HomeMy WebLinkAbout030-2161-01-000
aisx•sm Dcuatrncut at i:onrrncr:.: PRIVATE SEWAGE SYSTEM "'nry St. Croix
S:Cety ar] HJIIC inp JiN.90n
INSPECTION REPORT Sanity FermcNc
n.I r r;H 70 I'tRMI`t
GENERAL INFORMATION stato Pan n:' 1 597484
Pu nonal m',utmaaon you p o'.vJ: n.a, oe u_'d to seoanomv purposCS lPrvaCv -aw. 5 tb ac xrnl] 2989424
~errna Herders Name CCy V•tl a(IE IrrnriH, r I'aDel-.ar i
STEVE & LAURA LANDBY TOWN OF SAINT JOSEPH 030-2161-01-000
CST W LI^u I *ii LIM '_I, ISM Ocscrrahtr' p SccYC'r ~rn.•ns28npardap Nc
1 T6 24.30.20.3184
TANK INFORMATION ELEVATION DATA a✓` dui
TYPE MANUFACTURER CAPACITY SiA(LON 3S HI FS Ft FV
rti
Septic
Z. Is Z-66 C Benchmark
Onsmp 1 v / AI: BM
Cn. r"ILCI 6 ?,A/ 7CF.Z
b
!tE*pl.er. / BId~7 Sewet .g /7•z0
t Hr^ a C
hlolUiny 11 SUHt inlet 0 9+a 9TH
/
`
TANK SETBACK INFORMATION SUHI Outlet
TANK T:i n PIP 'uNELL BLDG. Vent • AIt I-uakc ROAD DI Imet
1C Y ~
5cpvc 7 56 J ~ Dt Bottom • 113 87 • g
J ~V
Dc:swc O us _ headerli /f/- 7
Aeratior Dist Pine Z /d~r 7
Hold.nc Bot. System /
PUMP/SIPHON INFORMATION Final Grade /1Z
ralanu!adUrP.' ~at° GPt~'+nc S; :;over c7q/ .713
1r'` •
J ii 06 MCOeI Number / SZ 3y LRV 7
TDH LiltrI I.,6 Friction L System H ai T! dr ~.1J4. b o3, . 5
'oroemai//r I ength Dla / D.F.1 L'r I.Well ,r l
SOIL ABSORPTION SYSTEM r('~
RHNIRENCH :^l Stn tengt^ / Nr. O' rne•, PH DIMENSIONS No. D'PCS Dear
DIMENSIONS $ 75 /1e
SETBACK SYSTEM TO J PiL LLB✓✓/LD3 WELL LAKE:STREAM LEACHING 1Aanutaci
INFORMATION CHAMBER OR
T- Mil CD UNIT tJ adel Numuer
it ~7 J
DISTRIBUTION SYSTEM
-feaner:ManuG Dst"nah-^ x tiow S22 x'loie S:acrr;l/ Air Iota
5 S 3L
cngtn Dia tan9Y Dry bp.5:an'•
SOIL COVER x Pressure Systems Only xe Mound Or At-Grade Systems Only
Depth Over DcA. CHIC v y.utn u`! z. St•ec<re:Sonoea t/ x. Mulched
!Sec Twc^ : erte' Bs d'Trer_n Fcp,x1, TfpSall 1 Y~
Yes No
COMMENTS: tlnr.Iude code ciscrepencle persons presen etc i Inspection #t f .x Inspectior #2
Location: 141: 25TH ST
1. i All BM Descnpbon = ' 1•" ~
7 i o-xvrer lengtti -
- a , mount O✓~
a of Dover
61
Plar revision Requhred? - Yes 'YNc (3M 7i
Use oulo• side for additional mtormati r. I U
1 Late ir_pCl_ $~.lrt me Ce': N::
J
p S~ I, l~ comw SH/l/J~ .l ~ v 7, 3 v 0
Safety tstld Suk*W D6Mslon ~`T Ik O I X
! 5EP 12 2L1 201 w.wat iAve..P.O.Box7162 saiwtyPemkNaoble (IDbeMedIN by Co)
Madison, wl 53707-7162
YT ST. CRoIX COUN I /-her ]
J / T
MUNITr DEVELO MENT 4e A d
Sanitary Permit Apgli 3 Traten clian Number
Jh ~ ~a4
In aecetdnoe with SPS 3>L121(1), Wu. Adm code, submiam o!th,k fnsm m is
is inquired prim m obtamin8 a sanitary permit Note: Apphaa)on tonne for stasaowm Q Y3 -rttd to Pined Address Cif di6lreat to mllmg ddre:
the Deparmm of Safety and Profemiamal Services. Pmonal mfcrromoo you provide may
-y
Aalses is accordaoca with the Privacy Law. s, 15.04(l)(m), Stars. YJ9 }t't -7 rl -f /
L Application hdormatiom -Please Prlat All Wwroaci 9M I 1 S / ✓
Property Owner's Name 1 Pared p O3p.- I b l- U I- OUC
Propetty q owner's MMT" Addrm property Locaaion
('I Z w' f ~~rl~ it L 4 F ) GUM Lot
Cory. Sent 73p Code Pb a Number Secaloa 7
i~t c trl C [A (_5 lU Z )
IL~Type of Rubdia` (dock aR tbat apply) Lot a T R R 1 C E a(61
'01 rof 1 Family Dwelling - Numbs ofBedroans Subdivision Name
~ i
PttblicJComrnercial - Dmuxbe Use A ;fW `i & Tr Block g ❑ City of
y of
fl Suse Owned - Drsatlre Use CSM Number ❑ V-Jlw of
j IgTown of J`j -70 ey]']f
i )
III. TYPO of Pwwit (Cbx9t Only ace box um line A. Complete [lee B If aPPUobly
A. - SYatmt ❑ Replac®tet System ❑ TmateneridHMkiing Tact Rephomsmt Only ❑ Oeser MdiSaaon to P.ahtieg SYAM (00
B. I O Peron R.enawd 0 puma Rarfsrrm Q Ct- of Pimxbet ❑ porous Transfer to New Lot Prrvrous Pamir Number sod Drs lensed
aaYxQespa'eb° O Mor 100oo
IV. TYPO ofPOWTS S one aaot/Davlea; Cbeek all mat a t p
Nmt-Prcsnviad lodaamd C Preswaimd In-Caamd DA,*mde Mm d> 24 in. of zWLabk_&oA_ 0 Maned <24 m. W
C1 Holding Tank ❑ Other D)epowl Component (axp)afe) G Pre reaftlmt Device (inglani
V. Dlslinim /I'reatmos t Area Iaforenatlon:
Daiga flow rMign Soil App : Rote(®dst) I Djryaad Area poed (s[) I p " Ara 1
Pr" (at) ' Syartn Elevraim
1 OCII ~l
Task tats y to l ~l a ) b z4W
allaE a omen uaro 15~-
Nor rub Taft
YY
Septic erlSoldea Teak rZ-~~ ILiC r - f '
`49 C3sbr 3o
VII. nefb Statemmt- 1. the and mope rue dbWty roc tattertanoa or the PovVn sbows o etaebea PLMera.
Plumber's Now (Prprt)
be _ALNionflect 'x S- I MFI~C
Bnaioew Ph= Nmoba
ZZ'YZV ITS VV IW
Plumber's Address (Street. City. State, Zip Code) /I Ir
VIIL Coax artiment Use Only
O ' / ptbaPea 1!~` Giim sior.•
tp7~~ caa.~~~yyy.~aa oOft 1 lc ! _Mow D
SYSTFMOWNERAP twDtrappr°val ~ ~I{lAv3 i".
1. Septic lank, effluent filter and
dispersal cell must t~ seiy~oed ; maintained \ [✓YOtS~.G... C~V,~-rte. `-°T atae (2\,4
as per management plan provided by plomter. J pp l 1
2. All setback regwrerrents must he maintained
M 1~pNr M/M ararumdeabarawaGabcab'upper arlwe tbaa a>Ra11 Yc!>eY ehs
SBD-6398 (ft 11/11)
seat ~•r DIVISION OF INDUSTRY SERVICES
2331 SAN LUIS PL STE 150
GREFN RAY WI 54304 5211,
C .tact Th:•ough Relay
http ridsps.wi. gowprograrts+rdustry-services
mvv'wsconsi9.^yov
Scott Walker, Governor
Laura Gutierrez, Secretary
September 05, 2017
CUSI IDNo. 22324.1 . .41 TV: POJJ /S Inspector
1F.FI'LKY V FOX ZONING OFFICL
.If l T FOX ('ON FRACT'IN(i S'c SI-.P1lC INC s I CROIX CMN I Y SPIA
PO BOX 502 1101 CARMICHAH RD
DRFSSLK WI 54009 11U)SON M 5-1016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 09.05:2019 Identification Nr.mbrn
T transaction ID No. 2989124
SITL. Site ID Vn 842526
Hartman Homes f ease refer to holh Id nlttention numbers.
'51 H Si of ovc, in II socesoondc me with the a_ancs.
Town of Saint Joseph
St C rois Count%
SR•I4. SFJ;`I. S24,4-0-N. R2(M
FOIL:
Description: Mound SI'+krn GJ licdronna - ;Ven• C-r~rt+trra•fiorr}
Object I%Pc: POW IS Component Manual Re._ulated Objccl ID No.: I?25523
Maintenance required: 600 C'Pl1 Flow rate, 25 in Soil mininnun depth tn_ limiting factor I'ror
t original evade:
Skstcm(s): Mound Component Manual - Ver. ? 0, SB1) -10691-P (N.OI!01. R. 10 ! 12). Pros Ire Distribution Comrotient
Manual - Ver. '.0, SBD- 10 706 P ( N.01: 01, R. 1012 I ff Item I-ihs
1 he submittal descrihed above has been reviewed for conformance wish applicable ~Visconciit Ado min: rue vc Cadcs
and 14`isconsin Statures. 'I hr submittal ha: been CONDII ZONALLY APPRt_ 1 1). This system is to he ctn:etractcd
zuld located in accordance with the enclosed approved plans sold with any component manual(s) referenced above.
fhc owner, as defined in chapter 101.01(10). Wisconsin Sonde,, k responsible for compliance with all code
requirernew;.
No person nlav enrage in or work at plumbing in the stau• unless licensed to do so by the Department per s.145.06.
stals.
I Inc li>llowing conditions shall be nnct during construction or installation and prior to occupancy or use:
• Preserve dispersal area prior and during construction to avoid disturbance, compaction and use oftite site.
• With new construction; it is recommended not to actisalc the pump in the dose lark until the hulls arc pumped
prior to homeowner occupancy.
• Wactesvater generated front contractor's cleaning ufequipment and tools and or left over construction
products shall not be discharged into the drains dischar,ine• to the private onsile sa astcsvater treatment system
(POW'TS). It•aste eencrated shall be properly disposed of on-site or off cite.
• Any tall grasses, leaves and shrubs shall he cut short and removed prior to tilling the surface lilr installation to
present matting under the dispersal area. All loose rnyanic marerial to be removed from mound area.
• llivert surface seater prom POW1"S .Area.
• Prior to construction of the dispersal area, check file moisture content of the soil to a depth of 8 inches.
Snnearinand con dine of wet soil will restat in reducing the infiltration cap icily o' the soil. Proper soil
mot core content can be determined fa rol7in_ a soil sample betsucgn the hands. If it yolk into a 1;4- inch wire.
the site is loo "et to pre arc. [fit crumbles. site tlrepamtinn curt proceed. If the sire is too wct to prep rc. do not
proceed until it dries.
• All piping shall conbmn to SPS "fable 384.10- and SPS l able 384.311-5
• Insulate I)uildim;, sewer beyond 30 feet rer SPS 381.30 11 i)(.)
• Nell setbacks to meet chs. NR 811 & 812
• Tank Installation to follow all nlanufacntre's recommendations.
• SPS 383 54(1)(c) t he mana-vemcot plan fur a POW'IN shall 5pecifical l% address the servicing mechanics of an
aerohic or anaerobic treatment lank or a holding lank where either of the lollo\sing, conditions exist:
1. The hottom of the tank is located more than 15 Ret below' the elevation where the scrvicino ad is located.
J. The bottom of the tank i< located more than 150 fect'noriontall; from where the servicim- lad is located.
Vcrif property line(s) prior to installation.
• Puma Floa[s to be set ;in(] verified per* approved plan. An% chaones may result in puma resizing to meet
TDII and GPI11 Specifications.
Areas t i t are occupied ilh rock fia nn'mts. Irce roots. slumps and boulders reduce the amount of soil
as'ailable for proper Ircairocri. It ro othca it c is available. Ilcea in [hc hasd area ofthc mound must be eo otl'
at !!:oond Iev'el. A 1:Uwcr I'll .1re.l is Ww!l ;m\ o: the at,c\e Collihtlon, ,11v e11"I' I heed. To pro%lde
SLfflciew I'.lflltrame aria.
Owner Responsibilities
• the current owner, and ,.ach subscqu:rd o\vnct, shall rccuvc a cop.. 'l: till. Icucr uleludiap, a .:ruclioas IrePau:h
to proper use and nmiutcnatlcc of the spstenl, Owners c'a tll reeeice a cop; of the appropriate operation and
maintenance manual and~or owner's manual for the POW I S described in this approval SPS 383.54(1).
• In the viert this soil absorption svalenl or any of its co'nponcrt putts mal:unctions so as to crca:c a health
hazard, the property owrcr must tidlo\s the contir, cncy pkn as de'cr ibed in the approvc,i clan .
1 copy of the approved plans, specifications and this letter shall be on-site during corstruction and open to
inspection by authorized representatives of the Department, which may include local inspector.. All permits
rcquaed by the state or the local municipality stall be obtained prior w cornmenccmenl of
amslrpction! installations operation.
Ill _•rarnimg this approval the Division of Industry Service, reserves the ii0n to requite changes or additions should
c0ndn:ons arise making them necessary lilt code unnpliancc As per state state 101.1'(') nothing in this review
,hall relieve the desi;l-ner of the. responsibility for desiguin.- a safe building, structure. or component.
Irquiric, concerning this correspondence may be made lu me al the telephone number listed below. or at the addres,
on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and afro
others who are responsible for the installation. operation or maintenance of the POW "f S.
sincerely, Fee Required S 250.40
I ee Received S 250.00
Balance Due S (1.00
Tim Vander I.ecsl WiSMAKTcode: 7633
PrnateSewagcPlan Revrcwc Division ofIndrslrvServices
221 1 A4o Ida. Friday 0 am I o '00 11111
tim.v:mdei lec,t a i~iorlsnl toy
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name Hartman Homes
Owner's Name: D
Owner's Address: 744 Ryan Drive # 102
Hudson WI
54016
Legal Description: SW1/4 SE1/4 S24 T30N/R20 W
Township: St Joseph
County. St. Croix
Subdivision Name: Orchards Of St. Croix
Lot Number. 1 Block Number
Parcel I.D. Number.
Plan Transaction No.:
Page 1 Index and title
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Management and contingency plan
Page 7 Pump curve and specifications
Designer: Jeff Fox License Number: MPRS 223242
Date. 08110117 Phone Number 715-491-3458
Signature.
Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N 01101, R. 11/12), and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and
Pressure Distribution ComponHrNMsnreVffY 0 SBD-10706-P (N. 01101, R. 10112)
Version 7.0 (R. 11112) tt ((tt lI~~CC~~ Page 1 of 7
Ii~d~USTRY SEk~'JfGE
Mound and Pressure Distribution Component Design
pes;~jn ~i'Jo:kshee:
Site Information
R Residential or Commercial Design Note: Sant fdl (D) calculations assume a
Table 383-44-3 in situ soil treatment for
400.00 Estimated Wastewater Flow {gpd) fecal cofiform of- 36 inches
1.50 Peaking Factor (e g. 1 5 = 150%)
600.00 Design Flow (gpd)
10.00 Site Slope
100.00 Contour Line Elevation (ft)
25.00 Depth to Limiting Factor (in)
0.40 In-situ Soil Application Rate (gpd/ft')
Distribution Cell Information
75.00 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft)
1.00 Dispersal Cell Design Loading Rate (gpolft2
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution Y
Pressure Disrbution Information network? Enter Y c r N
C cr F ' e Center or End Manifold
4.00 Lateral Spacing (ft) If N above, enter the elevation ft)
b\2 2 Number of Laterals of the highest point.
0.156 Orifice Diameter (in)
1 / 'J 2.35 Estimated Orifice Spacing (ft) = 9.38 ftZ/orifice
2.00 Forcemain Diameter (in)
120.00 Forcemain Length (ft) Does the forcemain drain back? Y
88.00 Pump Tank Elevation (ft) E.ntBr Y or N
L U~ X 4.55 System Head (ft) x 1.3 934.46 Forcemain Drainback (gal)
' 12 03 Vertical Lift (ft) 5x Void Volume (gal)
~l 3.01 Friction Loss (ft) Minimum Dose Volume (gal)
0 v 0.00 In-line Filter Loss (ft) System Demand (gpm)
20.08 Total Dynamic Head (ft)
N3,O Dlameter Selection Manifold Diameter Selection
o tions choice in dia. o tions choice
1.25 x
1.50 x x
200
x x 3.00
x
x
Gallons/inch Calculator (optional)
Treatment Tank Information Total Tank Capacity (gal)
1250.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in)
Wieser Manufacturer gallin (enter result in cell B49)
Dose Tank Information Effluent Filter Information
800.00 Dose Tank Capacity (gal) lifetime Filter Manufacturer
22.16 Dose Tank Volume (gal/in) 8 Filter Model Number
Weiser Manufacturer
Project. Hartman Homes Page 2 of 7
Mound Plan and Cross Section Views
_ -t
J
' 1110B Observation Pipe I N
ll- K A
,
W 1
I p
~ -1
L -
Mound Component Dimensions
q 8 00 fl E 20 60 in H 1 00 ft K 9 33 ft
g 75.00 ft F 9 50 In 15 B~ it L W 9325 65 ft
99 ft
D 11.00 in G 0.50 ft J
600.00 (ft) Dispersal Cell Area 1566 96 (ft) Basal Area Available
8.00 (gpd/ft) Linear Loading Rate 7 50 (ft} 1110 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
_ G S H
Finished Grade 102 71 (ft)
F pi 5peisal 101.42 (ft) Lateral
Cell Invert
100.92 (ft - ► 1
Dispersal Cell
Q D
Elevation 4.
a.
100.00 (ft) Contour Elevation
S10-0 % Site Slo Geotextile Fabric Cover
eersal Cell see lateral details on
Shading Key : $ Page 4 for number, size.
1J - Topsoil Cap o 1 5 ft and spacing of laterals.
2 Subsoil Cap ° I - I `j O + Laterals are equally
cli ASTM C33 Sand o I I F spaced from the
Typical Lateiai I distribution cell's
Tilled Layer c c 0 5 ft i - FJ5 centerline in the
Aggregate ° L- distribution cell (AxB).
M A--~
Page 3 of 7
Project Hartman Homes
End Connection Lateral Layout Diagram
ll ~lri ilt-.+.nre- ~~-rThe.6-~~iTei-sicn •_T.".'V'a~ ba I;,,& ..In _.ut plu'; I
-P ^~I ..Flc.lrs ]nllre nn rPw DOn ,m of the Idler 3l
All INeral• aerAmti<-I h_ X
e 7U 311) F 1f - 1
II F ri.'~m)In PnaaBlrl r I] Fe Or Ir ~RieMl ItJ tlNp ed
lnltl at . fOtr rtlan '..r r.. 411P c
Lateral Diameter in Orifice Spacing (X)
Number of Laterals 13.52 ft
M20,08 Orifice Diameter to
Lateral Length (P) ft Orifices per Lateral ft2lorifice
lateral Lateral Flow Spacing Rate (S) ft Orifice Density
9Gm Manifold Length ft 50 in
System Flow Rate gpm Manifold Diameter ft/sec
Total Dynamic Head it Forcemaln Velocity
Dose Tank Information Locking cover vdth warning
label and locking deuce and
waled watertight
Electrical as per NEC 300 and I q in. into.
SPS 316.300 WAC Disconnect
Alternate outlet
Tank component is property vented location
Forccmain diameter
Weiser manufacturer 2 in
_t
Ca actty 800.00 Gallons A
Volume 2216 gavinch
Weep hole or anti-
Dimension inches Gallons B siphon device
A 19.48 431 58 C pwn nrl elevation (n)
B .00 44,32 88.89
C 3 3.93 86-99
D 10.70 231.11 D
Total 36 10 800 00 1 Dose tank elevation (1t)
3" Bedding un er tank 88 00
IVott. Swanc~s
Alarm Manuafacturer Rhombus conlalning men:l.uy
Alarm Model Number MJ Plugger _ may not be used u
Pump Manufacturer Zoeller thls systelr-
Pump Model Number BNitk
Pump Must Deliver 34.46 gpm at 20.08 ft TDH
Page 4 of 7
Project Hartman Homes
Mound System Maintenance and Operation Specifications
Service Provider's Name Jeff Fox Phone 715-755-2461
POWTS Regulator's Name St. Croix County Zoning Phone
System Flow and Load Parameters
Design Flow - Peak 600 gpd maximum influent Particle Size 118 in
Estimated Flow - Average 400 gpd maximum BOD5 220 mglL
Septic Tank Capacity 1250 gal Maximum TSS 150 mg1L
Soil Absorption Component Size 600 ft` Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cful100 mL
Service Frequency
Septic and Pump Tank Ins ect and/or service once eve 3 ears
Effluent Filter Should inspect and clean at least once ever 3 ears
Pump and Controls Test once eve 3 .years
Alarm Should test month)
Pressure System Laterals should be flushed and pressure tested ever 1.5 ears
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)(0. 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 Cleanout
Sprinkler Valve Box Plug or Ball Valve
J
Distribution
Lateral Long Sweep 90 or Two
45 Degree Bends Same
Diame er as Lateral
Project, Hartman Homes Page 5 of 7
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
This system shall be operated in accordance with SPS 382-84 Wis- Adm Code, and shall maintained in accordance with its' component
manuals ]SBD-10691-P (N.01101. R. 11112), SSWMP Publication 9 6 (OIBt), and Pressure Distribution Component Manual Ver. 2.0 SBD
10706-P (N. 01101, R- 10112)] and local or state rules pertaining to system maintenance and maintenance reporting.
No one should ever enter a seprc or pump tank since dangerous gases may be present that could cause death.
Septic and pomp tank abandonment shall be it) accordance with SPS 383 33. Wis. Adm. Code when the ranks 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 must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a lank or component.
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stals The contents of the septic tank
shall be disposed of in accordance with NR 113. Wis- Adm- Code. The operating condition of the septic tank and outlet filler shall be assessed
at least once every 3 years by inspection
The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the filter when removed from is enclosure. If the filler 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 its contents removed when the volume of sludge and scum in the tank exceeds V3 the liquid volume of the
tank. If the contents of the tank are rail 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 lank.
The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, it such products
are used they shall be approved for septic tank use by the Department of Commerce,
Pump Tank
The pump (dosing) lank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verity proper
opefabon. If an effluent filer is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound 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 tire mound is not recommended since sou compaction may hinder aeration of the infiltrative surface within the muufal and
snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily
mulched as protection from freezing.
Influent quality into the mound system may not exceed 220 mg1L BOD;,. 150 mWL TSS, and 30 mgrL FOG for septic tank effluent or 30
mM. SOD.., 30 mglL TSS. 10 mg1L FOG, and 10" cfult00 mL for highly treated effluent. Influent flow may not exceed maximum design flow
specified at 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
flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when
the system was installed to determine if orifice clogging has occurred 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 IeveLs shall be reported to the owner, and any
levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Continency Plan
If the septic tank or any of its components become defective the tank of component shall be repaired or replaced to keep the system in
proper operating condition
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance
.
If the mound component fail: to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced
in its present location by krcreasing basal area it toe leakage occurs or by removing biologically clogged absorption and dispersal media, and
related piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider-
Pretreafinent Units
The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection
units are attached as separate documents and are considered part of the overall management plan tot this system.
Site Search - Zoeller Pump Company Page 3 of 3
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W PUMP PERFORMANCE CURVE
MODEL 15111521153
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GALLONS c tD
LITERS - t0 g0 120 160160 200 240 280 320 360
FLOW PER MINUTE 014508
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SOIL EVALUATION REPORT #2790
BSp C'Pzrt n )f afely 8-1 Pnt'--F dnllo ~IU^s ?age 1 of 3
S "'iM oh u oare'.y and ..ufldfnps II Tech Scil .4 Site Evaluation. LLC
_ In e..cordanca with Comm 85,'NS. Adrn. Code
` County
Attach cumplutu site plan or, paper not less than 07: x 11 Inohus'It sil Ptan most SI. Croix
nr ode, but not limited lo: veilcal and .horizontal reierenre punt (Bfvi, direction and
percent slope, scale or dimonsions, north arrow, and location and distance to nearest road. Parcel I.U. it
Please print all information. Revievred By Date
Ferro'01 nlormallo n yw pruwx may x uses rnr>eenndary purp:ses ;t'r',acy Law, 15,40 (11 (m)),
i •cpet/ C*.vner Prooerly Location
HARTIv1AN HOr•:1F5 (to•.•t. Lst SW1/4, SE114, 524, T30N. R20::r
-5rnpe•iy Q•.vner'r. :Vaii rig Address Lot # e sck # Subd. Name or CWx-
i 744 RYAN DRIVE 9102 1 I NA ORCHARDS OF ST. CROIX
- -
C tj Slate Zip Code Phone Nurnbc: Pay I _I ViI!a9a ~i ibwn `+eares(Rrad -
HUDSON 4V1 54010 715-371-'.555 _ S`..Joseoh 25TH STREET
r
Nov; coot action lire: Residentlal,Number of ocdr,o,-s _ 4 Coda derived design flow raze 600 GPD
'L Replacement Public o- commercial - Ce-crhe: NA
Parent material GLACIAL TILL prod plain vluvalion, if applicai)le NA @.
General comments Redukrs an 11' sanc'ill mound!xlmpmartL ua Ire. nc,e if dirt xiticn o-:11 to hr, ivtalled ~.ona 1=,e flagged 100.00• grou'id
and r-ecomrendolons: cmlolu. M4 Amum Canal SI R=0.4 ,c%"r';r. Use ti;;,: dr, :ln slope at fi8_[ir,J
i j During # ❑ Becng _
III___III ® Pit Ground wdaoc clef. __I.C0.3(: I: I'l'.1% in !!i-: imq f,rtnr 30 in. Soil Application Rate
Hot zon Depth Dorrili Co of Redex:'sscrFIr0r'. Tex7Jre Slruc'ore Cnnsislenr. Boundary is
GPClfN
n. Ltunsall Ou. Sz. Cad. Color Gr. Sz. 9e. T"I 'FIM2
? 0-7 10YR 3/"2 3. .1 SIL 2 F SOK MVFR CS 2F,1M11 0.6 0.8
- - - - - -
2 7-16 IOYR 4/3 Sil. 1 C SM P;VFR GS 1F 0.4 0.6
3 16-30 7.5YR 3/4 CL 2 M SBK MFR GS 1F 0.4 D.6
F3F SYR 578
4 30-40 _ 5YR 3/4 LOYR 57s GRSCL 1 0 M - MFI 0.0 0.0
I
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2, I Boring N IJ Bonny
Pit Mound suda::e e'ev. ?5.50 t. Deptt to uniting `actor 25 In. Sol Application Ri:ei
Horizon Depth i 0011nanl Cuter R%da: L'osu pliun Texture SU~cF_rc Co.°sslance aauntlary Roots
in. Manse iJo. Sz. Ccnl. Color Gr. Sz S11. 'Erma •E(fV
1. 0-7 MYR 3/23/2 3 SIL 2 F SOK MVFR CS 2F,SM 0.6 0.8
4 .6
2 -7-21 - 10YR 4/3 1! - SIt 1 C SBK b1VFR GS 1F _0. 0
31 21-2S 7.5YR 3/4 SCL 2 M2 M SBKMFR GS -1F 0.4 , 0.6
- - -
I GRSCL 0 M MFI - 0.0 0.0
q 25-33 SYR 3/4 ---C2CIOYRSYR573 Y8 1
Efflumant 41 = DODS> 30 220 mgfL and T$$ >3Q < 150 mgll. ' G1Puon1?Y23EDD;_-±-39-r aIIJ TSS _30 mg+L
CSI Name (.'!ease ?rlny Slyralu2': ~ CST NUInbof
William J. Bergh 227819 _
Address Geo Tecn Soil a Sife Evaluallcn, LLC Da W Evaluation Conducted Telephone Mur-1t~cr
I 11091 30th Avenue Chipial Fa'Is, IN! 6.1729 3/2014 715-577-Il
PmxnY Ovrner HARTMAN HOMES Par,.al Page 2 cf 3
F❑ Boring
.3 Boring # ~P-t Ground surfnz elev. i0C,10 fl, Depth !o limiting tacter_2$ in. Soil AppGhalicr. Rat
Horizon i Depth Domin^onl Color Recnx Description Texture Sta.ctcre Ccrsis!onco Boundary Roots _GPD"P
in. Munsuil Do. Sz. Cont. color I Gr. Sz. Sh. 'Etmt •eYY2
1 0-6 10YR 312-3 SIL 2 F S6K MVFR ; CS 2F,1M f 0.6 0.8
2 6-19 7.5YR 4/4 L FS I 0 MVFR GS 1F 0.5 1.0
- -r'-- . -
3 19-2$ 7.5YR 3/4 GRSL 2 M SBK i MFR GS 1F 0.6 0.8
SIT 5115
q 26-36 - 5YR 319 I 1 GRSCL~O f i NiF2 - 0.0 0.0
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Boring #
❑ rSoil Fit Grourd surface elev. ftCQpth to limiting faster in. Applicatio ion Ra!e
Hor!znn Depth Dcm;nani Color Redox Description Tex!ue Structue Consistence Boundary Roots GPLrYl'
in. lkinsel' Qu. Sz. Cort. Color GrSz. Sh. Ee#' rps2
~ l
I -
I
❑ Borings,
Boring X Pit GfOLVJ su•face elev. k Depth to limiting factor in, a _
LL~~~JJJ Soil Application
Hn:.ron tenth Domlrant Color Renox Description Texture) Structure Cens'slenoe Boarttlary Kocts GPDIR•
in. Munse'l Da. Sz. Cont. Cow Gr. Sz. SIT.
I •trwt •=_ttn2 -
t
'FIIi.eIT tFf NOD,>:i0<220mg:LnIT dTS S>300:L n`rlue'nN2=C-CE" 30 mg'L aid T55 ~-30 tn,iL
'ILe Dcpartmrni of Snfnly ,mc'. Prnr°es::ior.al Ser: ice<e is ^_n egeal or'perlun fy smice p.-o ider anr'. emploocr. If yon need aslisranec to
11,tcrii :rl an ulusn: a G~.::. i1 c i.t tim dcFznmrnt :n LDE-2Cg.3 U! ,~r I I Y Tim ugh Reny.
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BUIL014G SEWER MUST COMPLY
R) WITH SPS 362.2C WAC 11')(C)
LOCATION OF WFLL MUST OCh!pLY
WIIN WDNRCAS. Nit 411 A d'2
d SFNCHMARK FLEL'AiDitd='U~!]'
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sys ar ".a~ w GEO TECH, LLC X 035 TC Fu~MA ORCHARDS Or ST. CROIX
•a .r nm.c -a Ir avnc LON_
xdano .n rta' t. u t 11031 30TH AVENUE - HART% 1 J O16VF SW-SE-24-30 2C4`i LOT #1
:.,c all 11 a,w ww'' CHIPPEWA FALLS, NlI 54729 25711 SIPLLf ST JOSEPH TOWNSHIP
PLOT PLAN
»r L.v u,..a ov:k ipR ntsl i49o Fax. (9a4:+CO-?,;7 I{ou:, luJt, v;l ST CROIX COUNTY, WI
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ST. CROIX COUNTY
SFPTIC TANK 11,1MNTAINANCE AGREEMENT
AND
1 OWNERSHIP CERTIFICATE FORM
C)wncr,•'13nycr S' t l.au V 4 - ~--L.~~ ~q - -
\;ailing Address ~~2 W P~.L0.S k-`~- p~}__!_04 C,&KSI M~
-
Property Address C/
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11 (Vlmt:tatim rttlriratFrn Plx~tinp, Deprvc::mtfxnew•cm2ltrimi
CitviSlatc_Rpv.\ "gbh Parcel Idcrttiticalion Number
LEGAL DESCRH'HON
Properly Location-'/., Sec:__ 1___N-R_ -W, 'Cowan of
Subdirisiou t~ r C,k-ty ds Lori? -
Certified Survey 11ap'. . Volume Pap
',Vartanty I) veld _ volnnte
Spar: house-Ye5 -X-no l.ot line, idattifiable Xya no
SYSTEM MAINTENANCE,
Lnproper use end tvaintatance afyorsxptic system cool<I ;esul[ its prenutute fSiltve to handle .ecstee.
Proper nmintertonce. consists of pumping; out the ~wcptic tvhk ey-err dnrec y.ars or stwner, ifn<: deJ by a lie-+sc1
aoa:per. kk fiat von port ieio the svstem can atlect the function of the septic tank as a tra+lment stare in' he waste
disposal xyslcnt.
'Hie property owncealgees to submit to St. Croix Zoning Ikpartmccl a certification form, si,wLil by the
owner :end byamaslerplnndtcr,Jowneynun plmolx:r, r<strl Ctedplurnltcr or a licensedpumper veriftingdrat(1)thcon-
sitew'astew;~terdiy-toed sys"ll i.in proper opcraling coedition= or(1)alien inspeclion:md pwnping (it necus::ry).
the .septic tank is less than I l3 full of sludge:
Ilwe, the wtdcrsim"I havered the alwvc rcrlrriremuhts and aen~ to rm+intain the private scwees,,,e disposal rystcm aih
the standards set fodh, herein. as xl by tit ncpartmenl of Columerce and ua• d+e Dtpartmeut of Natwal Resourc,~.
Scale of Wiscousah Cedifsatioa stating! ~at your.szptic system Las been maintained meet be etmpledad and returned to
die St Lois County Zoning l?Ilicc wothin 10 d• of the three ycv oxpiralion dale.
SG~ATCROP AYPLIC:.F ` g"•,F
of proposed bedrooms t /
OWNF'R CERTIFICATION
I (we) certify that all statements an this form are true to rite best of my (our) knowledge I (r+e) ant
inre) the owner(s)of (lie prupeity described above, by virtue of a warranty decd hecorded in Rev)stei of
Dads Office,
` ~ !f
,NATl1RF. OFAPPLICANT (:.4\'I' t~
Any mf<rmnim them is r_u=re .nmred re..ahi+the -=itryi=m36eiagrevoieJ Sy the 2at~ng Dry~uumi»~••
" include wrtlr this application a sanved v`sr v creed li*m the Reaetrr of lkn6+ or e
a wily of the catitied su cy nnp 1 reference ill made milie w•aa»v deed
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SOIL EVALUATION REPORT #2790
-.SpE Depalmen!ofSafety aidlo,cessionalSer.ices Page I of 3_
','is of Of Safety arid kildi•ics Ceo'leoh Soil 8 Site Evaluation, LLC
in accordance with Comm 85,V05 . Adm. Code
County
Attach complete site plan on paper not less than 8%x 11 inches in sire. Plan must St. Croix
include, but not limited to versa' and horizontal reference point +,BW direction and
percent slope, scale or ifitersions. north arrow. and location and distance to nearest road Parcel I.D.
0a C~
Please print all information.
Reviewed By Date
ate
Prsonai In•cr°•auon Ynu plraice may tw used ra senondary pl.rprses mm:acy t aw s is oa im!f I21lr
Property Owner Properly Location
HARTMAN HOMES Govt Lot SW114, SE1/4, S24• T30N, R20W
Prope,ty Owner's Mailing Address Lot # Block # Sabd. Name or CSM#
144 RYAN DRIVE 9102 1 NA ORCHARDS OF ST. CROIX
City State 71p Code Phone Number City V~I'aoe Town Nearest Road
HUDSON WI 54016 715-377-1555 SLJoseph jD 25TH STREET
New Constnmhon Use Residential i Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement --I Public or commercial - Descrbe NA
Parent materia' GLACIAL TILL - Flood plain elevation, d applicable NA R.
Geroral colrmems Regjires an ' I' sand fits •nouna c irrpoiri Upslope edge of d strioution cell to be installed along the flagged 1 CO W' ground
and recommendations: r.cntour. Maximumbasal SLR-04;e'fe1f Lse 10% design slope at flagged corlour. tMAir 1Y*C-7n /niS aes,LCc XI)K~'D
QEGtwIQ SlrEsuitev~y MWOws15 ~ 1+IIT~y2 g4ltf'E-C- 4F'nC✓r-
u
Boring # Boring
Pit Ground sulfare elev. _ 1.0.0.30 ft. Depth w limiting factor 30 in. Soil Apphca:. on Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD.ft'
in. Munsell Qu. Sz. Cent Color Gr. Sz. Sh ! •Ena •Eff11
1 0-7 lOYR 3/2-3 SIL 2 F SBK MVFR CS 2F,1M 0.6 0.8
2 /-16 10YR 4/3 SIL 1 C SBK MVFR GS IF 0.4 # 0.6
3 16-30 7.5YR 3/4 SCL 2 M SBK MFR GS IF 0.4 0.6
4 30-40 SYR 3/4 1 FOYR 5YR S5J5/8
GRSCL 0 11,1 MFI 0.0 0.0
Boring # Boring - -
Pit Ground surface elev. 98.50 ft. Depth to hmi::cg `actor _ 25 in Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
in. Munsell Qu. Sir Cont. color Gr Sz. Sh -Efra. •Er#2
1 0-7 10YR 3/2-3 SIL 2 F SBK MVFR fS 2F,1M 0.6 0.8
2 7-21 lOYR 413 SIL I C SBK MVFR GS IF 0.4 0.6
3 21-25 7.5YR 314 SCL 2 M SBK MFR GS IF 0.4 0.6
4 25-33 5YR 3/4 C20 5YR 51•'8
10YR 53 GRSCL 0 M MFI 0.0 0.0
Effluent #1 = BOD? 30 < 220 mg;L and TSS >30 < 150 mgr_ ' Effluent #2 = 5 _ and TSS < 30 mg:L
CSI Name (Please Print) Sgnatwe: r CST Number
William J. Bergh 227819
Address Geo Tech Soil 8 Site Fvaluaton. LLC Da' Evaluation Conducted Telephone Number
11091 30th Avenue Chippewa Palls, bVl 54729 0:23/2014 715-577-6838
111.1 xi; IIN -:III
PrepeT; Omer HARTMAN HOMES Parcel ID# Page 2 o` 3
Boring
Honng a Pit Ground surface elev. 100.10 ft. Depth to limiting factor - 28 in
Soil Application Rate
Horizon Depth Dominant Color Red ox Descrption Texture Structure Consistence Boundary Roots GPDMt'
1 in. Munsell Ou Sz. Cent Color Gr. Sz Sh. 'Efytt •EMa2
I 0-6 10YR 3/2-3 Sit. 2 F SBK MVFR CS 2F,1M 0.6 0.8
2 6-19 7.5YR 4/4 LrS 0 5G writ GS IF 0.5 LO
3 19-28 7.SYR 314 GRSL 2 M SBK MFR GS IF 0.6 0.8
5,18
4 28-36 SYR 3/4 F3F SYR I OYR 513 3 GRSCL 0 hl MFI 0.0 0.0
I
I
Boring
Bor rn P Pit Ground surface elev ft. Depth to uniting factor in
- - Soil Application Rate
Horizon Dopth Dominant Color Redox Description texture Stricture Consistence Boundary Roots GPD/ft'
in. Munsell Ou. Sz. Cent. Color Gr. Sz. Sh. 'Errol -ee,rz
i
Hor.nO
Boring # Pit GGound surface elev. ft Depth to limiting factor in.
L Soil i,pplicahon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bourdary Roots GPD'h'
in Munsell Oa Sz, Cont. Color Gr, Sz. Sh •Efhrt •EfY'2
i
i
Effluent #1 = BOD-> 30 < 220 mg!L and TSS -30< 150ill ' Effluent #2 = BOD, < 30 mglL and TSS - 30 m91L
Ilte Department ol'Safety and Professional Scrvicese is an equal oppurlunily service provider and employer. If you need assistance to
access services or need material in an alternate lormal, contact the depanmcnt at 608-266-3 , I> I or 1-1'Y through Rclac.
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PIN FLAGG.G LLB '
V1 / / - - unuss svc r ur PO-ED >yW-s
100' A VA(L ii :.+larm>aE xci v:EC •4 Ree.e
iYE EIE-taR•- Wai.F Lf NEi<'EDfx.x
I!., / -PING rh ~.%R °C--' Pnu.E w.fx rRr.LENrLn•cfa
BUILDING SEWER MUST COMPLY
WITH SPS 382.30 WAC 111)(C)
R LOCATION OF WELL MUST COMPLY
WITH WDNR CHS. NR 811 8812
3ENC-I.IARK FLEVA-ON - 10(10
-EASE OF El I I IE2 FENCEDOS-
n "[]N:;=501. BGRh:;.S''
UOC4'CA;oS3:PI-i5j
* Nf: APPAR=A" SPS 383.4:; SFTRAOKS
0 UE5[;RIEEU LOCATIONOF LOT LINE
Q LOCATION OF RIGHT-OF AAY
Q CENTERLINE OF DESCRIBED ROAD
F-USECVOCC.M%75 GEO TECH, LLC 77 FORMATION: ORCHARDS OF ST. CROIX
•+nt-a+twn.Nnn;.n+:ra:cer.: JOBSITE IN
11091 30TH AVENUE SW-SE-24-30-20W
«-a -d t, go,a me. T+rm:m 11 R.,, HARTMAN HOMES LOT #1
-:L<.o~:.ma,rt-Naal<-D:c.~ya CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP PLOT PLAN
r„-n u.: u-eD:•<~;..:enrxv,x PH: (7151577-6838 FAX:I80466-8:73 HOULTON; WI ST. CROIX COUNTY, WI
a:n:~anu. o'ma.n:un:nm:.~r
email: ei0)gwastewaterpros.cola F/r+CEL DESCRIBE' :S 7,11 AC
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