HomeMy WebLinkAbout008-1043-40-000 (2)
snsconsrr DcparmentnrCc...... vice PRIVATE SEWAGE SYSTEM Cu. n:'. St. Croix
Sorely mm Bu Id -g Dies on
INSPECTION REPORT Santta:y P=_r-r vn
GENERAL INFORMATION (ATTACH TO PERMIT) 607034
Slalc P.dn D Nc
Personai Informai on yc,provide may ne usuc for seccnnarr puposes prvacy Law. s 5.04 : i 121802479-C
PeTa it Fr. ier's Nome. City Vii Iage Tmvns•ip Pace Tax .VO:
Rick & Donna Lee TOWN OF EAU GALLE 008-1043-40-000
CST BM Fie, InSD Btvl Elev B!d Deaonpi o° SectioMTnmr.~ HangeavtaD No.
100-66 T ~F Pvt 2 15.28.16.2196
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER 11 CAPACI FY SFATION HS HI FS ELEV
fil n +"I
Sep`c
3 D sznerrark
~iQ 1 Z~ r 1. Its l l O
Dosing AIt.
]Jo kr cover a5 10J-c5 ,r
n Bldg. Server
S.6fl l d1.5o
Holding
St-Ht In et
►o• m IoZ.RD
TANK SETBACK INFORMATION SbH: Outlet
TANK TO i (i . j^JEI L BLDG Vern. to A.. toiat.c ROAD Dt Inlet
t1 !J
Ins
S
eptic e !2 Dt OA QLt&V
Dos ng ~r rl .J G1 IJ•72- ~•y CJ
Headerblan. 1
3 lb~•32
Aeration Dist. Pipe kkr
UPS Ill IOb. So
Holding Hot System •r O
7-62 v 10
Final Grade
PUMP/SIPHON INFORMATION Oy 5o 070
Manufacturer Demand •er Q
b.J GPP.4 COvlf ~ • 1~ 1~~• ~J
P.lodel Nucibcr
P E 1 Z~ ql!ilii
TDH Li@ qq1 Frictic8loss System Head TDH Ft
(o. It 95 1 Al con~~r 10 ~S.00
Fo,cerna r Length 1 i3. ~1r D sl ro :'icll
SOIL ABSORPTION SYSTEM
BEDrTRENCH .1 engir pf'~ULLTYJJ No Of -cr ere tj- PIT DIMENSIONS NuOf Pia Lq-ul Depth
DIMENSIONS L SETBACK TO BLDG 1 WELL LAKE:STREAIA LEACHING Maru'actwer.
INFORMATION CHAMBER OR
GVt
`a oe CI System 1 cot
UNIT R,>del NVrrpvr
Pi ou
~yl > t 53
NA
DISTRIBUTION SYSTEM
I Icadcr'Marirn d l if D Mrp [,cr 1 1 z Hole Size v Hole Span nit Vert tc All I ake
-F Pr -,psi N 1
Le^3th~,~/ I D.a ti•~5 ;i,~y_ 1ha_ Spac na Z- 33 5132-1 3_c, P1
SOIL COVER x Pressure Systems Only _ xx Mound Or At-Grade Systems Only
Deom Cver f Depth C.'er zx Cepir 01 xs Seecnc "ted xx tfulc-
ftedllmnc" Cer'ter Hee:NVncn Edges lopsci 1
• l• yes No es nb
COMMENTS: ;Include code discrecencies persons present etc ; Inspecticn pt ShR W Inspection s2
Location: 2465 C1 Y RD N V • "I -1 q / ne44004
s
i Alt BM Description CA,.*j e 6',` I• SD - 102 kD CkA~ oc S
) =
2 Bldg sever length -amount cf coverCONP
t- ~ O
Plan revision Required? I Yes Use other side for additional informajNo O 1 I L _ _~F~ _ ` 1/ _ 1 1 i + 1 rt. `1 105
\
r,., Date _lois S?ni Cert. No
_ 5Ar~ 7Qa
.
Con-- ~~C' I
Safety and Buildings Division
`t U 201 W Washingti5n Ave , P O BOX 7162 Sv+ir.+^r Prrw Numnc: im to Slid m b Co.1
2
SPS MAR. Q 2019 4Aadiso 15 07 .1 61
-.xir ` swt<T:nnsn.Um, `luw:•'
~anita)-y Permit Applica
_ C
L+ uwrdaa a wvh \PS 3E 1, I Nt'._ - ( s i:o n n mil ~['thrs mgt to L • gyp. np t oc mental utul 1 l ;;4 7Y
eauiled pour Csteirtu lz.. : ul \v c Ap, Pv...r nn )tuns for s..a ?a ~..d PO , 1 N sc i i[:cd to Project Address ?'if uacrcm th;m m' JI::g a~dcc.~;
.D?.p.rtmen[ 1 \n -rat I i t I 1 Pen.?nal m rtalmn cuu ynov ide u+ao be u;eJ t :I a m,ian
runv'cs iii u c J uc, uiL P,na,-, I„v? s 13 1,411 I C St.l... Z
G C t , y
I 1ppliatDUn I-formation l lcusc Print All Information r/ e p
1 r Uan.t _Po'cel it
Pralnar; O?sr~:'s D.kaarng 4ad:us s3_ no-n Propel Lee/_c_~3 -~o~ n 7cC~
7 ~7 L- C~ r Ff V F Gout. Lot
lr+, State 7ilt Ca'.c Phone Number , Section
('1rcIccil:i
L,(-) / Z r 4 n K ji r n v
I~~Itt 'I ype of Holding (check all that apply) /~,,c//`1 LcI ~ _ _ rycI nr3 Pantdu ll•.urllrnp-Nu:nbcr ill Hcd:nms r / r~ euWi :>ron \unc
- Kek a
at. uA ?C%-
1 ❑ 14ioli..'Ccm:ncr. ial - Ucscribc Usc / S n Cnv of _
J Stare t7uncd Clexabc Lse CSM N,.r:b<r ❑ Vi;luoc of _
~Qt X (00' 1AIM14 CAA I I F9 Tou.nof Fret is 4- L.c C -
ll1. Type of Pcrnnit: ((-'heck only one box on line A. Complete line B if applicable) 7~ Vs.
Nttv S;>r:n ❑ Kcpf:vcmcnl SV's:cm I'reatnlcnUNoldmg 1'enk Itcpl.3ccalcr.l (.lily ❑ O the, M1todti:cauon I,) Larsung J)•s'tcm Iexplam:
4B Pcema Kenna: ❑ ['mild I is+a; ❑ Chattel: of P' woi,, Pcrritl'I rZel5ter to New Its: 1': e: ieus Pcrmif V;:n+`.!: a:x flrac Issued
arc Pxpva:im 1 0,ocr t
of PONVCS S_cstem'ComPoncnUDesicc: (Chcek all that apply)
: r ea In-cr. ta?d (J RcsnurieeJ h. Cnow it Ll A:-G,.J, X lo-n I ` !4.n ~ot aou;+ble xo 1 ❑ Nlu:na: --S u d nrde n.al
flal3in~ i:~::: ❑ OJrcr Ulspcrxnl C'nmponcnt Ycxplami _ ❑ Pletrcitment Device (csplam)
N Ur pcrsaL I rcaouenl Area Information: - - - hC_ f ({.q-/ e
❑ F.O' I-I DesieJ1 So:+ Appli.ala . Kate(gpds?) Utspci Area Rcyuredss!y Drsl < s+. Area Pr Sja'ao Uk-Oabcm
6
N'I. Tank Info Capacity v-. 'I otal rio: Nhmcfscw:et
Gi Ga::nns Cnks VE41
New ie:d:s Eaisling'l unk+ L{j Cf1- •y ` .P' _
S Na r 1'Uxi;'I'aak
VII. Responsibility Statemenl- 1, the undersigned, assume responsibility for installation of the PO\l L S shown on the auached plans.
I'.wabu'st c fl imi Plumber s Signature Ntl'::bttRJ \u:rbc: Husita~s f;:onc Nuntbcr
Pl..utrrs: dr<s>(Jlreci, Cin•. State. Zip Ccdcj
L L'
M1'IIL County/Department lac Oil
15G.Proscd ❑ Di sap pro'red Permit P' Ua:<Lssscd L. oh+g Agcn Seim ure
+ jJdf0
❑ Owmr Given Kcasetn ror Dana:
1\SYndiitiuna of c~P,)FnuaL Rcasnns for Disapproval 4.a.- ~a
3) CohoQ 1 `r+'e I r1F II tl~rlf' t r fI ! ( r f~-~ I~
di r.I u:: ! ='.I I ni :ntiz.1 Iti Q.WCt~ t'Y 'CklS QC-1'N•~~.~
ti alli t]c I+_ {I I v; -lilts-' 1
2. All SClb1 nr 01111'1 klt I.,`It iI n+b.~r.-d ~ ~ ~ ~~T •r ( _-f
IF, Per ' - At Y {o njt Ir G am fur tb<syslerv and suhmn to the Cnunp uul. oo aper n K•>s tbao g L: x 11 imhes in vier
SBD-6398 (R. 11!I 1)
ST. CROIX COUNTY
SITTICTANK .MAIN f L•'NAN('1{ AGRI?GMEN'I
AND
OWNERSI I I P (LRTII(CATION POR%I
O%vncn Buyer _j !Cf f Mo - n ~k0ailingAddress Z57f5 Z-c"" /,.z 1>A1.f) c rocz_
Property' Address Z`t 45 if PI i'R.I tit L! ~ •r Jv~~~ : Lv ~~foz~>
(Verification required front Planning & Zoning Dep) nt for new construction.) - -
I
'1. 0 ~u Parcel Idenlilication Number CJC' fG - ~j~C~ - OnC
LEGAL DESCRIPTION
Property Location `~a~' 1=~ Sec. ('T ..I. 2$ N R W. Town of L>av C"Az~Z
Subdivision Plat:- Lot N
Certified Survey Nap t! Volume _ . Page g -
Wai-ranty Deed 0 ZQ Z (belore 2007)Voltunc Page tL_
Spec house ❑ycc(lto Lnl lines idenlifiahlc [3ycs0no
SYSTEM MAINTENANCE' AND OWNER CERTIFICATION
Improper use and [maintenance of your septic ystem awld result in its premature tailor: to handle %.-anlas. I'mpcr
nurnlenance consisl.s of pumpigg out the septic tank every three years or sooner, if needed. by a licen.cd purnper. lt'hat you pill into
the system can affect the function of the septic lank as a treatment aagc in the wade disposal systcrn. Owner maintenance
lesponsihi it tics arc spec ilicd in ASPS. 1) and in Chapter 12 - St. Croix County Sanilary Ordinance.
I he property uwner agrees to submit to St. Croix County Planning & Zoning Acpartment a cerlifiouion form, signed by the
owner and by a master plumber. journcym;m p:umin•r. restricted plumber or a licensed pumper verifying, that (1') the on-site
waslewalcr disposal sy:wcnm ism proper opci:euig condition mdlor (2) alter inspection and pumping (if necessary), file optic. lank is
less than 1:3 full of sludge.
I/tvc. the undersigned ha%c. «ad the :rh,,ve requirement, and agree it. imumain the pri%alc sewage disposal system with the
standards set forth. heroin. asset h) dx Dcparlmem of Safcl% And Profcs>foiml Scr%iecs and the Department of saulral Resources.
State of W'isconsitt Ccaificaliun staling film your septic system has been main[aincd nnea be completed and returned to film St. Croix
Ctnrnly Planning & Zoning Ucparmn:of within .'0 days of the three year expiration date.
Pwe certify that all stateuntnls oa this from art: true to Iho best of urv our knowledge. hue antharc Ike owner(s) of llfc
pi opcrly described abo%c, by virtue of a" ariantv deed recorded in Register of Deeds Ollicc.
Number of bedrooms A/
A~.~
GNAT Rr OFAPPUCANT(s) DATE
R14A11y inforMillion that is imsreprescnted may resuh in the canna-y permit being rcyokcd by the Planning & Zoning Department,
Include wish this application a recorded v;arl'3nty (Iced front the Rerisicr of Deeds Office and a copy of lire certified survey oral) if
relerenc is made in the w'arramry• (Iced.
(REV. 04.12)
DIVISION OF INDUSTRY SERVICES
233' SAN LUIS PL
CREEN BAY WI 54304-5211
S Contact Through Relay
P S htlp:~:dsps.wi goviprograrr'.simdaslry-services
Scott Walker. Governor
Laura Gutierrez. Secretary
December 10. 2013
CONDITIONAL. AI'pl2(ri' AL
1•LAN APPROVAL EXPIRES. 2020-I_'-111
Plan Review: PW I S- 121802479-C
MARY JO M;PPER 1
.'.8497 King Al7hurs CI
Danbury WI>4830 -r
w-
~-~"•1
SITE: Rickey R. & Donna M. Lee
_';hlC111A
Saint Croix Cowlty
I o\\ it Of FAIJ GALI.L.
Mound ('onlponcnt Manual Ver .'..(1, SIM-10691 P
IN.01`01.K I0;i_'I
1'ressrrc Distribution Component %Lumal Ver. 2.0-
SRD-10706-1) (N 01!01. K 10!12)
Dewriplioir: 600 Gl'D (4 Bedrooms :Yew Cmistruclioo)
M:utcnance Required
"I ire submittal described abm-e has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDI IIONALLY APPROVED. This system is to be
constructed and located in accordance with the enclosed approved plans and with any uanponenl manual(s)
rctereneed abovo. The owner, as llofillell in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance
with all code requirements.
\o person may zngage in or work at plumbing in the slate unless licensed to do so by the Department per x.145.06.
~tnl z.
The followin, conditions shall be nicl durin, construction or installation and to to occupancy or use:
• Preserve dispersal area prior and durin, construction to avoid disturbance, compaction and use of the site.
• NVilh new construction: it is recommended not to activate the pump in the dose tank until the lank, arc
pumped prior to homeowner occupancy.
• Wastewater generated from contractors cleaning of equipment and tools and or left over construction
products shall not be discharged into the drains discharging to the private onsile w'aslewater treatment system
(POWTSt. Waste generated sh:dl be properh dispoxd of on-site or olTsite.
• Any tall grasses. leaves and shrubs shall be cut short and removed prior to tilling the surface for immllatiun to
preVCOI nYn11111' under the dispersal area. All loose organic nraerial to be removed from mound area.
• Divert surface stater Irom POW-IS Area.
• Prior to construction of the dispersal area. check the moisture content of the soil to a depth of 8 inches.
Smearing and compacting of wct soil will result in reducinc the infiltration capacity ofthe soil. Proper soil
onrismrc coatem can he dclermincd b`, rollilw a soil ample between the hands. [fit rolls into a 1 ~4- inch wire.
the site is tot) wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not
proceed umil it dries.
• All piping shall conlbnn to SPS Table 384.30-3 and SPS Table 18-1.10-s
• Insulate building sewer beyond 30 feet per SPS 383. i0 ( I I )(c)
• Well setbacks to meet chs. NR 81 1 k 812
• Tank Installation to Iirllow all manufacture's recommendations.
• SPS 383.54(1 )(e) The management plan for a POW I S shall specilicall'k address the scrvicing mechanics ofan
aerobic or anaerobic treatment tank or a holdine lank where either of the lollowine conditions exist:
I. The bottom of the tank is located more than 15 feet behm the elevation where the servicing pad is located.
The bottom of the tank- k located more than 450 toot horivont:dly from where the servicing pad is located.
• Verit'v properh' Inlets) prior to installation.
• Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet
TIM and GPNI Specifications.
• ,Areas th:d A r C occupied lU1 1 rr; 1, it 1llI I,(t I Q .uOI>. I :lad. ~.,.rldi I~ In -c t he:.e rna,u I~f sni'.
il.:idc it~ Inv:.'rr nCalruCC1. If11 o11 jI t it zilaLlc. ucC> in I[l ba .rl ai Gr 0111:c ;t ii l.lmrrs1 ^C evil ..I`
al 1 1 r I t I IcvCI ;A :.Lies lilt :era 1 . n~c.,.ury c:rcn am ~,I 11!c ubrr~c ~nna;l i,,n. .rr c;u~~un:crt d, ro prov idl,
-.L'1 ; it in ti b.r at
.r, .ire r.
Owner Responsibilities
• 1 he current owner. and each subsequent owner, shall receive a copy of this letter ineludine instructions relating
to proper use and maintenance of lire system. O\\ners shall receive a copy of the appropriate operation and
maintenancc mamral and/or owner's manual for the 110\k I'S described in this approval SPS 383.54(1).
• In the event this sail absorption system or any of its component pill(, malfunctions so as to create a health
hazard. the property owner must billow the continf-ency plan as described m the approved plans.
cope of the approved plans, specifications and this letter shall he on-site durin;t construction and open to
inspection by anthori/ed representatives of the I )eparlmem, which mac include local inspectors. All permits
required bg the state or the local municipality shall he obtained prior to commencement of
construct ion! in_ra I lat ion!operat ion.
In granting, this approval the Division of Industry Services reserves the right to require chances or additions should
conditions arise staking them necessary for code compliance. As per state stilts 101.12(2). nothing in this review
shall relieve the desi;,ner of the re pousihilkt lirr desifmim, a sari- building, structure, or component.
Inquiries connrnins (his correspondence may be made to nu in the telephone number listed below, or al the address
on this letterhead.
I lie above Zell addressee shall provide a copy of this letter and the POW IS management plan to the owner and any
others who are responsible for the installation, operation or maintenance ofthe POWTS.
Sincere~l/y, p
I all Vander I.eest
I'mate Sewage Plan Ke\iewrr , Division of Induslrv Services
(920p492-2214. Rion- Iri. 6:00 a.m. - 1 -30 p.m.
MOUND AND PRFSS(1RF DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name: RICKEY R & DONNA M. LEF
Owner's Narne -(Same)
Ownor's Address 2378 20TH AVFNUF
BALDWW.1rVI 54002
Legal Description: SW 114 of the NE 1i4. S 15, 128N, R16W
Township EAU GALLS
County ST CROIX
Subdnrision Name: NA
lot Number NA Biock Number NA
Parcel I.D. Number 008 - 1043 40 - 000
Plan Transaction N,.)
age 1 index and title
Page 2 Data entrv
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
F Page 6 Management and contingency plan
y ' Page 7 Pump curve and specifications
- Page 8 Prot plan
Designer. Mary Jo 1luppen License Number 1859-007
Date 12/07/18 Phone Number 7":) - 126 - 17
Signature:
Designed Dwsuant to tn.,
Mound Component Manual for ?0101TS Version 2 0 SDB 16591-P (N. 0`:01and both
SSWNIP Publication 9.5 resign of Pressure PAtrbuhon Networks for ST-SAS (01;81) anc
Pressure Distnbutior, Component :'.9anua; Ver 2.C S8D-10705-P (N. 01101)
Version 7.0 (R. 03/2012) Page 1 of 8
Mound and Pressure Distribution Component Design
Site Information
R Residential or Commercial Design Note: Sand,.i ir, caiwiabons aasums r.
400.00 Estimated Wastewater glow (gpd) Tabic 333 44 3 soil treatment tor
feral codfo!m of 36 inches.
1.50 Feak nc Factor (e.g. 1, 5 = ! 5C*;
_
F_ 60C.00 Design Flow (gpd)
19.00 Site Slooe
105.00 Contour Line Elevation (ft)
36.OG bepth to Limiting Factor (in)
0.60 !n-situ Soil Application. Rate ('gpd!ft21
Distribution Cell information
60.00 Dispersal Cell Length Along Cortour (ft) = 0 GO CeU Width {ftj
1.00 Dispersal! Design Loading Rate (gpd/ft`)
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution Y
Pressure Distribution Information network) r v r N
-r ` c Center or End Manifold
Lateral Spacing (ft) If N above, enter !tic clevatior. (ft)
3 Numbet of Laterals of fine highest point.
0.156 Orifice Diameter (in;
3.50 fir r-r; Orifice Spacing (ft) = 1.1.76 ft`lonfice
2.00 Fofcomalil Diameter fin)
Q " 28.00 Forcemain Length (ft) Does the forcemain drain back? I Y
97.00 Nump Tank Elevation (ft) -rater Y or N
4.55 System Head (ft) x 1-3 4.57 Forcemain Drainback (gap
8.09 Vertical L~ t fft) 55.97 5x Void Volume; (gal)
7r 0.46 Fricuon Loss ff',) 60 54 Minimw^-~ Dose Volume (gal)
j 0.00 In-line Fii;er Loss 'U ZZ46 System Den;and (gprn)
d , f 3.1 G 1 otal Dynamic Head (tt)
Lateral Dianmeter Selection Manifold Diameter Selection
in d-a option rno,cr in dia on choice
075 1 _ 1.25 x x
1 00 LSG
1 25 2 l on I r-
L5T x 3.CC -
G.~li R
.3 00 x
Gallonslinch Calculator : ;i:o-:a l
Treatment Tank Information Total Tank Capacity (gal)
1200.00 Seotrc Tank Capacity lgal) Total Working Do'uid Depth (in)
Wieser Manufacturer I I valiin Tenter result in cell 649)
Dose Tank !nformation Effluent Filter Inforlm?atlon
803 CC Dose Tank Capacity (ga:) Bost Filter Manufacturer
'2.~4 1O se. i5.^.n wGi+.i:uc (yCri ii ij v± -1
i i!;er i'vi6dci Number
VVelser hAanutactamr
plolecl RICKEY R & DONNA M LI E Page 2 of 8
Mound Plan and Cross Section Views
1110 B J
i Observation Pipe ~3~ -
K
O s~ O A
1
L -
Mound Component Dimensions
A 10.00 ft E 2,980 in FI 1.00'1 K 9 66 ft
3 60 00 ft F 9 25 in i 25 61 ft L 79.33 ff
u 600 in G 0 50 ft ,I 3 38 ft W 38 ~9 ft
6 000 0 (ft') Dispersal Cell Area 2136.63 (fl` Basal Area Available
0 co, (godlft) Linear Loading Rate 6 00 (fti 1/10 B Obs_ Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Graae 107 27 (ft) - - -
G - G
0550 (ftl_ I. / Dispersal cell 106.00 (ft) Lateral
~ Invert
7i. pe~sal Cell ~~I . ! I ~
Elevation
Fu, L41
105 00 (ft) Contour Elevatinn
19.0 % Site Slope
Geotext le Fabnc Cover
Shading Key a T Dispersal Cell
See lateral retails or
- = Topsoil Cap o 1 5 ft Page 4 for nimbef. size,
21 _I Subsoil Cap e o U and spacing of laterals.
J 1. AS fivl C33 Sand :o i i r Laterals are equally
o P
Tilled Layer = a 0 5 ft I Typical Latera: s aced from the
a I distribution cell's
Aggregate < o center ne in the
A distrbution cell (AxBy
Prc;ecl: RICKEY R & DONNA M LEE Page 3 of c
End Connection Lateral Layout Diagram t
ul•w•f ty ll ..u l..., vIJI Yt Y. F•I.. J
r t'
All
beer ]1 > c a<nn; st -
1. ] alv rc•acee
I Fc.lCp mw.. ..n [...>ov ara....-__ ___-_ny [^irn••--_--~
Number of i_aterals 93 Orifice Diameter 0 156 in
Lateral Diameter 25 in Orifice Spacing (Y.) 3.68 ft
Lateral Length (P) Fg,56 fl Orifices Per Lateral 17
Lateral Spacing (S) 3 33 ft Ori:ice Density 11.76 f0onfice
Lateral Flow Rate 9.15 gpir Manifold Length 6 67 ft
System Flow Rate 27 46 gpm Manifold Diameter 1 25 in
Totai Dynarric Head 13 ^C It Forcemain Velocity 2.80 fusee
Dose Tank informaflon
t.ockinq cover •wth warning
label and lockhg device and
sealed watertight
Electrical as per NEC 300 and r--~~~
srs 316 300 Yt'AC 1 - I -r y n. min
Tank conlponeni is propeilyverte(i J L4 C"-- wternate curler
1 I \.I i I location
`~i Forcemain diarnete:
6Neiser Manufacturer Ell 2 in
i'an2rlty t2Qn f)Q (~~1!nnc i 1-
Volume 22.24 galltnch A
VVCCjI IIUI VI ifllll-
Dirnansl0n In%rles vallon5 sipno,I device
A 20 35 452 57
CC;- 2.00 44.48 C d I I ?:Imp off elevation (ft)
t--~ J 2 72 60 54 97.91
r? 10 90 242 42
Tctal 35.97 800 00 D r-
j Cosa tack elevation (r)
3" Bedding uncter?ank _II 97.00
Alarm Manuafacturer SJE RhonlLlis Nete Sv;ircha„
Alarm Model Number Tank Alert AS contaimnc ,erctl y
may not be'-,sed in
Pump Manufacturer Gould his system.
Pump Model Number PF 41
Pump Must Deliver 2? 46 gpm at 13.10 ft TDH
Project. RICKEY R & DONNA tvl. LEE Page 4 of 8
Mound System Maintenance and Operation Specifications
Service Provider's Name !onnson Sanitation Phone 715-273-5811
POWTS Regulator's Name ST. CROIX COUNTY COMMUN11Y Phone 715-386-4680
System Flow and Load Parameters
Design Flow - Peak 600 gpd Maximum Influent Particle Size [_18 in
Estimated Flow - Average 400 gpd Maximum BODS 220 mg/L
Septic Tank Capacity '200 gal f0axhnum ;SS 150 mglL
Soil Absorption Component Size 600 ft' Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfui100 mL
Service Frequency
Septic and Purnp Tank Inspect anclor service once every 3 years
Effluent Filter - Shculd inspect and clean at Icas! once eve. 3 years
Pump and Controls Test once every 3 years
Alarm Should test mcnlhly
Pressure' ystem Laterals should be f sned and pressure tested every 1 5 ears
Mound inspect for pond :!7g and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384 3C-1, have a watertight cap,
and are secured in as shown in the mound component manual.
2 Dispersal cel, aggregate conforms to SPS 384.30 Wis. Adm. Code.
3. All gravity and pressure piping materals 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 struct:;re and other disturbed areas will be seeded and mulched to prevent soil erosion
and heip reduce frost penetration.
Lateral Turn-up Detail
Finished
Grade
r
6-8' Diameter Lawn _ - T.nreaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribu;,on
Lateral
- - Lon Sweep 90 or Two
- 45 Degree Bends Same
Diameter as Lateral
Project RICKEY R & DONNA M LEE Page 5 of 8
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
This system utcel tw opsr8eo in accordance o,:h SPS 382-841NS Adm Curie, Inc shall maintained I a'-r rdance •wM7 Is Compener-
nancals iSBD-if.69LP (N.JS1U1h SSdo%NN ' Puhhcalion g It icl.iI;' Intl Prasscra CsInbutht, Compnnenl Mawa 11 2 0 SSC-t J. Cn I I'
m.d local ur slate rW,•s p:rfli•u.q to system r-amenamis and rnrintenance re'rolung
N. end Should ever emet a septic or dump tan. srce dangerous gases may be reeaent Nat mould causu death
-ii and pvop tank abaa"Lind em shall be in accordance mtn SPS 383 33, Ws Atlm. Code omen the tanks use no longer dead r:
F .4VTS corn punenls.
>eptin c; pomp tank marhale rises, access risers are savers should tie inspected for walm aylanc~; and sonnaness. Access ppenirga
d for sennce and asse<_amer.. snad be seals..'. %tatamght upon the complelieo of scrivii Ary cmi deemed unsound, detective. J-
.sect to fad-we msl be replu'ced, Cxposed acres upenm0> greater t..an 8-mc1aS in dameter wall be secured by an effective locong
jr., to off--ii t acciderm it, unauthorized tirt , Ntc a Limit 11 Corn I'Crit
afro Tark
' Pc septc tank shall Lt' :aaurau,cd di an ndmidual ce:ldred tc ei septic tanks under s. 281.48. State The contents of tie sapL::
-.n.-: to d~s;;osH7 u• :n accordarce'rnVt NR 71 J, Wis. Ad (i Tre operating cenWDOe of the septic lank and oula" Filter Sham DC assesser.
,t once every 3 years b'y ~nspeotAn
I to outlet filler sawi b? !'caned as necessary to ensure proper operation. The filter cartridge should not be -emoved uness provisi0rs
made to retain solids in the ta-lrk Vrat may slough off the filler when removal from its er csure. II the tiller is equipped Win an alarm, the
th i snag be. sent 1 the alai.. rs ai-tvated coctimnusly Interrmtlert nii alarms may irdscate surge fmv%or or impending cnrtl;nwue
rT
The ski tank shall havo its contents 'emwed wht -f Via volume a sludge and scut:, in the tank -exceeds V3 the kgmd 'uol.ime o! Los
to [Ik It the contents of the lank arc• not removed iii lime of a I! enrial assfsemerl, mairterence personnel shall admse the owner of when
, f.xt service -zeds to to pedornred to m;vinteri less than maxunur t sewn and sludge awamuli in the lank
Tre addition of Drolollcat or cherrottal additives to enhance seow lank Performance is generally not requced Howavcr, f such produc!s
:r r iSe(I they shah be aptya'sod for report lank by the Cepa4mert of Com' s.ice.
Puma? Tank
-he oump leasing) tank shall be:rmpected a: least once every 3 years. A.II sn•2ohes. alarms. arc ion,,, ;Fall ar tes•ed L: vsitl, prsp:r
:a.rc:mon. If an ef`.leem Liter is Instated vvahm the taxiif it 6@r11 re inspected anu so viced as recess a-';
Mound and Pressure Distribution System
No trees w shrine Shoald be panted on the mound Plantings may ce made Intend the mndnd's Ines im=.:er arrtl tile see to
sordid and m4ehed as meCeSSSai to p'eJent erosion and to pmvde some protection "i frost peneirahd5. 1 rrdhr. f:n-)w t',au Ipr ,.gCiof,e
ne-i tN.n9ni on freee mound rs net f"ornmenced site, soil compaction error tinder aeraton of :he mhi ivc , ijdace ,rd^m the ri- i.^d and
srr,v: compaclon in the winter wfl~ pramole [rest I'v_'roYaii Cord weather iretzlabuns ;ODUber-February) d,clate that the mound de nea:aty
i is.c as p•otedlop from `,ef ing
1-if ver., quality rlo the round system may not exceed 22L n:gIL BW;. 150. mg/L TSS, and 30 raVL FOG for septc lark eft-aeon n: air
COO... J r i_ TSS, 13 and `C• c1tVIC0 -L for tighly ircated cl5wnl. InMront. f!a:' may not rxcead a,,.xlmuri desgr
-rti d Ir Ire permit `or this irstal;xion
i F¢ press ire d5ttihdtio^ system G provided wah a n'Isling point little mad Vouch lateral, and :t i6 wommerdee! nazi each lalera. be
'hc:red d.` accum V'Jted solids at least once every 18 ma ih5 When a pessure lest is pedormedit should be cemfared to :he initial lest %v-v-,
i`I, zy>lam was millall¢d to determme d orifice Lugging has cccurtec and if orifice cleaning IS :ugc;Cc to maintaln .td, as merit LL cn v: thin :),c
tl";1'lSs Cali
.Sci-vason pipe vchm the dispersal cell shall be ch¢ckad for eH:uen; pdnding Porxlirg resets sea., be re;:'itL : tc i,, 1.,i: r end an,
,,vrls atnve GincP.as corsitleted as an Impend rig hyAraullc fail.ue recurring addlvanat• mont frequatt ins rig
Contingency Plan
the septic tan, or any of its components become deleCtve tnc lank or comparwm shall to repaired of rnclz"e.c t- ki the. ^.ter n
"i operafng wndgion
lire dosing :ark, p.lmp, pump COeitols, alatT. dr Tated'armi bectrmes detective the defectw rckmporlenub) seal e, in•.m Hiately
.,aired or oplaced wit, a vxnori cif the some or equal performance
'.f tie mound component lv,; to ucrept }vasteweler or begins to cischargc '.vs.^,tewaler to the grc.md SLrface, it vnl: toe repaired o- Mp,Ja ';`t
. t_ pi. ticin location by ircreasinq basal area it toe leakage denote or by removing b.dogically clcgged absorption and disposal ¢ied,it end
'It,. red apnq. and repWirg said components us detimed necessary to taing the system rdo prupcr o resting cordison.
'cc Folic i, of 11, teat for me came and dkeF'ncne nurr'bur of'iue: ' ;cA I--'n'vTSregulai and den'ICC ceo••ioe'
Pretreatment Units
Tte mfoundito a•rd rr~dul¢ or manenagemi and malntenarce to- prat, ;ib^, ant ig:'Jioas such as aerodre hcatn•.er urns or disiMectoa
.:n:s etc Itaur.oc us "q'aral5 mc.Iments and re onr:rdered pat of Ni, ovoiall managenen; plan ',a tFs sysfvnl
1 ..jeCf- ~-~)~Y.vtY;~-I'_1,.ti,rv;i- ttt ."29eG6` 3
t r i. L s l+.r --:L k
Wastewater
METERS FEET
40 opt Pt 31, PE41, PESt
PE51
HP: 33, .40.
35
10 Y 2 GPM
30 PE41
o
z 25 PE31
a 20
z \
0
J
Q 11
/G
5
0 .16
10
5
V
0 00 10 20 30 40 50 Fio /0 GPM 80
0 5 10 15 m3/h
CAPACITY
PERFORMANCE RATINGS
PE31 PE41 PE51
Total Ocad Total Head - -CPM r lotal Bead GPM
UmA of water) GPM (feet of water) (fect of water)
'U
E]5 4 6'. -
- i9
1,~ 42 irl S) `
w 29 i 4G 50
n 33 4 25.-_ 39
20
~ rq 7r 1 fC 26
_
1
raKe 8 Ot q
F- 4
PROPERTY OWNER: t,!!IKE~ R, y 00,40J A /t/1 1" 40 FT.
(except where noted)
Legal Description: f'CL., f-DCATE, iN THE °,W C,r rhE ,yE~y .15
Ltj = backhoe pit
_-IOWJJ 6i` E.r1U (-ALLY =a. OPCly
{S. 'fvl.^
~D!?-lOrl:~-NO-OCO% C,T.ft. Aj
North
M$
IoF
lot' 00
0. f'
1~- 701'
'A, pve
1\ / .4C 1(1(~ I(Z-zvh =rr
WEU- TO FL .
%.5' F.RaM sEf+r~c. 'rnNK yFr y.
jSO~tQ,oM ORAiNF=rGCD r;' %•.^cJ ~ °l'
f
Site location:
.6~
nee 3~~@ ~ tr
K
Wisconsm Department of Safety and Professional Services 7-Cl^I-t• .O CST- LO (U - 3a--
,~ivision of Industry Setvir os'r,
SOIL EVALUATION REPORT Page of 4
`in accordance with SPS 383. Wrs Adm. Code
, County ST. C'ROIX
Attach complete sitgppn ya %per not+ess than 8 112 x 11 inches in size. Plan must
include but notLMtAd Yo: vertical and horizontal reference point (BM). direction and Parcel 1.0 . fl -1043-J0-000 11 3
percent slope: scale or dirnemions, nprt ' arrow. and location and distance to nearest road. 15, :)V,)6 , d
print all information. Reviewe by Date
Personol mfor!!i4Dn166Provide may tm used for s WW"ry pvrposes(Pnvacy Law. s. 15.ry1!')imin
i
Property Owner Property Location ❑ E
RICKEY R. & DONNA M. LEE Govt Lot SW 114 NE 114 S 5 T 28 N R 16 E (or) W
W operry Owners Mailing Address L# Subd- Name of CSM#
2378 20111 Avenue
Crty State Zip Code Phone Number City, nUllage Town Nearest Road
Baldwin, 1 WI 1 5:1002 (715) 222 - 4251 q& 5 CAA 1. N
j0 New Construction UseE] Residential I Number of bedrooms _4 Code derived design flow rate 600 GPD
iE] Replacement Public., or commercial - Describe:
Parent material silly alluvium underlain by sandy oulwash Flood Plain elevation ifapplicaNe --CIA B
General corrlrrlents Mound System 0.50 Il. smd fill 0.6 loading rate zw. ,t
and recommendations: k
Z a~
14r , C.7.//. Pr
F] Boring # D Boring 58
O Pit Ground surface elev. 11 1.30 B, Depth to limiting factor in.
Soil A lication Rate_
Horizon Depth Dominant Color Redox Description Texture Structure Consistenco Boundary Roots GPD(ft
in. Mansell Du- Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Ei#f2
0-9 IOYR3i2 - sit 21sbk nift CS 2%l'-n1 0.6 0.8
9.36 IOYR42 sit 2111sbk mfr ON, Ivr-n1 0.6 0.8
3 36-58 101'R4;6 S Osg fill aw Ivf-f 0.? 1.6
4 59-63 7.5YK4'6 fzt,vR<~r, Is _ 0> n11 - 0.5 LO
Horizon .i Ilas sums er '0 25',
Ii
' Boring # Boring 101.60 40
Q Pit Ground surface elev. _ _ --ft. Depth to limiting factor _ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDrB'
in. Munsell Gu. Sz. Cont. Color Gr. S7. SR 'Ef#t1 'Eff#2
0-11 7.5YR2.5 3 A 21'sbk mvfr C. 2%f-co 0.6 1.0
11-40 I0YR43 A 2nlshk imIl. c> Ivr=m 0.6 1.0
1 3 40-48 2,5YR46 R1'5YR4+6 ,c.:1 Om mli 0.0 0.0
E(luent #1 = BOO, > 30 < 220 mg4- and TSS >30 < 150 mg1L ' Effluent #2 = BOD, < 30 n-91 and TSS < 30 aVL
CST Name (Please Print) Si e CST Number
NIARI' JO HCPPERT Hollisler's Soil Tcstin •&Desi m) 224832
r Address Date va r ron Conducted Telephone Number
2S497 Kinr Anhurs Court. Danbury'. WI 54830 05 1-6. 20 18 7 IS '126-1"?5
Plot Plan Page of v
I
PROPERTY OWNER:
-,~K R IJnuNA M, l_c-- 1" qp FT_
(except where noted)
Legal Description: I~DCATED IAl'I HE SVJA of rryE NESEC./S
backhoe pit
TzSN, x1/oWI -70WM OF EAU CMLLE r-r CIROIKf,Ov Wy-, w15e0Nsrnl SdOAet<L-S
pOg_104~-NO-000~2yh5 e-731. if
North
i
('E; oFroSa= G ~ Qp ~
e /1
1- $MaF PJ!'
~ f'~Pgd ABpOE
MA 1.7eV eF
0' 'Q ~ ~IBOVE ~euNa
i~ C ~;U~1 ~i
WuL ro Bf ~S
>25' ~RoM :~Pllc r~vuK ~ "¢f , 1f
~50~}F(aM ORFWFItI-~ 'Qj~
i
~1 IwA.Q..
Site location: D ,
~ ~CIs I
Z- 'A
mt. 511E Il
N
ff m` t X
s ~ In
~ssa o
55~~s
3a ~''O
C p
i v1$ n Ijr ^
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