Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
651380 030-2153-32-000
Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village Township Paul Corey & Deana Kerrigan TOWN OF SAINT JOSEPH CST BM Elev: Insp. BM Elev: BM Description: J 2�� VC c6 TANK INFORMATION TYPE MANUFACTURER w/ L CAPACITY Septic cE' SC (� Dosin Aeratio Holding TANK SETBACK INFORMATION TANK TO P/L WELL Vent to Air Intake ROAD Septic �-S EBLDG. 1 Dosin 7 Aeratiory Holding PUMP/SIPHON INFORMATION Manufacturer Dem GPM Model Numbe TDH Lift rictio ss System Head TDH Ft Force n Length Dia. well SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 651380 State Plan ID No: Parcel Tax No: 030-2153-32-000 Section/Town/Range/Map No: 20.30.19.3102 STATION BS HI FS ELEV. Benchmark .�:65 (os•�5 joo.o Alt. BM Bldg. Sewer q.2 , Io1.gq SUHt Inlet OD•dl St/Ht Outlet (0.03 `j961' Dt Inlet Dt Bottom Header/Man. r_ � I Dist. Pipe � • � � J 99ly Bot. System Final Grade t 3•�a DI.9S St Cover �•bo D .og,� SMOEENCHJ DIMENSIONS Width Length ' b No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO Type Of System: 60�' n eMX'tG�P-�L P/L if ` BLDG IWELL �J, LAKE/STREAM LEACHING CHAMBER OR UNIT Manufacturer. r Model Number:�-, r .�.r. [ DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake tl ,,11 QQ' �f -loU Pipe(s t 3 3 Length Dia I Le th Dia Spacing SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded Mulched Bed/Trench Center Bed/Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No Ix K (O ME�N�T�S:, (Inclu a code discrepencies, persons present, etc.) Inspection #1: 4/1/ 20.1 Inspection #2: tnn tog— ocation: 1486 49TFV ST 1.) Alt BM Description = 2.) Bldg sewer length = 3(0 i amount of cover = 24'14- 30, r.,',LC 10 '{2 ri 30.0 r 3 � 3 • o I (`� szr S .,�. ST-� (�{t„ �„a�n.p �' ) oakr.Q . Plan revision Required? ❑ Yes X No Use other side for additional information. Z ate Insepctor's Signature Cert. No. f,4N- 2c).zY twq Department of Safety C & Professional Services, tart' Per. Number (tale filled in by Co.) Industry.Se Sanitary Permit Applicatio BAN 9 2024 Sult Transaction Nun'A Tn accordance with SPS 383.21(2), Wis. Adm. Code, submission of this fonn to the propriate governmenjaI I (if different Ilian mailing address) is required prior to obtaining a sanitary permit. Note: Application fortis for stale -ow mvem,Address the Department of Safety and Professional Scrvimq- Per,,=a1J,*rmat,:0n you provid plj7incjsc. n accorclancc %vi ill the 11:ivacv Law, s- lf-0:= (1)(:-n), PH tit A.11 Infol.-imatiullV ., Properly Owner's Name Property Owner's Mailing AWss Property Location Gov,- Lot Phone Number -/,, section City, State Zip Code —2k— — Lott; N R E j. I Vpc afBui1dktfg that apply) Cl I or 2Family Dwelling — Number ofBcdwoms N Suhdjv,.,,i(.)n irne t3lock-# V(- )) � 0 Publ i c�Corrmicrrial —Describe Use 0 City of 0 State Owned — De=fibe Use CSM Number 71 Village of 111. Typc of VOWTS Permit: (Check cither "New", or other :qlplicnhlc in line ACheck nne bbidlril 11iii , B., CbMplete line C. il a licable, A, New System RcPhicernerit System El Other to Existing System (explain) E Additiona'4 Unit (explain) E' El Holding Tank 1AT-Grnde g �pEMound 7lndivid,Site Desi_nEc (cx Ia in) !round (conventional C - El Renewal BczfoTc ❑ Revision Change of Plrjubcr El Tnar.sfer to -New Cvmcr Lis[ 11rcvio,,Ls Permil Number and Dare Issued Expiration IV.)Disp,-pi:���x*�ati4-On,tArea.and Tank liiforrnation� 2 Design Flow (gpd) Design Soil Application Dispersal Area Required (,,,o ll;sncrsa[ Area Proposed (s System Flevat:Lon Capacity in Total 4 of Manufacturer �. Tank Information Gallons Gallons Units sus �to -2 New Tanks Existing Tanks et 7, V, Septic or Holding Tank i]osiag Chamber 6, u' ei� ign e j. ass -L-risttiflation a f the POWT s o no -V.'jZesp-oljsJhility1S.. te,Ment-' tj the rid assume responsi tY. for It W, n the attached -plans. Plum r' Name rin --7 Plumber's Sig"'MP/-M-PRS Nun-.ver Business Phone Numbcj- 5z ZZ P111T 4ber,j Adnes's. trect, City State, Zip Code) "7� P V1. cottfity 140pstirthihit,uk oftly. Approved Permit Fee Da gent Signature Date lssocd T-q A 1 $ 5�0 v 11 enial L&La, Condit i ons GfQ �rov /Pr f^ n °^, "'oval SYSTEM OWNER: 1. Septic tank, effluent filter and dispersal cell must be serviced I maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code / ordinances. Attach to complete plans for the system and submit to the County only an Papa not less than 8 1 /1 x 11 inches in size SBD-6398 (R. 03122) Elevations & sketch by Kim O'Connell C) *All property lines not O Benchmark SYSTEM NOTES }%A1 drawn are >100ft from Seatic Tank: (�% / system � Sal Boring + + + + + + + + + + + `') SCALE + -+*Well#o be legated 450ft + + + + + + - I 20' ..F froapoil trfatmegarea i . + + + V51 qm tanks** + + + + + + + + + �• % � LOT 33 + + + + + +/ �oPag' ;�i + + + + + + Note: *B1- 5 observed + + + + + +1 7/29/06 by 'tt Soil + + + C>l + -{- Testing'," cry101.79 r - + + �� + + - LOT 32 = + + + + + +! + + + + + 'F�. Tree + + + + + +/ line + + d + BM1+ 100.0 + -f- / i � + + 4\ To " PV pipe / + + + (seat 7/29/+ �2 Sch(Att Soi�Testint +/ z + tom' + - + + + + +/ + + + \ Notre' Alt. B�l set + o ��, + + , -$chmiit-16oii Te$tin -f- � C N LOCATION MAP (not to made) 7/2-VO6 foWd dis"ed + l \Ste_ m \ + ++ >, LOT 33 SITE ' + ' + + + + ( (J+w� • t 16% LOT 31 + + + + + + +` // PREPARED FOR: + + + + + + _ ; PZ + + + �B ste a ress: BM2 = 100.00 \ r. ; Drarl'i3C�Et I486 49TH sT p 80 -�, - ,, Houlton, WI54082 Top nail in 5" Birch + + + • , • _f,>!SC'12 '` tree 3" above grade ,, + + +pro: oso ziss sz-000 3.0 Acres g n /' Legal: Lot 32 Pioneer Ridge (Set 4/19/22 by LOT 31 -{- \• NE 1/4 NE 1/4 Advanced Environmental) Pz�^ X \.� S20 T30N R19W drullmd Stelrrrnt Town of Saint Joseph ThM ermtrn h= bow dmdwmd ad smdudan ad In axadance vM SbAs d Local code& The sd badman am mud doymyam *War y� � p � ,' ND WApMMY 19 WIDE 7W 710 SrS M WLL CWKE 70 MPLI ON VOaAIIElT mr %vWM MM be mab mabAdnmd. Rader yaw m dw4 nwagwat plan hr hd«mdlon an pwo =m and molnEnmom Scale: 1" = 40' Project Neme: ownsrs Name: owner's Address: Towmft NV'ENTIONAL COMPONENT DESIGN Restdongal Appticat an INDEX AND YI LE PACE I Subdlvislon Name: Lot Number: Panel ID fir: Page 1 lndsx wwwe Page 2 Not Plan Page 3 S & Cma-Ssdon Pegea !fir Pegs S tsncs frAmnown popePop IehnsM PiAn 7 ........�,...._._ pap g CSM or Rat A LL)Ai W Test & Nouse Pbro Deelgt�er�. lkeoSs NUIet1Bt: -, �1�%e Dale: - �.., Phxw Numbsr Sin@ t.a �► s» � lfoa � � tar aaro�cs was xo 8goaprgs.a Plauat?. Pop t *All property lines not O Benchmark SYSTEM NOTES }%A1 drawn are >1001t from Seatic Tank: (�% / system �SalBoring + + + + + + + + + + + `') SCALE + -+*Well#o be legated 450ft + + + + + + - I 20' ..F froapoil trfatmegarea i . + + + V51 qm tanks** + + + + + + + + + �• % � LOT 33 + + + + + +/ �oPag' ;�i + + + + + + Note: *Bi- 5 observed + + + + + + 7/29/06 by 'tt Soil i + + +� C>l + +Testing* C `81 ° �f + +� + +1o1.7s LOT 32 + + + + + +! + + + + + 'F�. Tree + + + + + +/ line + + \ d + BM1+ 100-00 + + / / + -f -}; + Tol2" PV pipe + / + + (set 7/29// + Cis' + \ - Schl iltt Soi�Testinj) + + + + +/ + + + \ + + + + + /1 A 7� + + + + �. " �-�- Notd.' Alt. B�l set + + + \ �hmitf}roil Testing +C N ^ \ m • LOCATION MAP (not to cede) + +33 7/2-VO6 fo4od dis"ed + l \ \.+ � LOT lam_ • + + + +/ 1 s� \. ` ' \' �+ SITE + + + / t 16%, .... + + + + ( e' i L0731 � _ ••• .NAVE + + + + + + +` PREPARED FOR: + + + + + + _ ; PZ + + +B ! Ste a Tess: BM2 = 100.00 \ r. ; Drain,3C�Et 1486 49TH sr p 8O -�, Houlton, WI54082 Top nail in 5'B Birch + + -V' + • , • _ f,>! SC' 12 ' ` tree 3" above rode ,, -f -f -f ,� pro: a3o-zis3 3z-000 3.0 Acres g ,L \ >C %`/' Legal. Lot 32 Pioneer Ridge (Set 4/19/22 by LOT 31 -{- \• \ NE 1/4 NE 1/4 Advanced Environmental) T. T3oN R19W drulled �eierrnt TM@ �n Iwo bow dedwmd ad ordudad In aoeaNarwe vM Shoes and Laed dodo, TAe sdl tradnwt ono � � Oyay� *War on 1 p Town of Saint Joseph ND WApMMY hri WIDE 7W TIM SYMM WLL CWKE 70 flMMM YOaAIW Siatem MM be maarrb maned. Revise yaw a dw4 nwrwWwt p� Tar tnWnwUm an p "m we ad whown Scale: i" = 40' W. ft ,C Sohe" 40 FkW Grade w t Neat Cop ft Lsod*lgChamber � ft T;Bsvodon ft ft i[� 7! V =; L 771: 77 " 711TI I iiiiim #iiffll lilll�lflf{lfifffiff iffffilffffffffff{ffflllfiffi I Trench 1 I Iflow",\ 4' Dia. french 2 Header jdlliili11�I1Q.�r�l�1lC Manufadurer And Model +. _ EISA Ra*K .-20_ sq It per chamber Sod Appkadon Rate ��. qpd/" It � Design Flow �_ So: Rats f_ EISA_ Chwnbers 2 rows of chambers each. PLY-. Inc mrovstansanPmcu�t t7+enav' Zabel* A C)M*w of %htk Inc PL-525 Effluent Filter 11-525 1 ilter The Plv 525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear fret of 1/16" filtration slots. Like the Polylok PL-122, the Polylok IT-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. , I vatIIres; • Rated for 10,OQ0 GPD (gallons per day). • 515 linear fact of 1/16" filtration. • Accepts 4" and 6" SCHD 40 pipe. • Built in gas deflector. • Automatic shut-off ball when filter is removed. • Alarm accessibility. • Accepts PVC extension handle. PL-525 Installation: Ideal for residential and commercial waste flows up to 10,O00 gallons per day (GPD). 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to centor filter. 4. Insert the PL-525 filter into its housing. 5. replace and secure the septic tank cover. 1/16" Filtration Slot, 10,000 GPD ALcepts 4" do h" SCE 11) 40 pipe PL-525 MaiMien" QQ WT romme ffiter If water level is The IIL-525 Effluent 1 tamers will operate e tcient y for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed.. 4. Pull PI, 525 cartridge out of the housing. 5. Hose riff filter over the septic tank. Make sure all solids fall back into septic tank, not into filter housing 6. Insert the filter cartridge back into the housing making sure the filter is properly atigned and completely inserted, 7. Replace and secure septic tank cover. , n Switch tionall -cepty 1" l'VC tendon 1 landle Rated for f OAXK) GPD 525 Liniar Ft. of 111t,.. Filtration Slots Certified to NSFIANS1 Standard 46 ;y 7Gas Deflector Automatic Shut_t)ff Ball a lr�tdaror timsrli Ali,, ;. i o-n Ndylok, 7ahel fx Eiest filter., accept the SmartFilterl) switch and alami, l.atiily installs into existing tanks. Polylok, Inc. 3 Fairfield Blvd. 'Wallingford, CT tlfi492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polvlok.coni POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page �-f FiLE INFORMATION Owner Permit # DESIGN PARAMETERS Number of Bedrooms 3 ❑ NA Number of Public Facility Units DNA Estimated flow (average) gal/day Design flow (peak), (Estimated x gal/day Soil Application Rate allda /W Standard Influent/Effluent Quality Monthly average` Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (BOD5) 5220 mg/L ❑ NA Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODE) 530 mg/L Total Suspended Solids (TSS) 530 mg/L NA Fecal Coflforin (geometric mean) Si0' cfu/100ml Maximum Effluent Particle Size Y. in dia. ❑ NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. MOINTFNANCF SCNFDLII F SYSTEM SPECIFICATIONS Septic Tank Capacity gal D NA Septic Tank Manufacturer S ' ❑ NA Effluent Filter Manufacturer O NA Effluent Filter Model ❑ NA Pump Tank Capacity al (9 NA Pump Tank Manufacturer L4 NA Pump Manufacturer NA Pump Model Id NA Pretreatment Unit ❑ Sand/Gravel Filter ❑ Mechanical Aeration ❑ Disinfection ❑ Peat Filter O Wetland ❑ Other: A NA Dispersal Cell(s) 0 In -Ground (gravity) ❑ At -Grade ❑ Drip -Line ❑ NA ❑ In -Ground (pressurized) ❑ Mound ❑ Other: Other: ❑ NA Other: ❑ NA Other: ❑ NA Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) earls! ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one-third %) of tank volume ❑ NA inspect dispersal cell(s) At least once every: ionth(s) (Maximum 3 years) A year(s) ❑ NA Clean effluent filter At least once every: ? ❑ month(s) year(s)month ❑ NA _ ❑ NA Inspect pump, pump controls & alarm At least once every: ❑ serfs! yearO Flush laterals and pressure test P At least once every: month O year(s (s! O ear(si f� NA Other: At least once every: ❑ month(s) O year(s) ❑ NA Other: O NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of S12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4101) START UP AND OPERATION Page _�_ of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process end/or damage the dispersel cell(s). if high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions ere frozen at the infiltrative surface. During power outages pump tanks may fill above normel highwater levels. When power is restored the excess wastewater will be discharged to the disperse) cellfs) in one large dose, overloading the cellis) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintalner to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tenks and dispersal cells. Do not drive or park over, or otherwise disturb or compect, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegeteble peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shell be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shalt be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cennot be repaired the following measures have been, or must be teken, to provide a code compliant replacement system: t? A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement erea should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site eveluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at thet time. 13 A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a lest resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is availeble a holding tenk may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surfece. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Name - �� I Phone �. POWTS MAINTAINER IPh eme one SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name Phone Phone _� This document was drafted in compliance with chapter Comm 83.22(2)(bl(1)(dl&(f1 and 83.54(1). (21 & 131, Wisconsin Administrative Code. Innorarioll, Qualify MIESEand Servicc s i I CT 19( 5 R cancRETE wieserconcrete.com r L/ Maiden Rock, WI (800) 325-8456 Fond du Lac, W1 (800) 641-5937 Portage, WI (800) 362-7220 Spooner, WI (800) 336-3416 Roxana, IL (618) 251-9210 0 ,r i r{==='-==c===k► T v - fD _)DING ONLY E NO I- I -OK CON5TKUCTION 8 r PJCHT ELEVATION I a P-0- L1LJ LJ Ila 6 Q as � � 3 V d tf r+f�: � YM1cw nvwr c 3 70 -n 70 [oln's, Proving Room Paul Corey & Deana Kerrigan T486 491hpreetjornmet, WI 34025 W-A lain's PraAng Room Paul Corey & Deana Kerrigan 1486 49thftreefforneoel. WI U023 i r O Z 0. =-� a G) CD 0 f . 77, C`7 D z ain's Orauing Room Paul Gorey & Deana Kerrigan 1486 49fhfireet,%amerset WI 54023 " F.oe^ , LLC 2023 z C) 0 70 C) 0 -13 C) z lain's [homing Poo Koon,, Paul Corey & Peana Kerrigan 1486 49thrtreet,fornerset. WI 3402-5 lain5vrmng km- . Paul Corey & Peano Kerrigan man r _r«,» 34025 Idn's Vra%Anq Room - Paul Carey & Deana Kerrigan r a�� 1456 49tfi./Ireet.fomermt, WI 34025 9 0, k+�, ;?j i.11 1 11 1 1.11, 4, Ofaw.r�g Roo, Paul Corey & Deana Kerrigan 1486 49th-ftreet-rcmer5,et, WI 54025 -"�-'77 ST, C ~ al INTY SANITARY SYSTEM File #. /-��A'A' per+ ry p� © Office use only OWNERSHIP/ADDRESS FORM Createdz2ozl Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. OWNER/BUYER INFORMATION Owner/Buyer Paul Corey & Deana Kerrigan Mailing Address 7845 Corey Path City/State/Zip InverGrove Heights, MN Phone Number (required)_-246-71 32 Email Address (required) pcorey@neielectric.com Parcel Identification Number 032-2153-32-000/001 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location NE ,/4 ' NE t/4 , Sec. 20 T 30 N R 19 W, Town of St. Joseph Subdivision Plat: � ?IDN6EiZ 911: C145 Lot # 32 Certified Survey Map # Volume Page # Warranty Deed # jl"?74 (before 2006)Volume Page # Number of bedrooms 3 Spec house 0 yes ■ no Lot lines identifiable ■ yes 0 no New Property Address (Staff Initials) OFFICE USE ONLY I qqb g9IL 5-r (Verification of new address required from Community J 2S y (Date) s Department for new construction.) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department — Land Use Division 715-386-4680 St. Croix County Government Center 715-245-425D Fax cdd_Lsccwi--ov 1101 Carmichael Road, Hudson, WI 54016 www sccwc,goy Nv Cco 'sin SOIL EVALUATION REPORT Department of Commerce in accordance with Comm 85, Wis. Adm. Code Division of Safety and Buildings County Attach complete site plan on paper not less than 8'/2 x 11 incites in W05- Plan must include, but not limited to vertical and horizontal reference point (RM), dirdctiO6 and percent slope, scale or dimensions, north arrow, and location and di nce to ` are Ioad. Parcel I.D. Please print Personal information you provde may be usefor se C5FqWPQcy , s. 1 0) (m)). Properly Owner PIFoperty Location #1435 Page 1 of _ 3 Schmitt Soil Testing, Inc. St. Croix 32 Date I I /Y/v/( Gulden Harvest Capital, LLC DEC 1 3 2006 Got. Lot E1/4 )OE1/4, 620, T30N, R19W Property Owners Mailing Address L t # Block # Subd. Name or CSM# 14906 Blakeney Road ST r;RC)lx COUNTY 32 Pioneer Ridge City State Zip Gam_ Phope.NUMbe[City Village Town Nearest Road Eden Prairie MN 1 55347 1 (612)202-3234 St.Joseph I 5OTh St. New Construction Use. , Residential I Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or oommerdal - Describe: Parent material Outwash Flood plain elevation, if applicable na ft General comments and recommendations: Area is suitable for a conventional system with a O.7Pd/sqft rating. Possible system elevation for Area 1 is 98.5, Slope is 3%. QBoring # BoringPit Ground 101.79 surface elev. ft Depth to limiting factor 15 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-6 10yr3/4 none s1 _ 2fsbk mfr as 2f 1 .6 1.0 2 6-15 10yr4/4 10yr5/4 none m 5 5y2 A Sill2fSbk 2msbk mfr mfr gw if Cs ------ .6 1 .4 1.0 .6 3 15-25 4 25-31 7.5yr4/6 10yr5/3 10yr7/2 c2d 7.5yr6/6 7.5yr6/2 sf sil sill lmsbk 2f tik imsbk mfr mfr mfr gw -- -- Cw --- CW ------ 4 4C .4c 7 6 .6 5 31-59 59-78 c2d 7.5y�/6/8 6 m2d 7.5yr6/8 10yr6/4 -7.5yr6j? none 7 78-84 S Osg ml ---- ------ 7 1.6 Boring Z Boring # Pit Ground surface elev. 102.49 ft. Depth to limiting factor 96+ �/in- Soil Application Rate Horizon Depth Dominant Color Redox Description in. Munsell Qu- Sz- Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 'E"i -Eff#2 1 2 0-7 10yr3/4 7-25 10yr5/6 25-96 10yr6/4 none grsl gri5 s Zfsbk Osg Osg mfr ml ml as 2f .6 1.0 1.6 1.6 none none Cs -- if .7 .7 3 ff ------._ qj ' Effluent #1 = BOD? 30 a 220 mg/L and TSS >30 c 150 mgR_ ' Effluent #2 = BOD5 a 30 mg/L and TSS <30 mgfL CST Name (Please Print) Signature: CST Number Thomas J- Schmitt 227429 Address Schmitt Soil Testing, Inc Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond. WI 54017 7/29/2006 71.5-247-2941 SBn-slao (k a71001 PropIk'owner Golden Harvest Capital, LLC _ _ Parcel ID # 32 Page --2-of 3 i FBoring 31 Boring limiting factor it Ground surface elev. 100-34 ft- Depth to 125+ in. j PSoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD A2 in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#2 1 0-7 10yr3/4 none I 2fsbk Mfr as 2f .6 .8 2 1 7-23 10yr4/4 23-33 10yi-4/6 57 7.5yi-5/4 none Sil 2nlsbk mfr 9w 1vf .6 - 8 3 none grsl 2nisbk MfIr 9w .6 1.0 none Ifs lcsbk OS9 n* Ml CS .5 1.0 5 57-67 67-M 10yr6/4 none 10yr5/6 none 5 CS ------ .7 1,15 .2 '6 6 vf5I 1MSbk Mvfr CS W125 Osg M1 7 10yr6/4 none S I 7 1.6 H Boring # Boring I/ Pit Ground surface elev. 101.74 ft. Depth to limiting factor 96+ in. [Soil Application Rate Horizon Depth in. Dominant Color Redox Description Munsell Ou Sz. Cont- Colo( Texture Structure Consistence Boundary Gr, Sz. Sh. I Roots I G D/ft' �1 -Eff#2 1 0-5 10yi-3/3 none 10yr5/4 rMe 7.5yr4/6 none 10yr5/4 none 10YT6/4 none 15 grsl 2fsbk nnfr as If .6 1.0 2 5-11 SI 9dCos Cos S rr &4, 2fsbk lcsbk OS9 OS9 mvfr 9w 1vf .6 1.0 3 11-19 Mvfr MI M I 95 9w - - .7 .7 1.6 1.6 4 19-32 5 32-96 - .7 1.6 Boring # Boring Pit Ground surface elev. 101.74 ft. Depth to limiting factor 98+ in- FsolApplca6on Rate Horizon Depth Dominant Color Redox. Description in. Munsell Qu. Sz, Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM? *Eff#1 'Effn 1- 2 3 10yr3/3 10yi-5/6 7.5yr5/4 10yr6/4 10yr5/4 10yr5/4 none none grsl grifs grcos S 2msbk Mfr as 2f .6 .5 .7 1.0 1.0 1.6 &16 lcsbk Mf 9w 9w 2f - none none OS9 Ml 4 25-34 OS9 MI CIN CS - - .7 .7 1.6 1.6 1.6 1.6 5 6 34-54 54-72 none vgrs 059 OS9 059 MI MI M1 none- g- -rs CS - .7 7 72-98 10Vr6/4 none S .7 Effluent #1 = BOD5> 30 < 220 mgfL and TSS >30 < 150 mg/L Effluent #2 = 8005 < 30 mg/L and TSS -,1.30 mg1L The Department of Commerce is an equal opportunity service provider and employer- If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or M 608-264-8777. SK"330 (PLO/00) sdwnkt Scol Teow, Lnc. Page .3 of -3 Conducted by: Conducted For. Schmitt Soil Testing Inc. Name: Thomas J. Schmitt, CST 227429 Address: 1595 72nd St. City, State, Zip New Richmond, WI. 54017 Golden Harvest Capital, L.LC 1440 Arcade St. N St. Paul, MN. 55106 Phone: 715-247-2941 Subd.Name: Pioneer Ridge Lot No.: DaW. 71 ?9 t Legal Description: Ill 114 NE114 524 T30N R19W Backhoe_-- Bench h Alternmt Slope Scale 1 " 5L) cdv^� Visconsin SOIL EVALUATION REPORT $1435 n accordance yqt� Comm 85. Wis. Adm. Code Pale of 3 Department of Cammenxi fie.' Schmitt Soil Testing, Inc- UlVi510n ❑t dareiy anu ourrurrrya - Attach complete sate plan on paper not leas than 8% x 11 in P siz . tan st Si Crnhc include, but not limited to, vertical and horizontal reference point }, riir and Parcel I D. �f percent slope, scale or dimensions, north arrow, and Location and d noa to a ?jQ y 3 —32� �[1� Please print n Rev BY Date Personal information you provide may be for s. t i 1l (rn)l. I Z D { Properly OwnerP rty Location Golden Harvest Capital, LLC DEC 13 2DO6 G Lot E1I4, E1I4. 520, T30N, Fi19w Property Owner's Mailing Addres8 L #r FIBlock t I Subd. Nance or CSW 149M Blakeney Road ST, CROIX, COUNTY 32 Pioneer Ridge City State T ❑ City E] Village ['�j Town Nearest Road Eden Praine I MN 1 55347(612)202-3234 St.Jaseph 50Th St, New Construction Use: Residential 1 Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: — Parent material OutwaSh Flood plain elevation, if appGG.able na tt. General comments and recommendations. Area is suitable for a rational system with a L1�dlsgit rating- Possible system elevation for Area 1 is 98.5. Slue is 3%. LJ Boring / l Boring ® Pit Ground surface eler. _ 101.79 ft.depth to limiting factor 1S in.Soft Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Sz. Cont. Color Texture Structure Consistano Boundary Gr. Sr. Sh. Roots GPDM* *Effirl •EM 1 0-6 10yr3j4 none sl 2fsbk mfr as 2f .6 1.0 2 6-15 10yr4/4 none sl 2msbk n* 9W if .6 1.0 3 15-25 10yr5/4 7,5yr4/6 m1d 5y�6 5Vr6 �7,5�6 yd 51 2fsbk lmsbk MFr mfr CS 9w ----- �- A.6 4 .7 4 25-31 5 31-59 10yr5/3 c2d 7.5yr62/8 sil 2fsbk mfr cvv -- Ac .6 1%r7/2 ] OyrS/4 m2i 5.5y16/8 none sil s imsbk 05g rrrfr ml CW - --- — .4c 7 .6 1.6 P59-78 78-84 goring * `... poring ✓ Pi! Ground surface also. 102.49 A. Depth to limiting (aGiGr 96-i• in. Sail Application Rafe Horizon Depth Dominant Color in. Munsell Redox Description Qu. Sx. Corti. Color Texture Structure Gr. Sz. Sh. Consistence Btxxldary Roots GPDtW 1 0-7 10yr3/4 norle Wd 2fsbk Or as 21f .6 1.0 2 7-25 10yr5/6 none grls Osg rill cs 1f .7 1.6 3 25r96 10yr6/4 none s 099 ml — -- .7 1.6 � rI ' Effluent #1 = BOD5> 30 i 220 mg1L and TSS >30 < 150 mglL ' Effluent #2 = BOD5 r x) mg1L and TSS a 30 mg/L CST Name (Please Prirrt) Signature CST Number Thomas J. Schmitt 22T429 -- - - AddressSchmitt Soil Testing. Inc. Date Evaluation Conducted Telephone Number ._. 1595 72nd Sheet New Richmond, WI W17 7F29r2Ot]i6 71 r24T-2941 ssva5sc ra.r.?u�a page 2 of 3 Property owner Goklen Harvest CaptIA, LLC Parcel ID # 32 F3]Boring # � Boring � ® pR Ground surface elev. 100-34 ft. Depth to limiting factor 125+ in. Soil Application Rasa Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPDXF 'Efl#1 'Eflak2 1 O-7 10yr3/4 none I 2fsbk mfr as 2f .6 .8 2 7-23 10vr4/4 none sit 2msbk mfr gw ivf .6 .8 3 23-33 10vr4/6 none grsl 2rnsbk mfr gw --- .6 1.0 4 33-57 7.5yr5/4 none Ifs icsbk mfr Cs -- .5 1.0 5 57-67 10vr6/4 none s 0s9 ml Cs .7 1.6 6 67-80 10yr5/6 none vfd lmsbk mvfr Cs --- .2 .6 E7 80-125 10yr6/4 none s Osg ml - ---- .7 1.6 FilBoring # ❑ Boring .� ® Pit Ground surface elev. 101.74 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDfle 'Eti" 'Eff#2 1 0-5 10yr3/3 none grsl 2fsbk mfr as if .6 1.0 2 5-11 10yr5/4 none sl 2fsbk mvfr gw lvf .6 1.0 3 11-19 7.5yr4/6 crone grloos icsbk mvfr gs ----- .7 1.6 4 19-32 10yr5/4 none cos Osg ml gw -- .7 1.6 5 32-96 10yr6/4 none s Osg ml - .7 1.6 9.f 5AA !r $ �$ , F�# ElBo� ® Pit Ground surface elay. 101.74 ft Depth to limiting factor 9B+ in. Soil Applik*tionRate Horizon Depth in. Dominant Color Munson Redox Description Qu. Sz. Cont. Color Texture Stricture Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' 'EtWI 'Eff*2 1 0-8 10yr3/3 none grsl 2msbk mfr as 2f .6 1.0 2 8-16 10yr5/6 none grlfs ` icsbk mf gw 2f .5 1.0 3 16-25 7.5yr5/4 none grnos Osg ml gw .7 1.6 4 25-34 10yr6/4 tune s 1)s9 ml Cw .7 1.6 5 34-54 lOyrS/4 none vgrs Osg ml Cs .7 1.6 6 54-72 10yr5/4 none grs 059 ml Cs -- .7 1.6 7 72-98 10yr6/4 none s Osg ml - .7 1.6 r -7 4 -S 6 14. Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS 4S.30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SW-W30 OLOW) Sdw t 50 Teftip, Im page 3 of ConConducted by: Conducted or. Scion& Soil TaWmg Inc_ Name: ' Tbomas L Schmitt, CST 227429 Add mm- 1595 72ad St. City, State, Zip: New Richmond, WI. JW17 Phone: 715-247-2941 Sbbd.Name: _ _ T L,ot No.: n _ _7 Legal Win= ! Backhc �. He�och a Slope= Scaie 1 60 God Harvest Capital, L.L,C 1440 Arcade St N St. Paid, MN. 55106 Pioneer Ridge Ni1144 NE114 524 13ON R19W tr,- �j � Wisconsin DfSa ty and Professiona Services L= Page 1 of 2 Division of Inces Sd1L �IALlJAT10N REPORt crolx GoulitY Ira ordance with SPS 385, Wis. Adm. Code County Attach complete�r/rfd men x 11 inches in size. Plan must include,ST Croix but not limited tlzontal reference point (BM). direction and percent slope, Parcel I D. scale or dimensions, north arrow, and location and distance to nearest road. 030-2153-32-000 Please print all information. R vi d by Date Personal information you provide may be used for seconds ur oses Pnvac Law, s. 15.04 t m t/2rk°21 Property Owner Property Location: 1. Hickory Homes (Builder) (Linde Jacobs - current owner) Govt. Lot: NE X. NE % S 20 T 30 N R 19 1N Property Address Lot # Black # Subd. Name or CSM# 1486 49TH ST 32 Pioneer Ridge City State Zip Code Phone Number ❑ City ❑ Village ❑M Town Nearest Road Somerset IWI 154025 1 1 1 Saint Joseph 49TH ST d New Construction Use: 1 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD c ❑ Replacement ❑ Public or commercial - Describe: J 'e Parent material Loamy drift over sandy/gravelly outwash (Onamia-Antigo) Floodplain elevation if applic a NA ft., t 1 General comments and recommendations: Recommend in -ground 'conventional' trenches at 23" depth vrlth 0.6gp Idap g rate. , ! J rJ Qom{ LF = 5V (Redoximorphic features) L Pj ) F6 ] Bo" # ❑ Boring ❑■ Pit Ground surface elev. 98Y0 ft. Depth to limiting factor 61 in. Rnil Annliratinn RAM Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr, Sz. Sh. Consistence Boundary Roots GPD/Fl2 'Eff#1 I -Eff#2 1 0-6 7.5YR 3/3 - sl 2fgr mvfr gs 2m-vf 0.6 1.0 2 6-26 7.5YR 314 - sl 2fsbk mfr cw 2m-vf 0.6 1.0 3 26-61 1OYR 5/6 - s osg ml cs 1m-vf 0.7a 1.6a 61-70 7.5YR 4/4 c1d 7.5YR 518 & 7,5YR 611 1fabk-Om mfi gw - 0.2 0.6 5 70-78 7.5YR 314 (none apparent) cos Osg ml - - 0.7a 1.6a t t VI. - Boring # Dul Illy ❑! Pit Ground surface elev. 94,65 ft. Depth to limiting factor 59 in. Rnil Annlir-atinn RatP. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cant, Color Texture Structure Gr. Sz_ Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 1 0-9 1 OYR 3/3 - 6 2mgr mfr cs 2m-vf 0.6 0.8 2 9-23 7.5YR4/4 - 1-sl 2mabk mfr gW 1c-vf 0.6 1.0 3 23-59 1 OYR 4/6 - s Osg mi cW 1 m-vf 0.7a 1.6a 4 59-68 10YR 514 ctd 7.5YR 416 s brit 511 sl Om mfi cw 0.0 0.2 5 68-74 7.5YR 414 (none apparent) Is-51 orn mfr - 0.2 0.6 CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 04119/22 (651) 327-0074 ❑ Boring ,..._ .:.� 1-81 Boring # pit Grounds C@ Elev. 97.80 ft. Depth to limiting factor 89 in. Sod Annlication Rate Horizon Depth In, Dominant Color Munsell Redox Description Qu, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Efga1 'Eff#2 1 0-9 10YR 3/3 - ! 3fgr mfr gs 2c-vf 0.6 0.8 2 9-22 1 OYR 3/3 - I 2fabk mfr Cs 1 c-vf 0.6 0.8 3 22-46 1.0YR 514 - I-sil 2mabk mfr-mfi gs 1c-vf 0.6 0.8 4 (5-10% rock) 46-62 7.5YR 514 - cl 1-2cabk mf cs 1 m-vf 5 62-78 7.5YR 414 - Is-sl lfsbk-Om mvfr Cw - 0.2 0.6 6 78-89 7.5YR 416 - grCos Osg MI 9w 0.7a 1.6a 7 89-96 7.5YR 314 (none apparent) cos Osg ml - - 0.7a 1.6a Note: cos in H7 became saturated beginning at 91 inches. ❑ Boring LL��Boring # JJ ❑Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlicatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt' 'Eff#1 "Eff#2 ❑ Baring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. finil Annlimarinn Rare Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftx 'Eff#1 "Eff#2 ' Effluent #1 = BOD, a 30 5 220 mg/L and TSS n 30 5 150 mg/L ` Effluent #2 = BOD, a 30 s 220 mg/L and TSS a 30 s 150 mg/L �RG e 10 LOT 29 gig FCA L G9 R;f 1. DRAWAGE TABLE w / ugrt'rar ASt • Y �y fr i}Y .rY it H.3d T/I .YIV' �wawrei TYL! V` / C1t1Ee! M[ .n 1J'Ar�r•. .pr AP 1]ar,]'.aY ll1Y W fRiTlllt'► AOr +.TlY .clr .s xvw rrr nos .r smrssY ry M F3 di7/Y i[e' ams wri» Aw rrr Mnr7e'r RN Wr SrfSrgl'Y Wrr' Nr 1flYIM'T M - w. ]IryrfYt u tl'II1T]r rrt] .lOirTrr ratx' .v w+rrarr nrlr rrr urw7rT rl.rr s ImtruT lost .m r++wr ru.• inxwr A Mr . � arrnrT rrr W. .arar,rr MR• H nafra} ]erM w. Tv SEE 5?;IMT 1 I 1.6 flraSOf akIft A 1rr1YM erS .rlr 1rA rwo-ai ri •.<,vcr+x•• a+.a.'x 1o/1r/!an COUNTY PLAT OF: PIONEER RIDGE THE NE114 OF THE NEl/4, HWI 4 OF THE NE1/4, SEi/4 OF THE PRIMED FOR: DMpaoe R►+�r NE7/4 AND THE SWi14 OF THE NE114 OF SECTION 20, T34N, R19W, c EN" —AL. 4c o" � VIA" _ 03 r¢anr AHw[ T�L! THY ..w TOWN OF ST. JOSEPH, ST. CROIX COUNTY, 1NISCONSIN. � r r a a.Trsrs ra.r lRrRATTID LAH[i SHIFT Y OF 4 SNFpTS WrTTcR" M YrY R ■rd IAA (MT1 alo-aws r s...l:r. w nrar rTr uw PRMAjMM ErrUNFLA n v..rry .r -tr:]nr iw ----T_--TED Sk" LAND sjro( 6 2ME MSTREET �ear-r H o w CI'lrAY rrsm` a .'sr sfs xx' re ��s..mYr �eur' tAAM . 1A�OM ■ y 3Ul[ 1^_P R rnvn ]T4 feaT .,lR"gY Rra,• A nriTtrTT air! qe wfTx'r Y lR.r' ------ rrf nii.v MLm m R PRIPAP" 6Y1 ,. r .naTxv }•• wi SST eMrr n. rra�yyv r1alT IW.Orrfa 111fIM G�W[SligEiirrGi u1€S 11, [r4CE MRAM A +s]'a+Sl'r rSfr' . rrl .rr}r aT rAeT Rye 1k Ma EABM ?ADM 9XTE"Look 91r[ I (715] M-aITI E ws DRAIFIAO! u y1rr 8 Im/ m.. LAMMEM Sre rY as TABLE -V w ti uw• r aea2+m. &er r ca �yr Y x.n° a am�rr xAr' j ! irn•nr PC .v,xr Trr r!! &'rrl�T rrR R' !l+IISlY Ms' DMMIAG[ MAMMOff TAML; •%• lrf}rtrY r A' ]-Y LYilTfv HpelTr SrY r.r fa 1cu ,u]'+rJIY lri rr rn0'el5ry usT t]. aYd}I'HY tdrr' #� .rrirluY �h' /•# rFlV'aM1 l.¢N •1NLY r' Tx .r]s JiY ,e] 'S�IYIY rrx' ,W P.SV.TCIY NiY + SII�Y AM rH 1rJfY .S]r' 'rl'SrI m 141r%YfY Yrr' ne ]rrai'NY i31Y' nW l r"v' roar ra lurerwti n.r r .rirruY rural^ rr.rsstr�. rrarT Tu x++rarr .0 ninstr]OIY u� r sxs+TJT rvi.• lcrlsrorr na], err a 1srT.Trr :rrrr :' u>ny� M rn SMrdtlYY AIrM' iK ivmarT rr rT n! F/+rrxY Br YTef :lvx ry la' Yrr —w JV rilA 111 'rfY YM ,.,n ,a saavarr rr vsv'a'► wr.r m r+s.Tes n N1J_r AW rae "r Aw s -t- xrr rSI MrK1,i nru' IIS r..an}rY Mr]. d irwl'Y leoY aif wr:]itlT Ra+' A'r! NlrirM'r uxF' aYs 1lryLfT exa' Or AtlASlT Fal' ,OJ leeaST'Y r1CTT na T�YY 1�1x t�.rr VV ne ' ]fe sfrsf ifT rAOT 4! w,,Xlr LIT na aaa]SrT rr rl' r.L A31Trrr aY +p 1f4T:"vY wh /� LiDEND P �f rr ,r ® e rT m 1�1 • elYp¢ tr >r u lA .°1 urr�M r�epr� >7 o xri 1Ar .¢ us.rr raor e.vR+w�w S Qf Y MMTp p+}Yll r7m frrlx Y,.TFl Q f61C Rt Iw w� T5 R�DI1t a[M.p[ Trq>tl RrGrMFltar rr a f+! r/1ZiF1� +r rre unrrr dloen - - Lt+m toss 9e.+h .� .,ss uae ter rEcn><x wKsr Fwauo rvr - Ift`Wl M 40FQi WAS 45E0. 0R Wur Grv.1Qf. 'k' ^row PrKCT 8� � 41.f .� lr4E:50i.0ir¢�Wr. •19ri.>01S ]b eri.rXlC 9mrruNi �� rrwRr Designer. Ryan Bettis[ �^ C �""� SYSTEM ti01'ES V 4 A DVA N C E V 'Aif pfCDerty lines not a Benchmark Certified Sol Tester. 133(7$32 �J Se icTunk: Designer of Engineering Systems- D 2263-7 dfawn are n9�ft from 4 9 9 ys � :� v � �' p '� ',� F N T r: I system $1, Soil Baring + + + ++ + + + + �' SCALE 4*TWell4o be la�ated *50ft + + + + + + 20' I- + froiasail tcatrnelarea + + + + Of 40 + +25ft frpm tanP** + + W. Pamn tank: + + + + + + + + + + + + j e IS LOT 33 Note: *B1-B5 observed + + + + +1 7/29/06 by Schmitt Soil � Snit Treatment Area: *91 a Recomfnend in-gtatnd'corwertionar fremhes al29' + + + + + Testing* deplh wt a 6gpdt".2 loading rate + + �� � , i � 101.79 "epth is resinden = -N` Tedonmorphc team) + + + - LOT 3 Cariavr=,�� Slope = t 694 + + + + + + + + + + + Tree + + + + + +/ line / . + + + 1 'd + BM 1-4-- 100.0 + + 1 + + + +� + Toi�2 PVC+plpe + 1 '+ + � + set 7/29/06hy � Distribution: Schstiitt Sai�Testin ) +1 1� + qap� + + \ �— ' -System wilfequfealift stabon Notg. Alt. 8 set + w a �, + + �hmittWoil Te$ting + � '-� + LOCATION MAP [not t4 wcnlej= 71206 fapd drs[ged +\ + LoT3 a _ 1 Current grade STiE + t6Qja'� 89.50 flT + + + +P 3� 1,� ` PREPARED FOR: + + + + L` '` f Hickory Homes (Builder) PIL ti— Sfte Address: Drainage `� 1486 49TH 5T BM2 = 100.00 + + $ \ iJ ra I n a g e Houlton, W I 54082 Top nail in 5" Birch + + + i Easement PID:030-2153.32-000 3.0Acres tree 3" above grade P,L + + + r Legal: Lot 32 Pioneer Ridge (set 4/19/22 by LOT 31 + , NE 1/4 NE 1/4 Advanced Environmental) F,z 520 T30N R19W Town of Saint Joseph f?erttlled Statement: lido system has been dWgned and walluoted In accordance with State and Local codas. The Ball. heotrnent area must rernaln protected from dhbarbmw and/or pxnpoctlon before and after car�ucllon. Scale: 1' = 40' pate: 4/19/22 NO 1RAI,tPo14RY is MADE THAT THIS SYS[DA WILL COHIINLE lt3 n.R�]t-7 INIJEf:NrrE.Y. system must be�raperty mdntehmd. tterrie�r yarn eyst�n'a nsaxgarrprit plan for Irtronrmtlar on prpper mra and rnair�tenemea Bech Designer Rye Tester. Ali property lines not � ! SY5'rE:M np'rNS P Pe Y (n, E3enct)mark Certified Sod Tester 1330$32ADVANCED Designerdrawn are >100rt from Sr tie Tank: of Ea ineain 5 term i) 22fi3-7 9 9 Ys � y,, e n a +.1 r w T A system {� Sari Haring + + + + + + + + + + + !i scnU + +*Welf4o be lt*ated *50ft + + + + + + - 20' + froi4Lsoii trfatme*area 1� + + -`—" + + 0' 40' + �Z5ft fTrn tanks** + + + _ Pump Tank: LET 33 + + + + + + Note: *B1-B5 observed + + + + + 7/29/06 by Schmitt Soil L SW. noil Treatment Area: 4- + + [� + + Testing* B1 a�i V&as laer Pere + + ��` + + � 101.79 la -r &doansia =W(Red* katurn) LOT 32 + + + + + Tree _ � ->-- \ + + + + + +J line r' + + + + BM 1-�- 100.90 + + J / + + + + TO 2" F'll pipe + . (set 7j�29/O6 y 1 �+ + ��t7►�1 + � r _ Dialrtbef[ian: 1 Sc hl iitt Soil TeStin ) 4 �V + + + \ �' _ 1 (�(Z� �` s�temW1tequreaktdalion + + + + + 1 + + + + + e� + + + + ® + + ` r-jJ o� 1 �`.�. n Note' Alt. * set + o �, °" a] LOCATION MAP (riot to acde) $ehmitkg'oil Testing + + � +a u� \ 7/2-Ya6'Otfid diS40g7 d + J a. r + 1 C � Ire! LOT 33 + + + + Current grade SFTE + + + -' k— x 89.50 + + + + I J13�' L07-31 + + + + + +� / PREPARED wnu_ - - - + + + + + l 1 Hickory Homes (Builder) BM2 = 100.00 80 ! Drainage 14% 49TH ST Top nail in S" Birch + + �47" +' — l ¢ Haulfar, wr s4nH2 tree 3" above grade p + } + \ �Easem-lanl PIo: 030-2153 32-000 3.0Acres g �t Legal: Lot 32 Pioneer Ridge (set 4J19J22 by LOT 31 + r 1 NE 1/4 NE 1/4 S20 T30N R19w Advanced Environmental) ��� Town of Saint Joseph OwWad S'totem * This men+ has bean dwWad ad erduated In o=wdwm +MM Mda and Loeal axWe Ma so hoiden MW rrnw! [wrdn pretee6ad item dW rhartce and/or aaspactlarl bdm aW attar mrrRructlon. NODMW " IS wtM rtor tMs MMM wtL oopm ur m FIMMM WEFWUY. 20n went be prapnry woftakee- Rw(w flow ayMrn'a warp mw* pkw far lWamwWn m Scale: 1" = 47 Date: 4119122 _ prcpr urea atl rnairNerarrce. LEGEND FOUND IRON BAR PER PLAT OR AS NOTED 0 WOOD HUB SET AT 10' OFFSET OR ON BUILDING LINE EXTENSION T.Q.H. TOP OF NUB ELEVATION T.Q.P. TOP OF IRON BAR ELEVATION UTILITY EASEMENT -� DRAINAGE EASEMENT -- BUILDING SETBACK ALL EXTERIOR BUILDING CORNERS MARKED WFTH PIN FLAGS MINIMUM BUILDING SETBACKS: FRONT 7S FT. SIDE 20 FT. REAR 29 FT. DIMENSIONS ARE SHOWN FROM LOT LINE TO CWTSIDE FOUNDATION WALL x i w�Jz iayx� awYx c NORTH SCALE: 1 INCH = W FEE I 0 w 170 VERTICAL CONTROL DATUM: NAVD1989 F0JNDATI0N ❑ETAIL SCALE 1 INCH = I0 FE€T 0 3 -6e orv� S i • C901)c COUNTY NOGS�I 3S� [:11 116& 1 l OWNER Ptw- CoReY [9 1 aky [•Mil►` \�• PLUMBER m 1 mjai� 224203 -KJ TOWN OF Ste. a s Pk SEC :Zo 9 -, , �, AND/OR LOT ' BLOCK r • ` SUBDIVISION AUTHORIZED ISSUING OFFICER NE X CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. HATE PERMITTHIS DATE SBD-06499 (R11/20)