HomeMy WebLinkAbout020-1065-30-040
°'=crs.n Depa"n`cnt ci Comnc"` PRIVATE SEWAGE SYSTEM `"1°tY St. Croix
`ery a^I uncin c rism-
INSPECTION REPORT sa aar, penny n,
GENERAL INFORMATION (ATTACH TO NE Rt:4:Ti slab plan ID No 605057
Ps: -.a •,lor^aticr' .u p ovide may [C u;cJ `c' '.norm'......... (I,•.e SCY Lav,. , 15 Jc r, 3104797
Pe -it Homers Na-"= Vi age T.:aneh 0 Pace, Tax Nn Thomas & Theresa Geisfeld TOWN OF HUDSON 020-1065-30-040
Cs- 8hq Elev. I'3,. BM L e:. Itivl Uc,!'r aloe Ne-vcN I U.11 Rjf.gv Map 14,
/cn fA G5 24.29.19.250A-40
TANK INFORMATION ELEVATION DATA
TYPF MANUFACTURER CAPACITY STATION DS III FS ELEV.
ieptu:
- Bem:hmarY
Dosing Ail IBM
Aereron _ Bldg. Sewer
71r -I,, I'll Inct
iG yT BC..l7-
TANK SETBACK INFORMATION ;!iHt Wtie:
TANK TO Wi VVLI BI UG✓zir E~,pr m'.a-.- RCAD Dt Inle'
scnh!: , ` DI Boaavn ' `j. 93 b L h
Dosing Headn?folan
Ae'ation Dist Pipe ,
Hold rg Bot. System _
PUMP/SIPHON INFORMATION Fina Grade
z
Manufact„rcr Demand SI Cover
f.~•.1. .c.',a.~C GPIVt v. t~dJ - ~,JS 9Z Z j
Model Namhe• ~ L,
6 6A -7
TUT L2t Friction Les; Sys:cm. Head TDH rt
il-77 j
Forcer>a r Largth Dia Cisl :o tb'eu
SOIL ABSORPTION SYSTEM
BEDfIRENCH V. 'I'll Le. -g'.h Nn Of ),er;;hes PIT DIMENSIONS N,,. GI l I'si0•i u, Ly .W bath
DIMENSIONS - -
SETBACK SYSTi-l 10 P4- BLDG VVELL LAKF;STRFA6d LEACHING 'Aan:,(ar.111w -
INFORMATION CHAMBER OR
Tyne Of Si 'rm' UNIT Edntlel Numtcr
q -l DISTRIBUTION SYSTEM !i_•, -
Heace~`,t.anEar. 6sl'ih,-eon xHnleSm •xIf*S n Ventt
PtF, St o C L Spa- 5 err Ini~<H
Le-3th_
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
u1„e, 11 t :truth (;,o Lvrtr f rs seee.,e'soecea ar rdulchen
C,•d111 n h Oen'e . , B^mTreneh Feger. r
P'n VeS Nf, Nn
COMMENTS: Tric:trde code dacrepencies persons present. etc.i InspP.1 on of 16f6119' ^ Inspection P2
Location: ryt.YH .I TRL
t:i A I BIv1 Dcsaiotion
2 i Biag sewer length = pU; {-O h OJ k d U Y! a.A,~ S
amount of Cover - If r f I t t
2, oti ol)-il Plan revision Required? Yes ) No (L 2-6 r o' I 'i
Use other side for additional nfo•mation. _
f1we IrvC:",o. Sig r.a've :-r Nn
;RD 5r'C nt
i9.. - .
Inda+lr)' Services Uiv®av, Casty
14M E Wrhk4" Ave 5r C f(ol~(
P.O. PAM 7162 saeAry Pnnu~ Nw6a (b Ae f®ed m by Co-)
/ 14
Sanitary Permit Applieat;n T°°x"°n N~° 7
b amudwat widr SPS 383 21x1. Wo Adc Cal, airnoai of tho ham b dw w~v~ 7Y~'a~re~hl wk ' - ~ L7 /
is rogwrtd prior b drsan a _Kwy piamit Mu Applromon fast fa sabaaced 1'UWFS are u,,M tsW t pr.geal Ad&rc (if Ikn ad~8tm) I
dse DWwtftl al of Ukty Bad P Kfrs-W Saviua hris o d v*nsWm yesprovide mrv be wW M
PurPOMM aepmdey dyt/S4 dY~ f
wcuRbuss~ wok the Pnva 1".a li. t m ft" _ _ QI
1. Appfir2flon Isfinwliw - Planes PAIN AO hAwmad oa U f C11 ,fk
Huleny Unra'a Narsc
Pmpatr Owna'a A4ilirg Addrtae OZO -/O(cJ -
IzSC PEAfu -5F: N. Pmpmy laeapo , J$0T- b
Chy sot Z* Cade Phone N
P, sanm z 1
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Subdivieim Naaee
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❑PablriCwmwast-Dcsanbe Use
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ti Rea syAOn U Replaomwd s7aena D r
rwras!lbbas Tact Rcptwd Qvly ❑ Odra )4ad80i6os b Damns S),aem (atplas+)
13• ❑ Pains 1taNasl D Panes Rnnron 0 Clarge d Mamba 0 Pains Transfer a Nan Pvcv4an fame Nunba ad Ore i- - /
eckrc Fxpiral+ar fFarra
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(J Nas-nmaavm to-cnm.d ❑P+csa.ml ~Ii1m.d>u.afa~fblf sal Uaaad <7A oL da~m~hla+m7
O Rad-S Task ❑ (Nka Dispoal Camporos (.*ksa _ - n ramekin. Lkv (elp1si) n vat Am lalswstWo
DM Flow ( dd) ; , Deaign-Sod Apo,.& m Diaper A;e. Rapmd (sty ~ fIr>pasl Nee Mopmd ( r Sys1® Fim~W~o - -
y v.l~ 7~ 750 ~y
V1. Task lsfa Capacity n Taal s of Maad»ea
No. 1rNa F..araa Tai, Oeb 0 boo ~
(ialkao fillet us" MM~Nwwlw
Vll. Rrpowd6jF" I,Ae afr(Pr,s) RwbaMPIMNanba Plumber )AdCyn (S4ec4 CsySW Zip Cat)
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anon kr IJerial f 6'~ to
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as w fpFialble rode 1.M'ilsmn `
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ArrlawsrrYS ~narf,r.yels rrai asaiM at~wb~MaalM/ai Nall lrrrlrs err -
SRD 63" M W14)
Plot Plan Page 8 of8
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PROPERTY OWNER. l~lonn~ £ fH:. A k, C _i_~Tf i 1' = 40 FT.
(except where noted)
Legal Description: L01 It • estA V .R . P6 (e47L I L-OCAtYE.D W -rj%E Ne I- - bKMoe pit
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'vt?•-^~T'~(S~\~, DIVISION OF INDUSTRY SERVICES
2331 SAN LUIS PL STE 150
lv GREEN BAY WI 54304-5211
a', S P Contact Through Relay
nttp :.dsps wi gov1programs-industry services
r,•, S 'mm wiscorsin gov
Scott Walker, Governor
Laura Gutierrez, Secretary
.tune 04. 2015
C;F SAFEV
CII9T II) No. 22as_i2 117 TV Pt)ff"T,Slnsixuaur 'C-ojONAL cl
MARY JO Hl PNLR I ZONI\G 01HCIr
11011IS I ERS SOIL TF.STI\G & DESIGN ST CROIX COUNTY SPIN
28197 ICING 549;0 D 1101
HU (ARMICHAH. Nkl 54t RD v ie-..cam-~
D:1NRl.RY W1 548DSON 1V 540116-"08
C'ONDI'FIONAI, APPROVAL
PLAN APPROVAI. EXPIRES- 064M 2020 Identification Numbers
Transaction ID No. 3104'9'
SITE: Site IU No. 849$0'
Please refer to bulb identification numbers,
Thomas Geistfeld above. in all correspondence with the agency.
Y.Ilow State l it
Town of Hudson
St Croix Cuun(v
NF 1 4. NW I 1 4. S24, T29N, R I'M
FOR:
Descri pt ion: 41-Grade (3 Bedrooms -,Vets C •onsirnrtion)
Object Type: POWTS Component Manual Regulated object ID No.: 16+308
Maintenance required: 450 CI'D Flow rate: 36 in Soil minionon depth to limiting factor from original grade;
Systcn(sy At-grade Component Manual. Version 2.0, SIID-10854-P (N.0.3 07, R. 1; 12), Pressure Distribution
Component Manual - Ver.211. SBD-10706-P iA.01!01, R 1013). SSNrVIP Pub. 9.6: Effluent Filter
Tile submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been C'ONDI I ZONALLY APPROVF:I). I his system is to be constructed
and located in accordance with the enclosed approved plans and with any component manual(s) relcrenccd above.
I he owner, as defined in chapter 101.0 1110), Wisconsin Statutes. is responsible Ibr compliance with all code
requirements.
No person may engage in or work at plumbing in the stale unless licensed to do so by llte Department per s. W.06,
slats.
The following conditions dtall be nicl during construction or installation and prior to occupancy or use:
• Preserve dispersal area prior and during conwi Ilion to avoid disturbance, compaction and use of the site.
• With new construction; ii is recommended not to activate the pump in the dose lank until the tanks are pumped
print to homeowner occupancy.
• Wastewater generated from contractors cleaning ofequipment and tools and or left over construction
products shall not be duchanwd into the drains discharging to the private onsite waslesvaler treatment system
(PO\4'IS). Write generated shall he properly disposed of on-site or off site.
• Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surfi cc for installation to
prevent matting under the dispersal area. All loose organic material to be removed Bom the PO\\'I'S Dispersai
area.
• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches.
Smearing and ciil iac'[in_ of wet soil will result in reducin•• the infiltration capacil\ of the soil. Proper soil
moisture content can b;: determined hy'rollit~soil a:npic bebvecn the hand. If it rolls into a 1 4- inch wire.
dw site is loo mct :o prepare. If it crumble,,iw orcnarutinn var proc.. d If the site In :uu vsct to prQuoe_do not
proc ed until it dries.
• Dkerl surface water hom POW TS Ar:a
• All piping hall conform to SPS Tahlc ;84.30-> and SPS Table 384.30
• Insulate building sewer beyond 30 feet per SPS 382.30 111 nc)
• Tank Installation to t6llow' all manutacture's recommendations.
• Pump float, to be set and %crified per alIPIMcd Plan. Anv changes nun result in puma resirino to erect
T DH and (X I ~Iwcit ieal ions. _
• Verify properly line(s) prior to installation.
• Well setbacks to meet chs. NR 81 1 R 812.
• Areas that arc uccupiul ith rock li t~n:cnl,:. IICC 1,101,. _r::rna, r'IJ I I L.. :I A I I I A:II !%I 1, (1
..ila_hIc Grp Iv'!,~cr Irr,tl:n,rni. I1 no of her si to .a~:tl:!hli_ t:'l CS iii IJ~ I -,rl a ;.i -h:.d „i I. ru:-i a' cuI olf
!!.1r1 IC%C 11 t ill ,11'1 i n n. C CSi ark w 11 LL I of lI1 abr!~ir I I I I I ~I {I ;n r0. '.r'. I➢!nide
LI;IIIC:I: intII ran c: .:re.:.
• SPS 383.54(1)(e) The management plan lift a POWI S shall specificalh address the set it: in_ mechanics of an
aerobic or anaerobic treatment tank or a holding tank where either of the lolluwing:ouditions gist:
1. t he bottom of the tank is located more than IS tcct below the clevaio I where the servicing, pad is located,
t he houom of the tank is located more than 150 IcCI horizontally from where the servicing pad is located.
Oenet- Responsibilities
• t he current owner. and each subsequent owner, shall receive a copy of this letter includin;g, instructions relating
to proper use and maintenance ollhe system. Owners shall receive a copy of the appropriate operation and
maintenance manual and~Y or owner's manual lift the PO%k I S described in this approval SPS 383.54(1).
• In the event this soil absorption system or any of its component pars malfunctions so as to create a health
hazard, the properly owner must follow the contingency plan as described in the approved plans.
A copv of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized rcprcientatives of the Department. which may include local inspectors. All permit,
required by the stale or the local municipality shall be obtained prior to commnencentent of
constiuction installation operation.
In ,ranting this approval the Division of Indusuy Services reserves the right to require changes or additions should
conditions arise staking them necessary Ibr code compliance. As per state stals 101.12(2). nothing in this review
shall relieve the designer of the responsibility I'm designing a safe building, structure, or component.
htquiries concerning this correspondence may be made to nne at the telephone number listed below, or al the address
on Ibis letterhead.
I he above hell addressee shall provide a copy of this letter and the POW" IS management plan to the owner and any
other who are responsible for the installation, operation or maintenance of the P014 TS.
Sh:ccrcly, Fcc Required $ 3`0.00 l
This Amount Will Be Imroiced.
When You Receive I hat Invoice,
Please Include a Copy With Your
Tim Vander Leest Pavanent Submittal.
Private Sewage Plan Reviewer . Division of Industry Services W'ISM.ARI' code: 7633
(920).102-2214 , Mon- Fri, 6:00 a.m. - 3:30 p.m.
cc: Edwin A Taylor. Wastewater Specialist, 1 s) (34-3484. Mon-li i, 8-.Ito A.M. - 4.30 P.M.
MI -h Plumbing I.LC i Plans Mailcti I o)
RESIDENTIAL AT-GRADE DESIGN
Pressurized - Sloping Site
INDEX AND TITLE SHEET
Project THOMAS E. & THERESA K GEISTFELD
Owner (same)
Address 1250 Pearl Street N. u~
PRESCOTT, WI 54021
Legal Description NE 1/4 OF THE NW 1/4, SEC 24, T29N R19W
Township HUDSON County ST. CROIX
Subdivision Name NA Lot No. 4
Parcel ID Number 020 - 1065 - 30 - 000
Plan Transaction Number
Index sheet Page 1
Calculations Page 2
At-grade drawings Page 3
A N'AR7,r) ' Laterals and dose tank Page 4
HC rF' nT Specifications Page 5
D 12L9 = Management & contingency plan Page 6
;(;nth ? Ear t G~;~ = Pump curve & specifications Page 7
I c Plot plan
• ~ Page 8
Designer MARY JO HUPPERT License Number 1859-007
Signature ~lL/.~~ Phone Number 715-426-1775
i
Date 05!06/18
Designed pursuant to
At-grade Component Manual Ver. 2.0 for POWTS SBD-10854-P (N. 03+0/y and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST - SAS (01+81 i and
Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P IN. 01/01)
?F-CFIVf`!
Version 7.0 (03/12) Page 1 of 8
C
c'ace cortesponr~ng lateral diagram in the spat she a the i 4
Do this by clicking in one of the drawings at the r
and holding the mouse button down while drag.,-
the picture until it's in the correct Position
P I
I('X~IF xi I xlc'al Laterals&torce maul of PVC Sch ba
Last hole drilled next to end c ap per SPS Table 384 30-6
Holes dulled on t he bottorn of U.e I arer al,
euAly SP iced • -Turn-u p M ball va Ive or Ilea n out pl w]
PRESSURIZED AT-GRADE DESIGN
At-grade Design Worksheet - Sloping Site
Flows and Site Data Entry.
r Residential or commercial?
300.0 Estimated wastewater flow (gpd)
450.0 Design wastewater flow (gpd)
4.00 % Site slope
99.00 Contour elev below lateral (ft)
36.00 Depth to limiting factor (in)
0.60 fn-situ soil application rate (gpd/W2)
Distribution Cell Information
1,1 Influent wastewater quality
10.00 Linear loading rate gpdtft
10.00 Effective absorption width (ft)
10 00 Max effective width permitted (ft) ( ~j
75 00 Aggregate length (ft)
Pressure Distribution Data Entry
e: Center or end lateral connection
1 Number of laterals
0.156Orifice diameter (in) e g 0 25
2.00 Estimated orifice spacing (ft)
2.00 Forcemain diameter (in)
2.08 Forcemain flow velocity (ft/sec)
98.00 Forcemain length (f) y o' n I y Does Forcemain drain back?
88.00 Pump tank elevation (ft) y or n y I Are laterals at highest point?
4 55 System head (ft) x 1.3 NA
10 83 Vertical lift (ft) 16.0 Forcemain drainback (gal)
0.93 Friction loss (ft) 59.5 5x Lateral void volume (gal)
0.00 In-line Filter Loss (ft) 75.5 Minimum dose volume (gal)
16.31 Total dynamic head (ft) 20.4 System demand (gpm)
Lateral Diameter Selection Gallons/inch Calculator i:,):nicnal
Pipe diameter Desgn up;!ions Dasylnclwice Total Tank Capacity (gal)
I in Total Working Liquid Depth (in)
ust seler_.l 125 in Gal/in (enter result in cell G46)
melatera" 1.5 in x
:n, et--- 2 in x x Treatment Tank Information
x 1,0001 Septic tank capacity (gal)
Wieser Manufacturer
Effluent Filter Information Dose Tank Information
Orenco Filter manufacturer 600.0 Dose tank capacity (gal)
Biotube_8" Filler model number 16.8 Dose tank volume (gal/in)
WieserManufacturer
Project: THOMAS E & THERESA K GEISTFELD
Transaction Number. Page 2 of 8
AT-GRADE PLAN VIEW
116 B Observalron Pipes (2- A 10.00 ft
D typical)
L~ B 7500ft
T 1 /6 B 12.50 ft
W C 12.00 ft
r n C D 5.00 ft
J E 2.00 ft
D - B . -y I L 85.00 If
I W 22.00 ft
+ A x B 750.00 ft^2
L
Cap
L = Total aggregate cell A x B Typical obs pipe
Slotted in the Iowa 6', and
= Plowed area L x W anchored secueiy.
W
T
AT-GRADE CROSS SECTION
Synthetic fabric cover
100-83 ft Finished grade
Lateral elevation
invert elev 99.50 ft y •
- Observation pipe
11 at aggregate toe
Su-face contour - 4 % Slope
and system 99.00 ft C A
elevation - _ 1
= 12 in topsoil and subsoil
over aggregate and tapered to toes. Plowed layer
F = 6 in aggregate below below L x W
pipe(s), and-2 in above pipe
Project: THOMAS E & THERESA K GEISTFELD
Transaction Number:
Page 3 of 8
PRESSURE DISTRIBUTION AND DOSE TANK
Lateral Diagram - End Connection
i - P
Last h41e dialled near tJ end cap It X I Laterals 5 face main of PVC. &-1i 40
Holes dollFd on the bottom of the lateral per 6PS Table 384 "M
.qo a!ly-p7-.ed • =Turn-up vdball valve Jr cleanout plug
Lateral Specifications
0.156 Orifice diameter (in) End Lateral connection point
X 1 97 Orifice spacing (ft) 1 Number laterals
38 Orifices/lateral P 72-89 Lateral length (ft)
20-4 Lat. discharge rate (gpm) 2.00 Lateral diameter (in)
2.00 Forcemain diameter (in)
20.4 Sys discharge rate (gpm) 98,00 Forcemain Length (ft)
16 31 1DH (ft l
Typical Pump Chamber Layout
Approved manhole cover with
Wuattrco-prouf disconnect warning label and locking device
junction box
Final trade 4"
Tank component is Alternate
properly vented - - ♦1 outlet
location 18" 1min.
4lectnral as per NEC 300 and X_~_N Approved
SPS 316.300 WAC OUtel
Tank full -
T joint
Inches Gallons provide 1+4"
p A 212 356.5 Alarm on weep hole or
.2 antisiphnn
c B 2.0 33,6 B device
E C 4.5 75.5 Prtmp on
E
'p D 8.0 134.4 88.67 ft C
Totals 35 'r 660.0 -i
Pump off
f
D
33 Bedding and lank J 88.00 ft
Little Gianot Pump manufacturer SJE Rhombus Alarm manufacturer
9EN Series Pump model number AB Tank Alert Alarm model number
Project: THOMAS E. & THERESA K GEISTFELD
Transaction Number Page 4 of 8
At-grade :System Maintenance and Operation Specifications
Service Provider's Name Ulbricht Pumping_ Phone 715 703-8337
POWTS Regulator's Name SL Croix County CRim- mundy Develop Phone 715-386 4680
System Flow and Load Parameters
Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 7500 ft'
Maximum FOG 30 mg/L
Type of Wastewater DomesEc Maximum Fecal Coliform =10F4 cfu/100 mL
Service Frequency
Septic. and Pump 1 ank Inspect and/or service once every 3 ears
Effluent Filter Ins ect and clean at least once ever 3 ears
Pump and Controls Test once ever 3 ears
Alarm Should test monthl
Pressure System Laterals should be flushed and pressure tested ever 1.5 ears
Mound Inspect for ponding and seepage once every 3 years
01'ar -
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 at-grade 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 at-grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration
6 Areas within 15 feet of the downslope toe will be protected from compaction.
7 All other construction details a,e as per the at-grade component manual SBD-10854-P (N 03/07)
Lateral Tum-up Detail
Finished
Grade
6-8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
Lateral
_ Long Sweep 90 or fwo
99 50 ft i - - 45 IJeyree Bends Same
Diameter as Lateral
Project I HOMAS E & THERESA K GEISTFELD
Transaction Number.
Page 5 of 8
At-grade System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
This system shall be operated in accordance with SPS 382384 Wis. Adm Code, and shall maintained in accordance with its' component
manuals [SBD 10854-P (N. 03107), SSWMP Pub. 9 6 (01181), and Pressure Dislfibutron Component Manual Ver 2.0 SBD-10708 (N. 01101)]
and local or state rules pertaining to system maintenance and maintenance reporting.
No one should ever enter a septic, or pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shall be in accordance with SPS 383.33. Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings
used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective. or
subject to failure roust be replaced. Exposed access openings greater than 8anches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a tank or component.
Septic Tank
The septic lank shall be maintained by an individual certified to service septic tanks under s 281.48, Slats. The contents of tine septic tank
stall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed
at least once every 3 years by inspection.
The outlet fitter shall be cleaned as necessary to ensure proper operation. The filter cartridge should riot be removed unless provisions
are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm. the
filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous
alarm.
The septic tank shall have As contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the
tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when
the next service needs to be performed to maintain less than maximum 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 septic tank use by the Department of Commerce.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years- All switches, alarms, and pumps shall be tested to verity proper
operation. If an effluent filter is installed within the tank it shall be impected and serviced as necessary.
At-grade and Pressure Distribution System
No trees or shrubs should be planted on the at-grade. Plantings may he made around the at-grade's perimeter, and the at-grade shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration Traffic (other than for vegetative
maintenance) on the at grade is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and
snow compaction in the winter will promote frost penetration Cold weather installations (October February) dictate that the at-grade be heavily
mulched as protection from freezing.
Influent quality into the at grade system may not exceed 220 mgfL BOD5 150 mry'L TSS. and 30 mg L FOG for septic tank effluent or 30
ingIL BOD5 30 mgfL TSS, 10 mg/L FOG, and VY cfu/100 ml. for highly treated effluent. Influent flow may not exceed maximum design flow
specified in the permit for this installation.
The pressure distribution system is provided with a gushing point at the end of each lateral and it is recommended that each lateral be
Flmhed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when
the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the
dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Pending levels shall be reported to the owner. and any
levels above 4 inches considered as an impending hydraulic failure requiring additional. more frequent monitoring.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition.
If the dosing tank, pomp, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the at-grade component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced
in it present location by increasing basal area it toe leakage occurs or by renovating the biologically clogged absorption and dispersal media
installing new piping, and replacing other components as deemed necessary to bring
the system into propel operating condition.
See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project THOMAS E & THERESA K fransactlnn Number Page 6 of 8
EFFLUENT PUMPS
9EN SERIES - 4110 HP J
0 nsxuRU6 r-B~
sul CIA-If
wM-ab5rs !a54•
7733 un 2&51m
)IN CIA-RF 915_rn - 4tl b 20.49m,
2,;4_ _ N3 m,
915' 1777m
iEN-0M - a 6.-
- 25. J4 mi '63'
Ml
ul - _
'!'-`rte- '1~ ➢:0 - -
Cover Eooz7-ma!ed cast ircm/
1 r'.. J_ - - - - - Thermoplastic Motor HouskV _
- I Epozy coaledcashron - -
I I ? ' - - s Inman - - ihennop!asbC e!astomer -
2' impeller Type J - ! ! I Volute - I Non clog - - -
TM 6 j Motor Shaft - LEpoxy Steel coated rant Iron _
MecMeolcalgunSul ~Nitrilewith carbon and ceramir
II Fasteners - faces
~Sta'" M steel -
JJ I - --I - - - -
t I I ~ ~ - - e 18earinps Upper sintered sleeve and lmvcr
t -Power Cad Will bearing - _
j + - - - - - -S _ - - STTW "S170W
7 I ~ I a•95 nods
C4- I I '-n^AI ~MiIA :f,ud iF4t1'Imu:n~ - _ -
n
wMOq-0111 s9 to A -
F> I
Franklin ElsotNo HAM Lm7 IM I :~Mkklypprkp~ ,
q.
T.
Plot Plan Page o~
PROPERTY OWNER_ NcAS . ~ -T( t,t:r Ln.A V C t_ t 1' = 40 FT.
(except where noted)
Legal Description: Llt t.( of v, vas QF 6v~t- } t.ora~FD tuT+~E r -backhoe it
= F=.r.~,a 6t Nc
C` 'NE NvJ~/4 sEG ZL{. T1CA k1 "fnv.)~ ck tt Ut1r, n~'.
:•i '-P u' re" c v ca nl c.,n~ L Ot flcF'-C S
t
D
0g.v -1 North
n a
i
10 1~
EY' <r
i Y
m ~ ~ ~pROON~
(StAKir SY OWNc~i~ 3 \i.,
N L11 ~ -<1c~1
vl -r u~~
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Site location:
uuG rn •
pn
2`I
YD
M_wFA[:i
ST. CRO1X COUNTY
SEPTIC TANK MAINfKNANCE AGRF1'MEN f
OWNERSHW CERTIFICATION FORM
Owner/Buyer AS
~ ~ 711EK~S1l (oF/_ .
Nellie
s Address ;Z5O PE" i 51 . -PATsCO-r -
Property Address ( per 5t0WE TR Al c. ~I .
(V cation rotgrtirad fm-
5 .Q Ung Ueputmmt for sew ooostrtrctipra,
City/State ) -
- Parcel Identification Numbcr Ozp- g 30-a>O
LWA D fON
Prolxlry I ovation N c N ln~ , Sec. •A"f
T _42~LN R j_q W, Town of _H UtL
Subdivision Plat._-
Cerdfw so" MEP # - Lot ft
R'arraety Deed At Volume IZ9 Page #
-
(before 2007)Volume
Spec house QyGS~o ~ Page
Lot lines idmtifiabl ymono
.4YSTEM MAINTV~r. piy.a AND OWN r >pDT■*n
mai toper are and maintenance of yoar septic eYatem Could result in its prom nne failure to handle w~.
nreuoce eruacists of pmcnon oout 6e f die septic tank every tluoe pars or sooner
the System can aff6d tlr. C Pmper
, itt>oeded, by a licensed P+snlaar What
reslabilitiea aft spxttied in arc tank as a tremmmeat stage in the waste You put into
ISM. 383.52(1) and in ~ 12 - St Croix ~e 'l system Owner maintenaraee
Canty Smaitvy otdioence. Count Plansums Owner aod~ ply
ov~ o"ne agrees so submit coo St Clow I w &apOW is in j OP'', g~ooodu~on ~ , ticen nmgd°~'rm1O1t g ~ on Fthe oam, 4,e by the
dm 18 fill of sludge. (2).ftsr insporAon and prmaping (if necee y), me septic tank is
VVIC, the
> for* ~ as haw mad it*,. above by the Department ~ AndPiP agree to min me pr;vab sep~ dim rysaem wilh me
C runty +tr6ranon stating mat Your aepoc ryrk. t. boo,
6l)cparmtent within 30 days of the drtx ycar expiration dame mDksad and tatorad n Bee St Croax
Vwe De k tt all snomcros on firs
P"I" daknbed above, by virtue of a n sm true to the best of mybur lrwwledge. Uws a,Wwe me owner(s) of me
3 rcwreferl at Rega tmr of Deeds Office.
Nms6er sf bedroottas v
SIGNATIIRB OF A LPP ICANT(S) G, 6
"'An mfurt oa than is micepr DATE
Include with this °Y fO°Wt io &I sasitary pemvt befog MOW M the Naming Zoning Deaatareaat
> is made the~p~' ~ ` Y deed 6om me Rea jmasr of Deedr (tea and a copy of the cer"ed sir ",7 mtp if
(RW. W12)
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u~;cnns:n Drpaihnwrt of Safely and Pmfessexey}ygviu.y r ~
Di>iaion of lndu 1!y~r - /V1.`~1 }
I ' 1, SOIL EVALU of
ATION REPORT 1 3
Page _ _
JUN 06 ZM"Jar'cc with SPS 383. Wis. Arlin. Code
County Sl ('Rl>IX
Alt.-t::h complete kite plan on paper not less than 8 112 x 11 inches in size. ('Ian mull
uidude. but not hrliited to vvnw_V 4 lwlfuvmal ruf .nee point (BM), direction and - -
percent slope scr , le ur dimcnikxl.s{ Parcel I f 0- 062 30 - 000
yN?rRhanfoe(ti1n location and distance to nearest road. -
-Please print aH information. Rowe by pate
reczar. rl ln!orma'w.. you ~.sr Dc ^iey :a: u;rq fog •:vcnnCarj Pu :wv::: (Pr vac, law, P11I j fm)I. Z n /
Properly Owner Property Location WWW ❑V
THOMAS F. & I HLRF.SA K. GNSTFF.LD Govt. Lot NF 1;4 NAM S _T T N R 19 F (or) IN
Property Owners Mailing Address I. ulkx:k# 9uW. Name, ex :.4M#
1 250 Pearl SL N. 4 V 25, Ilg 6176
City State !qr Ctide Phone Numtxer Ity ❑ Village • Town Nearest Real]
Prescott. WI 54021 ( 715) 262 - 1363 Chippewa lath
n New Construction Used Residential I Number of bed"lins 3 _ (:ode derived design flow rate 450 V GPD
❑ Replacement Public of caxrvri mial - Describe.
Parentmaterial - silty t-dinlc_nl n% er till Flood Plain elevation if applicable NA It.
G4ietal cornments -
and ro<nmmendationx- At-grade 0.6 loading rate system elevation 99 W li. I
New test nmducled 10 move system area. !//~•,,r• - !5
Added boring, 1xr Slataplan Ievlawer. Q5 -Gl-I S I/
Boring # ❑ Bori
L~ O Pit Ground surface elev. 91(,f!. Depth to linviont factor in
Still Application Rate
Horizon Depth Drxnuunt Cdor Redox Dewnption texture SlntcUlm Consisrrv:e Boundary Rtxns GPDnf
_ In. Munsell _Oa Sz. Cont Cola Gr Sz. $h. •Eff#1 'Eff#2
I (1-12 10YR3i:3 sil 21shk&,r IT) It c, 2v1, -m 06 0.5
2 I1-T6 7. WR3!4 11=ntsbk nix 1'r Cs Ivf-m 0 .1 0.7
3 36-44) 7.5YR4+4 cl Ifabk
ntcli as Ivf-f (f2 0.3
4 40-45 7.5YR414
c lhn nn'fi 0.11 0.0
horiam 2 luc vmner
- ❑ Boring
El Pit Groundsurlaceelev. Il. Depth to hinting larlot m
Soil licalirvr Kate
Horizon Depth Dornlnant Color Rodox Description Texture Stricture Consistence Roundaty Rivas GPD/ft
in. MunscO On Sz. Cont. Color Gr. Sz. Sh 'E1101 'Ef(!17
1 0-13 7.5YR32 - sit -'fshk&kr mfr Cs 2vf-n1 1) 6 0 T
1335 7.5YR ii 4 I Ifansbk 111%1,1 C'i I f -Ill
- _ v-m
7.SYR4 4
3 35-4 sicl Ifahk In 1`1 as- f-f (f , 1)
Iv
42-till
horizon 2 hat.
Effluent #1 - BOD, > 30 •_220 rngL and TSS >30 < 150 n)WI ' Fdluent #2 - BOD, :N) nxyL and TSS <:9) nxyL
CST Naar. (Please Prinl) - -..Signature - (:ST Number
_ MARY.10IIL7_PPER1 (11 [Hater's Soil Tcstin rXDesi m
Address _.1a-~-_. _ _'245 32
ate Fvaluabo1) ,;,Js. ephone Numtxar
2839' K i n1! Anhui', f'nrrt. Danhi!,N ~VI >4ti10
0 1t,:nl (rcviscd:O6 UI - IS) 7154261775
s15!>-xaiu Rnrl7i
Plot Plan Page S Of
t~ROPERTY OWNER: 7HomAs T++,zk~fl ~ , ' Jrr 1" = 40 FT.
(except where noted)
Legal Description: LC-t LI, C n ','::g Pr
1,L17+ y ~acks~D in 7i1E ~e n ==backhoepit
titpb `
po North
~(I v
2
I to Fq O
RV QbJJ.16
Yrz a avsF, c
' FUTU RF
N/V&A-L -m $E : SME~
7ZS Fawn =E''-+'c -r#AK srAffzs.,
730•i-c:^pa yew WF1Et-Q _ _ '
n
~1~JJX4
5B~'' ration-
1J
Z Lf '
1 J~
o'
page_
SOIL EVALUATION REPORT
wisaxuin Deparunent of Cornrnorce `
on, n of safety and Buildings in accordance with Comm a5. wis Adm. Code County v _
Attach complete site plan an paper not lass than 8 tft t Inches B EM), direct on andt 1.0 O~
include. but not limited to: vertical and horizontal reference poi Da^
percent slope. scale or dimensions. north arrow, and location and distance to nearest road. a . G y
please print all inforntationn ar~.acru• a ts.ebinlmb
Genoese s+lor+nabd' you P- oe used W secoMarY wn~
Property Location
rd S T N R E for
Property C-ner Govt. Lot 114 M7:
Lot % Blonk g S d Name or
Propene Owner's Mating Addre
. dla own Neatest Road
it
State ? Z+p e P tape Numoer L7 city L- Y ge I 4. /V
r I /
City
' G GPD
~ _ Cotle derived tle:.ig++ now rate
r ,v -Struction Use'16 Resitler+bal! Nymber of betlroan5---1-___-
Replacement t Public or comm'eerr2aa Uesaiue h..abte i f~
~ ~J:<~.. Ix; Piain uie~aapn if aPF" ~ ✓ -
Parent notenal _
I General o nn+ereS
l and recananerdatwns'
/j/ System Elevator- _ - - -
I System type- le - - - - - -
Boring Depth ro hmibrg ta= soil Rate ~
Bonr5lf Pit Ground sonata elev B +M Rooms GPDMf
er4ce •EffFt •EfFk2
Texbre Suh1e Consist
HodrM Depth Dominant Color Redoz Desctip~+ Gr. Sz. Sh.
in. Munsetl Qu. Sz. Cont. Color e. -7
D 0 5 t.
5
z o- 7. s, 6 J ~
p Boring ( Dom, to lkrw ing factor - in. Sod Aooucabon
Bonn9tl Pit Ground surface oleo. L''-n BwrKtaarry Roots GPD:f
Tezare I cttuctt:m I Consistence •EW
tiarrzon Depth 6o riar+t Caior Re-.ax Desa+pt r; _ Sh.
in. Munse0 Qu. Sz ConL Color Gt Sz.
A-; 0
Z
~ 2r ~ ; 1i, p p I
l
m
• Ef".uent #2 = SOD. 30 rnglL and TSS 131
• EMUerd p1 = BOD.> 30 < 22D rn3R• and TSS >3 < 150 rrv;`J. CST Num
Sir i ' re 22690
CST Name (Please Print) Tclepra
Bird Plumbing, Inc. Shaun Bird ,,are Fvahjabnn COnduclrU 715
Andress
1432 120th St, New Richmond. W1 54017_~__~
Page of
Parcel 10 e_--.---.- -
Property Owner-__..-----
n Boring ~ ~ ieabon Rate
facto - GPD4f
FJ Boring # I-; / r I_ tt. Depth to iin t rig Roots
l I Pit Ground surfaceelev. 1~ - C,,*isfe~ fin,
Redoz Description 'a'dore tie •EftK1 'Etf#2
Haimn Depth I portanant Cola GT - Sz Sz. _ Sh. j
ou. Sz, Cont. Cotor I A4J I.
in. Murrsell
/j
~ I l
0 Boring Depth to lirrirting facto in. Sal lication Rate
U Boring # ❑ Pit Ground surface elev. GPDlff
Texture Swcture Consistence Boundary Roots
-Rd, DesaiP6O' 'Ett#1 'Efl#2
Horizon Depth Dominant COIN Gr. Sz. Sh.
in. Munsea Qu. SL Cora. Cola
0 Boring Depth to linvaN factor in. Soil icabon Rate
a Boring R O Pit Ground Mace elev. - - tt. GPOftF
Rodox DesaiDOOn- Taxwre SwCUre Carsrstervce Boundary RooCS -Eft. •ER#2
I-lorrzon 'iepth Dortnruua C)Ia Gr. SL Sh.
,n. Munsea ou Sz- Cont. Color
I I
E >30 < 150 ffKA ' Eft a #2 = BOD, 130 mg _ and TSS 11 rtg2
• tlluertl #1 = BOD, > 30 22C mgrL and TSS _
The UepaMlen[ of Commerce is an equal opportunity service ice provider and employer.If you need assistance to access services or
ent at 608-266-3151 or TTY 608-264-8777.
need material in an alternate format, please contact departm
salu3.w CK &W
1 _
Sol I Test Plot Plan
Project Name Todd Mullinax Shau rd
Address 848 Yellowstone Trail
Hudson Wi 54016 C~T/If
M #226900
Lot 4 Subdivision Date 12/6/17
NE 1/4 NW 1/4S 24 T 29 N/R19 W
Township Hudson
❑ Boring O Nell PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 14" pipe
System Elevation TBI) *HRpSame as Benchmark
Chipx %k a Path ?
I
Scale is F = 40'
unless otherwise
noted
24"
B_
H-1
102, 40'
80'
101,
~U'
100,-
99' 13 3
7% Slope