Dispersal Cell Design Loading Rate (gpd/ft)
11! Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution Y_
Pressure Disribution Information network? Enter Y or N
(C or E) .'Center or End Manifold
3.33 Lateral Spacing (ft) If N above, enter the elevation ft)
31 Number of Laterals of the highest point.
0.1561 Orifice Diameter (in)
3.50 Estimated Orifice Spacing (ft) = 11.76 ft /orifice
2.00 Forcemain Diameter (in)
20.00 Forcemain Length (ft) Does the forcemain drain back? ! - Y
89.00' Pump Tank Elevation (ft) Enter Y or N
4.55 Syslem Head (ft) x 1.3 3.26 Forcemain Drainback (gal)
X 9.67 Vertical Lift (ft) 55.97 5x Void Volume (gal)
0_.33 Friction Loss (ft) 59.23 Minimum Dose Volume (gal)
M
In-line Filter Loss (f) 27.46 System Demand (gpm)
Vd 14.55 Total Dynamic Head (ft)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. options choice in. dia. optons choice
0.75 1.25 x x
1.00 _ 1.50 x
1.25 x x 2.00
1.50 x 3.00
2.00 x
3.00 x
Gallonslinch Calculator (optional)
Treatment Tank Information Total Tank Capacity (gal)
1200.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in)
Wieser Manufacturer gaUn (enter result in cell B49)
Dose Tank Information Effluent Filter_ Information
F-800.06 Dose Tank Capacity (gal) Best Filter Manufacturer
_ 22.24', Dose Tank Volume (gal/in) GF-10 Fitter Model Number
Leiser Manufacturer
Project: ANDREW & ALEX DITTMAN Pago 2 of 8
Mound Plan and Cross Section Views
-1
v1o B
Obse alu n Hpe
Is.
A
W I
B y
1
_ L
Mound Component Dimensions
A Lgin ft E 19.70 in H 1.00 ft K - 9.21 It
B ft F 9.75 in ? 10.50 ft L 78.43 1ft
D G Q 50 fl J 5.77111 W 26.28 It
600.0_0 (ft') Dispersal Cell Area 1730.18 (ft`) Basal Area Available
1000 (gpd/ft) Linear Loading Rate 6.00 (ft) 1110 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 100.77 (ft) - - H
GiI
F Di5lx~sat CAI 99.50 (ft) Lateral
99.00 (ft)-► - Invert
Dispersal Cell
Elevation D
98.00 (fq Contour Elevation
6.0 % Site Slope
Geotextile Fabric Cover
m n Dispersal Cell
Shading Key See lateral details on
1❑ ® Topsoil Cap o 1 5 R Page 4 for number, sae,
02 Subsoil Cap m o and spacing of laterals.
n~~+ 0 ASTM C33 Sand .6 Laterals are equally
r
Ig1 0 Tilled Layer E m H0.5 It 1 vP" Lateral spaced from the.
Q Aggregate e o - - - y~ distribution cell's
centerline in the
A distribution cell (AxB).
Project: ANDREW & At EX DITTMAN Page 3 of 8
End Connection Lateral Layout Diagram
l.ru.reM l~roNS Owr tM A 36
4Ymnswn •~TYm.uP~Mll or Nw or Ga..noutplua
r P
All Wr alc s.ra.n~cJ IEX->I Fbl.s ma.a d. u..edtomdtMlx.rx S
•w.ar m.c.a T._.
Laterals 2AtdrC&ra&,n SCh 40 PVC; per SPS Table 364 3
.0li S
Fde. main comeotion vu tw d cross to mxW PN x .vy poYw
Number of Laterals 3 Orifice Diameter 0.156 in
Lateral Diameter 1.25 in Orifice Spacing (X) 3.66 ft
Lateral Length (P) 58.56 ft Orifices per Lateral 17
Lateral Spacing (S) 3.33 ft Orifice Density 11.76 f0orifice
Lateral Flow Rate 9.15 gpm Manifold Length 6.67 ft
System Flow Rate 27.46 gpm Manifold Diameter 1.25 in
Total Dynamic Head 14.55 ft Forcemain Velocity 2.80 ft/sec
Dose Tank Information Loclung cover with waming
labW and locking device and
sealed watertight
Electrical as per Nl.C 300 and
SPS 316.300 WAC - e 4 ln. mm.
thscdnnect
I ank component is p Warly vented f-- Alternate ditlet
location
Forcemain diameler
Weiser Manufacturer _t 2 in.
CaE!2cityi 800.00 Gallons
Volume 22 24 gal/inch A
1 Weep hole or anti-
Dimensiort Inches Gallons I B simon device
A 21.31 473.89 "---ttt
B 2.00 44.48 C Pump dff elevation (ft)
C 2.66 59.23 89.83
D 10.00 222.40 D
Total 35.97 800.00
Dose tank elevation (It)
3" Beddirtg u er tank. 89.00
Alarm Manuafacturer ISJE Rhombus Note: Switches
Alarm Model Number Tank Alert AB containing mercury
may not be used in
Pump Manufacturer Gould_ _ this systern.
Pump Model Number PE 41
Pump Must Deliver 27.46 gpm at 14.55 ft TDH
Project: ANDREW 8 ALEX DITTMAN Page 4 of 8
Mound System Maintenance and Operation Specifications
Service Providers Name Darrell's Septic Service Phone 715-425-1025
POWTS Regulator's Name St. Croix County Zoning Phone 715-386-4680
System Flow and Load Parameters
Design Flow - Peak 600 gpd Maximum Influent Partite Site 1/8 in
Estimated Flow-Average 400 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 600 ftz Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 efu/100 mL
Service Frequency
Septic and Pump Tank Inspect and/or service once eve 3 years
Effluent Fitter Should inspect and clean at least once eve 3 years
Pump and Controls Test once every 3 years
Alarm Should test month)
Pressure System Laterals should be flushed and pressure tested every 1.5 rs
Mound Inspect-for ponding and seepage once every 3 years
- -
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 38430 (6)(i), 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 Tum-up Detail
Finished •
Grade
6-8' Diameter Lawn - Threaded Cleanoul
Sprinkler Valve Box Plug or Ball Valve
Distribution
` ► -
445 Degree Sweep 90 or Two
5 ree Bends Same
Diameter as Lateral
Project: ANDREW & At FX DITTMAN Page 5 of 8
Mound System Management Plan
pursuant to SPS 383.54. Wis. Adm. Code
General
This system shall be operated in accordance with SPS 382-84 Will Adm. Code, and shell maintained in accordance with its' component
manuals (S8Q10MI-P (N.01101), SSWItP Publication 9.6 (01181), and Prosshre Distribution Component Manual Vor 2 0 SBD-tOf06P (N.
01/01)) and local or state nlas pertaining h system me",~" and malrtanfwe 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 shay be in accorda Tics with SPS 38313, W is. Adm. Code when the tanks are no longer used as
POWTS components.
Septic. orpump tank maM»le users, acct ss risers and covers should be inspected for water tignmess and soundness Access openings
used inn service and assessment shall be sealed watertight upon the completion of service. Any opor ng deemed unsound, defective, or
setted to failure must be replaced. Exposed access openings greater than flinches in diameter shalt be secured by an effective locking
device: to prevent accidental or uncut horired entry into a lank or component.
$wtix:
The septic gate shall be mainai ed by an individual certified to service septic tanks under s. 281.48, Stets. The contents of to septic
tank shall be dispc sed of in accordance with NR 113. VVis. Adm. Coda. The operating condition of to septic tank and outlet Ow shat be
assessed at least once every 3 yeai5 by inspection
The nutlet filter shall he. cleaned as necessary to ensm proper operation. The fitter cartridge should not be removed unie. provisions
are made to retain solids in the tank that may sough off the filter when removed from its enclosure. 11 the filer is equipped with an alarm, the
Etter sha i be serwcod if the alarm m a0mated contwo sly- Intermittent filler alarms may kdratr. surge flows oran irependdg conkwuaus
alarm
The septic tank shall have its contents removed when the volume of sledge and swrn in the tank exceeds 113 the liquid volume of the
tank If the contents of the bunk are not removed at to time of a trienrwN assessment, maintenance personnel shall advise the owner of
when the next service needs to be performed to maintain less than maximum scum and sedge acpmulaboh m the tank
The addition of biologerat or chemical addi ives to enhance septic tank performance is generally net inquired. However, i sub products
are used they shell be approved for septic tank use by the Department of Commerce.
Pumo Tank
I he pump (dosing) tank shalt be inspected at least once every 3 years. AN switches alarms. and pumps shall to tested to verily proper
ofxuvation. If an effluent filter is installed within the tank it shell be inspected and serviced as necessary.
Mound and Pressure Distribution Shratemh
No trees or shrubs should be Planted m the mound. Plantings may be made around the mound's Perimekn, and the mound shall be
seeded and mJdhad as necessary to prevent erosion and to provide some protection from frost penetration Traffic (ot ei than for
vegetative maikerance) on the mound m not recommedred since sal compaction may hinder awahoo of the idttranve surface with the
mound and snow compaction in the wintor wit promote host penetration. Cold weathor wisldtatons (OCOdur-February) ekctelo that the
marl be heavily mulded as protection from freezing,
lnlwt quality into the mound system may not exceed 220 mO& BODs, 150 ngfl. TSS, and 30 mWL FOG for septic tank effluent or 30
mgn SODS, 30 mg1L TSS, 10 AiWL FOG, and 10' cult 170 ML for highly treated ellluen. Influat flora may not exceed maximum design flow
specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the and of aach lateral. and t m recommended that each lateral be
flushed of acc rnulaled solids at least once every 18 months. When a pressure test is Performed A should be compared to the initial lest
when the. system was lsralkd to determine it oni6ce dogging has oaamrd and if entice donning is required to maintain equal distribution
within to disposal call
Otr"vaton Apes within to dspersel yell shall be drecud for effluat porting. ponding levels shell be reputed o the owner. and any
levels above 6 inches considered as an impending hydraulic fag" requiring additional, mom frequent monitoring.
Continownce Plan
If the septic tank or any of its components become defective the lank or component shall be r
proper operating oodtbn epeired or replaced to keep the system in
If the dosing tack. purnp. pump anlrols, alarm or related *king becomes defective the defective cnnpoert(s) shall be 4nmedietety
repaired or replaced with a w ripe ent of the same or equal perfmnance.
If the mound component faits 10 accept wastewal r or begls to discharge waslewvler be the ground surface. it wit be reryaked or
replaced in its' presert location by ihdeaeing basal area if toe leakage occus or by removing biologically dogged absorption and dispersal
media. and related piping. and replacing said components as deemed necessary to brig it* system into proper operating condition.
See Page 5 ofthis plan or the name and telephone number of your local POWTS regitnor and service prtwider.
Praueahnent Units
The inkrn nation and sciidle of mar-Inagenent and mainle arrP for pretreatment devices such as aerobic treatment units or cl sudodiorh
units are attached w separate documents. and are corside aril part of the overall management plan for the syslana.
Project ANDRew DC"AAAA) Page 6 of 8
Wastewater
METERS FEET
40
PE51 MODELS. PE 31, P E41. PE51
35 - HP: .33, 40_50
10 --b- 2 GPM
30 PE41
a 1 Fl -j
= 25 PE31 t
_V - - - -
i-i-
Q 20
J
/ sy
p to -
F-
10 5
0 00 10 20 30 40 50 60 70 GPM 80
r
0 5 1 10 15 m'/h
CAPACITY
PERFORMANCE RATINGS
PE31 PE41 _ PE51
Total Head Total tlead
(feet of water) GPM (,PM Total (lead
(feet of water) (feCt 01 water) GPM
S 8 61
0 10 67
41 10 51
15 l9 15 'i9
46 20 50
I`20__ - i6 1(7 _ 33 25 39
t L5_ 0 !p, 16 3C
- 16
35 g
7L,fi 3
v4~ua
Plot Plan pap S otg
PROPERTY OWNER:- Ay ALEX WT 1. _ 40 FT
(except where noted)
Legal Description:_ SW /q DF me SE ~L T?gA), Rj-,~Uj, To wti LI = backl7oe pit
~ SPRrnt~~let~ Sr~Gx ('nu~)TY W~sco~isll~l
(o•'~ 1~ccscs
- 27?1, (00 A✓~ 1070- 9_ 000 North
PRO PoseD
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DI•i•TMAN RESIDENCE i,l ~ ,t.~ • r s
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DITTMAN RESIDENCE
1;. t
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP 0F.RI'1FICATION FORM
Iicr: 1311 Cr IiT_17 014
\lailingAddress 7`-1(a J-a" 5f- lsecLOwtw tW~ `i~tix)z.
- -
Property Address 2-7f>t q+" Avm W,L. tvJ IWt SroL7 -
t
(Verification required lion Manning & Zoning Department f c constntctionJ
City/State ✓t,,-:a _4 W Parcel Identification Number3~ J/0_70 -
LEGAL, DESCRIPTION
Property Location SW 'A , i~G 1A, Sec. 3 1 , T Z"I N R 1' W. Town of S~UwY~f%tg-ail
Subdivision flat: Lot #
Certified Survey Map # N?1r/_ Volume Page #
NV arranl} peer! ti (betbre 2007)Volutne
;I,.clOuse Oyosfato Lot lmes ,:lCllt~imkbt:~ cs~c,
Sl'S'I I. NJ NIAINTI'N kNC E AND OWNER CERTIFICATION
:mproper use and maintel once of ynur septic system could result in its prrn i IdIlllrt t1 dnJ;e I'is; U
11 : 1 tl .-TI Consists of pumping t of the septic. tank every three years or soonci, it n.cd J by a h cn„d pnmpc r. \4 oat V"L: par. rdr
;a. Scs uu can affect the function If the septic tank as a treatment stage in the waste disposal system. Owner maintenance
usponsibi lilies are specified in §SI S. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County planning Zoning, Depatment a certification (Orin..igned I'i,
:nester and by a master plumber, iourneynian plumber, restricted plumber Ora licensed pumper t t i 'v „ tn,o 1 . I she on tc
wastewater disposal system is in proper operating condition andw (2) alter inspection and pumps t, I.i ❑C~css+ i, 11-, 1C.vc Lr_. i,
Ir., than 13 full ol'sludge..
I wc, the undersigned ha %c read the above requirements and agree to maintain the privau :pc ,vstcni ,.%-Ih ihi
standards set forth, herein, as set by the Department of Salety And Professional Scn ices and the Dc,,u! tmcnt of Namtal Itc.,mr_c ,
State of Wisconsin. Certification taling that your septic system has been maintained must be completed and returned to the tit. t 7,d,
t'(,tutl), planning & Zoning Depa cnt within 30 days of the three year expiration date.
Uwe certify that all statements on this form are eve to the best of myrum knowledge I tco anvatc din ow-ncris of the
property described above, by virrli of j warranty decd rcr.ordcd m Itctstcr of Dods Office
Number of bedrooms
• t
- SKN ?~TURF OF APPLICANT(S) D ~Tl'
""Any infomctlion that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with this application a recnrdal evanmil, deed trom the Register of D.cd< Office and a Copy Ol the c,uuncd survey ❑wp it
reference is made in the warrant-, Jc.ti
(REV. 04112)
6ST- 9, oIS - 1-175
^,ion of DCpsNnom of Safety and P,o(e55ia7al Services ~ I
Dwaion of Industry $eryi
SOIL EVALUATION REPORT Paye 1 or
in acoordanee with SPS 383. Wis. Ad... Godo
n~aR
Attadt atmplt;f4rtie (~YYgn pa not loss than N 1.1 x 11 inches in we Plan must Goxinry ST. ('ROIX .11 incluae. but to )t limited to vertical honzontal reference
point (BM), alveaion and PanxA LD 034 - 1070 - 9S - 000
pcrcen! slope, scale Qi., .j
diPl .nsions north arrow, and location and dislanco to nearest road.
U
tint all information. Reviewed by i z Date
Pwso•~al inf ^ Ian you Vro'uiec may 61- a avl b:, sowndary (ui P-; fP,i,a,y Law. s. lo. dA l1 trot
PropcityQvmer Properly Location
DBL1)RFS 101INSON(Buvcrs Andrew&AlcxDiummn? Govt.LOt SN';;~ SI': 1A S it T 29 N R 15 l-for)
Property (hvner's Mailing Address Lot # Bloc I! Sntx: Name or C:SM11#
9
784 200111 Strcct )
City Stale Zip Code Ptnrw. Numbo ;,ty El Village • Town Nuare.sl Rona!
Baldwin, WI 54(x)3 ( ) 601h Avcnuc
❑ New Construction OseE] Residential; Number of bedrooms 4 Code derived design Dow rate _ 600 _ GPD
Replacement El Public or commercial Describe. /
Parent material _ lotx over till Flood Plain elevation if applicable NA It
0. rat comments 6Y[/ trn< '-T-
and remmmendatiats. hfotmrl Svdcnt 1.0 11. sand fill 0.0loadinf, rate
I I Boring # ❑ Burning .
J 0 Pit Grouna Nudaceelev. 9? ?II fl Depth to limiting factor. 24 in
Rate
Horizon Deph Dominant Cola Redox Description fextum Structure Consistence Boundary Roots GPD+if
in. Munsell Qu. Sz. Coil. Color Gr Sz Sh. 'Flt#t 'EfF#2
1 0-12 I0YR2;'2 - Nil 31zbk mfr 1-s 3vfco Ob 0.8
2 12-20 IOYR3;3 - Nil 21bk loll 1-s 1vl co 0.6 0.8
3 20-24 10YR-1 A - sit mfr aw Ivl=m 0.6 0.8
..4 14-10 MYR4il ~nld of R4 rnx NA*R6` sil Il hk nllF Ivl'-f 04, 0.6
~ -
Roxin9# Benny
❑ 98.;5
• Pit Ground u,dare elev. II Depth to IimNrty f.'1(:hR - m
_ - - Sal lhcalxn R.-i:n
Hotzon Depth Dominant Cnkx Rceox Descriptim Texture Structure Consistence Boundary Roots G1,00
in Munsoll Qu. Sz. Cont. color Gr. Sz Sh. 'ED#1 'Cff42
I Il 12 ]ON,R22 - Nil lfa&sbk mfr es 3vf-co 116 0.8
1.1-20 MYR I t sil 31'sbk mfr is 2vGco 0.6 1)-h
l 20-24 10)*43 cif ' ihk mfr - --tic Ivf-m 0,6 08
,l 24-1(1 10YR4I-i mldI0YRni6,VI0%Rd,2
.il Ilabk mitt Ivf-1 0.41- 06
Effluent #i - BCD, > :iO < 220 mg+L and TSS >30 c 150 m91 ' I-tpuent 02 - BOD, < 30 mgt and TSS < 30 nxyl.
CST Narita (Please Print) - S - CST Number -
MARY 3011UPPFRT (Hnllisters Sol[ 'listin) &Desi n ~ 224832
Address Dale Cva of Conducted Telephone Number
2849? King Arthurs Court, Danbury. WI 54930 113 - OI & 05 21, 2OI N 715-426 1175