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002-1009-30-120
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes (Privacy Law. s 15 Oa (1)Im)l Permit Holder's Name City Village Township David & Kristina Olson TOWN OF BALDWIN CST SM Elev Insp BM Elev BM Description TANK INFORMATION 1 ELEVATION DATA TYPE MANUFAC URER CAPACITY Septic , Ixt l a D V Dosing ro V\AVD Aeration HeldhT j' TANK SETBACK INFORMATION I .IILs tA&'J s, TANK TO P!L WELL BLITG. vent to Air-intake ROAD Septic -7I V t Dosing 7 1 1 ►1 �J 7 Aeration Holding PUMPISIPHON INFORMATION 25 Manufacturer Demand GPM -V Model Number 5 I TDH Lift Friclion Lq,s • 14 Syste Head TDH FI Forcematn Length , is • Dist to Well Fai#71�_\:E.Y�7:7i1[al: b'1%'>tl�t5 • WNNIWW ♦ == of ♦...' .., .��rZl1�-�� I �I-IFI7Lei/.71fICi�-�� BEDITRENCH DIMENSIONS Width Length t No Cf as QI (rA PIT DIMENSIONS No. Of Pns Inside Dia. Liquid Depth SETBACK SYSTEM TO jPiL BLDG WELL LAKEISTREAM LEACHING Manufacturer INFORMATION CHAMBER OR UNIT y y T 01 Systemoo r 1 r AA 11 Model Number niATRIRl1TION SYSTEM HeaderiManrfold T 1 r Dis1rDUDom Pies i//JI I� r I 9-_ x Hale Size r 'a /1 x Hole S aang p1 Vent to Au Intake Length— Ora Lengin D,a Spacing 1 f0 • o 8 SOIL COVER . Greemrrn S.erome not. .. Mnund Or At.Grarla Svstnms Only .,—. _ � ),.... L Depth Over �7 Bed/Trench Center C s� Depth Over Bed?ranch Edges xx Depth of , Topsoil Z �.1 xx Seeded Sodded L xx Mulched f )Yes No T Yes No COMMENTS: (include code discrepencies. persons present. etc) Location: 2256 115TH AVE 1.) Alt BM Description 2 ) Bldg sewer lenglh = J 1 - amount of cover = 7 ol�P�i Plan revision Required? _ Yes X No Use other side for additional information. Date $00-6710(R 3/97) Inspection #1 Inspection 02- �Jo w�dl 00 (Otpf iM ov, AIn,,kplt.rSignature-- Can No ,ipN •avaa — a33 ,,•"- nE ]n&m ty Services DMsion car j� • w 4822 Marlon Yards Way Madism W153705 ,Ll PermitlNuuaba(to be -in by 2 8 2022 Box 7162 SN*Mwy Co.) JUL . Madam W] 53707-7 y.. Uo pplication Staae Tramincl;on Number In accordance with S .code. srtbmission of this form ro the aRnpri a rnto — O Z2 o I l 0 -C Project Address (ifdifiaart than mining addrea) is slurred prior to ablthring s satrilay pnerrrrit Note: App(iotim fans roc stao-owood are suhmit� Or Oepmhnem afSaSety and Rossi rial Servwm Personal information you provide may be used for secondary purposes m aemrdaa the Pfivacy Law, s. 15"04(1)(m), Stan -:with LA tion IInforau don - Please Print AB Inf wandioo Property Owner's Name PWCCI 0 ,( / C/�1 — Propecty Owner's Mailing Address eropcoy Lotion GovL Lot 6�, e �� Section 1Y7�- Y ry. StKe Zip Code Phone Number T C N R IL EOX H. Type of Building (cheek al! that apply) Lot 0 Subdivmm Name 191 or 2 Family Dwelling- Number ofBedwomrs L__,� Block 0 EuWP Commneol - Desaix of woe Owned - Describe Use of jCSM Num Grown or Al,Q h)l M. Type of PowrS Perms (Chedt eidher New" or mRepdeeaneat! mad other appGnhk on roe A. Che&ooebDxowH*eB.Ce=PkftHaeCif applicallak) ~IRImn systnn L l pceptacemem system Ether MIM1113m to Erating Sysurn (eaplon) dMW ftft Cant Unit (erptam) B D%kh tg Tarok ❑_bl iramd (Conventional)> Dc qP 2 Type (=pbm) F C. Renewal Before Exporabort ❑Revision of Plumbs rania to New t Number and Dale hawed IV. reatrauat Area and Tank Information. r • O Design (gpd) Design sal AWj ' fte(gpolsf) Dispersal Area Requiral (SO Dispenal Proposed (s() Symem EkTation 4-i2257 Tads Infonrwion Cap" in Gall= Total Gallons 0 of Units Manrdaehua 1 I 1 /� �t e Nc. rams: F7oraa Tanks I e_ u ai an W 0 2 n. sepx or Hdda4 Tarok — - DaoaaChmoba - —1 LinijIM EBIF V. Respogsilbillity Statement- L, the anderahpaed, asaame responsibility for haallatima of the POWTS shown on tie athehed plum A ( MP/MPRS Nmnbcr Business Phone Nr>mbc 7Plumber's Kl�— l - 63 r 79i7 umbers City. zip code) VL Coon rtmeat on kr( A P1 Pmnit Fee DaIssuedA6ent Si@rnae szZ s SYSTEM O 3) l "-N rr w. DS PS nn ( •2 �- .� a'�1L�2 u� 1. Septic tank, effluent filter and L'm+k 1 maintained ' [) �n S� n n � v n dispersal cell must be t plan provicedded as per management plan provided by plumber.-( Jc.t�M+. a.C.x c �"f�tA� a.rt 2. All setback requirements must be maintained as per applicable code/ordinances. Att" tar ph m for the prtm a6 anksif h taro Cemab' wrl a. NI aaa ran arm m w a 1. r= SBD-6399 (R 0321) DIVISIM OF II93USTRY SERVK" 10541 N RAs104 AD HAYWARDYN 54643 MV CartW ThW ph RW" hIIP w. wsrctun pow •�• •• �� Tam Ewo - 0wwsrow 0CrIN-bsaolorY July 20, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-7-20 Plan Review: PWTS-072201610-C Kim Oconnell 504 3r° Ave E Osceola, WI SITE: Olson 1151" Ave Baldwin Township St Croix County NEY. NEY.S5T29N R16W FOR: Description: 3 bedroom 450 GPD — 24" to limiting factor- Effluent Filter - Maintenance required. CorKodonWY APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES UMri SEE CORRESPONDENCE Mound Component Manual — Ver. 2.0, SBD- 10691-P (N.01/01, R 10/12) Pressure Distribution Component Manual — Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • The site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the Mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • Components and soil removed from an existing drain field shall be properly disposed of so that there is no risk to public or environmental health. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • A copy of the approved plans specifications and this letter shall be on -site during construction and open to Inspection by authorized representatives of the Department which may Include local Inspectors. owner Responsibilities The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715)634-5124 Joshua. rowley2wisconsin.aov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Olson Owners Name: Dave & Krishna Olson Uoncribonany Owners Address: 2016 Cty Rd C APPROVED F-UFZA1-t DTESSIONAL SERVICES Somerset WI 54025 DMSION OF INnllcmv ecow ES Legal Description: NE-NE-sec5-T29N-R16W -- SEE CORRESPONDENCE Township: Baldwin County: St Croix Subdivision Name: Lot Number: 12 Block Number. Parcel I.D. Number: 002-1009-30-120 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 Page 8 Plot Plan Page 10 ATT soil evauation Designer Kim A Oc nnell license Number. Date: 07/10/2 Phone Number: Signature: ' 224263 715-381-7917 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01101, R. 11/12). and bath SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Vec 2.0 SBD-10706-P (N. 01101, R. 10/12) Version 7.0 (R. 11/12) Pagel of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (R or C) Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 i Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 6.00 Site Slope (%) 97.40 Contour Line Elevation (ft) 24.00i Depth to Limiting Factor (in) Oi�.401 In -situ Soil Application Rate (gpdW) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (C or E) � Center or End Manifold 3.00 Lateral Spacing (ft) 2. Number of Laterals 0.18s' Orifice Diameter (in) 4.00 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 55.00 Forcemain Length (ft) 92.00 Pump Tank Elevation (ft) 3.25 System Head (ft) x 1.3 6.23 Vertical Lift ft VIt. linen Loss � 0.00 In -line Filter Loss (ft) vt/""10.24 Total Dynamic Head (ft) Lateral Diameter Selection in. dia options choice 0.75 1.00 1.25 1.50 x x 2.00 x 3.00 x Treatment Tank Information 1000.00 I Septic Tank Capacity (gal) Wieser IManufacturer Note: Scalculations Sand fill (�) assume a Table 383-44-3 in -situ soil treatment fw feral colifonn of <= 36 inches. 6.00 Cell Width (ft) Are the laterals the highest point in the distribution _ ' J network? Enter Y or N If N above, enter the elevation ft of the highest point. 11.84 if/orifice Does the forcemain drain back? Enter Y or N Forcemain Drainback (gal) 5x Void Volume (gal) A Minimum Dose Volume (gal) System Demand (gpm) anifold Diameter Selection dia. lions choice.25 12.00 x.50 x x 3.00 Gallonsllnch Calculator (optional) 1NOOOOOTotal Tank Capacity (gal) Total Working Liquid Depth (in) gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.001 Dose Tank Capacity (gal) Polylok Filter Manufacturer 16.761 Dose Tank Volume (gallin) PL-525 Filter Model Number Wieser I Manufacturer Project Olson Page 2 of 9 Mound Plan and Cross Section Views IF —T- L Mound Component Dimensions Al6.00 ft E 16.32 in H 1.00 ft KA21.53 ft B 75.00 ft F 9.50 in r 9.70 ft Lft D 12.00 in G 0.50 ft J 5.83 ft INIt 450.00 (ftz)Dispersal Cell Area 1177.59 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.19 (ft) 0 G I H _ no on rli% i �tnrol Shading Key 0 ® Topsoil Cap Subsoil Cap ASTM C33 Sand Tilled Layer ©[ _] Aggregate 6.0 % Site Slope m —T o n 1.5 It +2 1 0.5ft v C Geotextiie Fabric Cover See lateral details on Page 4 for number, size. and spacing of laterals. Laterals are equally spaced from the distribution calf s centedine in the distribution cell (AxB). Project: Olson Page 3 of 9 End Connection Lateral Layout Diagram • = Turn-up+Wbsll "N, a clesnoutpiug �— P Molts aced on tht bottom ob the tattral AN IxerMs xeideMlc al IFX—� tOudM spactd Fact main cpMwetiOn via top or txoss to mSapfS Table N a384 Later cis 8. rorcen"O" Sch 40 PVC per PS 3 0.6 rl in = 3/4 Number of LateralsAl Orifice Diameter Orifice Spacing (X) 1 4.08 ft Lateral Diameter in — Orifices per Lateral 19 Lateral Length (P)ft 11.84 ft'/orifice Lateral Spacing (S) ft Orifice Density Manifold th 3.00 ft — Lateral Flow Rategpm — is Manifold Diameter 1.50 in — system Flow Rategpm Forcemain Velocity 2 .54 sec Total Dynamic Headft Dose Tank Information locking cover with warning label and locking device and sealed rvatertlghl Electrical as per NEC 3W and -� 4 n. min. SPS 316.300 WAC Doconnect Altemate outlet Tank component is properly vented location Wieser Manufacturer Ca ci 600.00 Gallons Volume 16.76 gal/inch —I A i B C Alarm Manuafacturer SJE Rhombus - Tank Alert Alarm Model Number ,101-01H Pump Manufacturer Goulds Pump Model Number rPE 51 Pump Must Deliver 24.90 gpm at 10.24 ft TDH Project: Olson Forcemaln diameter -771 2 in. Weep hole or anti - sow device � mp ofl elevatwn (n) 92.67 .,,_Dose elevation (ft) 92.00 Note Switches containing mercury may not be used in this system. Page 4 of 9 Mound System Maintenance and Operation Specifications Service Providers Name i Phone POWTS Regulators Name r St Croix County Zoning Phone T15 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 450 ft Maximum FOG 30 0E4 fu/L mL Type of Wastewater Domestic Maximum Fecal Coliform Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Service Frequency Inspect and/or service once every 3 years Should inspeCt and clean at least once every.3 years Test once every 3 years Should test monthly Laterals should be flushed and pressure tested every 1.5 years Inspect for ponding and seepage once evjg 11vars I 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 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished • .. • . Grade yr 6-8" Diameter Lawn Sprinkler Valve Box Distribution Project Olson lied Cleanout :)r Ball Valve T 90 or Two Bends Same is Lateral Page 5 of 9 Mound System Management Plan Pursuant to SPS 383.54. Wis_ Adm. Code General This system shall be operated in accordance with SPS 382-84 Wiss A4m. Code, and shall maintained in accordance with its' component manuals [SBQ10691-P (N.01/01. R 11/12). SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver 2.0 SBD 10706-P (N. 01/01, R. 10/12)j 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 393.33, Was. 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 or service. Any opening deemed unsound, detective or subject to failure must be replaced Exposed access openings greater than &incites 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 tank shall be maintained by an individual certified to service septic tanks under s. 281 48, Stats. 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 fitter 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 its enclosure- If the fiber 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 113 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, it 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 verify proper operation_ If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Systitm No trees or shrubs should be planted on the mound Plantings maybe 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 the mound 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. Cod 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 mgfL BOOS. 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODE, 30 mg/L TSS, 10 mgfL FOG. and 104 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 flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at bast 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 dogging has occurred and d office cleaning is required to maintain equal distribution within the dispersal call. Observation pipes within the dispersal cell shall be checked for effluent ponding- Pondng levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. ContingeM 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, pump, pump controls, alarm or related wiring becomes defective the defective components) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically egged absorption and dispersal media, and rotated 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. PretreatrtiM 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 for the system Project. Olson Page 6 of 9 Dll!Ir�gd�� W Y1 O a J OI M TOTAL DYNAMIC MWD o __ o O W O Or' 1""7'i'"I'I''.�„i'Yff "I'"t"f'I' i "P't'T"•f' ' :-',�-r�"'r1�'�"yj,• �•y h-Z.,.,I 00_ i r J I Oil rN I/ I � r a l Y IV C ST-darq- iyb whs Dept. of safety and PrQj*shorfallS?"S SOIL EVALUATION REWRt paw Of D,vmw'of Safety and BwWnljs ' in accordance with SIPS 385. Whs. Ado. Code C;;l St. Croix Attach complete site plan on paper DotieWMptn 8 12 x 11 riches in size. Plan must itdude. but not limited pc.R (BM). direction and Perm I.D. C o f - jav9 - 3 ° - ma pareem slope, scale or dimensions, north arrow, and loratim and distance to nearest road. 14 AId0 Please print all information. R 7!:� 4 Personal i oormM,on you Pwida mey be used fur seconoay pr/nmses (Pinery Law. s. 15.04 (1) (rn)) 7 Z6 Properly Owner Property Location ❑ O Tom and Melody Kamen Govt. Lot S I'2 1u 114 5 T 29N R 16E (0r) W Property Owners Mating Address Lot ar Block a _ 187 220th St I2 ce / , wp at the time of evaluation Baldwin _ WI . 54002 . , 7 Newest Road 115 th Ave p New ConshuctIon useEj Residential ! Number of bedrooms 4 Code dery ed design Row rate GPo Replacement Public or commercial - Describe: na Parent mamrial Pitted Glacial Drift Flood Plain eWmacn if applicaMs -- - na R. General cartanents Mound Design. system elevation98.40fl based on contour line elevation 97.40k Minimum inches ASTM and recornmendanons: mound sand. I.]. c BoringBoring# 11 Bork ID pig Ground surface rtev. 97.40 R. Depth toimbng factor 2R f n Sail Appk@bDn Rate Hamm Depth in Dominant Color Morsel Redox Descnpeon Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. aormstence amarxiary Roots GPD/R ' tRtt fW2 1 0-10 1Oyr3,'2 nOn't sil 2mshk mfr cs I .6 .8 2 10-28 10%r4,4 nanx sicl 2msbk mfr cs na .4 .6 3 28-40 7.5yT4;4 now scl om rjMr na na .0 _0 2] Boring 0 U Boring 97.40 25 N '❑ Pit Ground surface elev. R. Depth to krMrg factor in. Cris Anrir!nh. Red Horizon Depth ri. Dominant Color Muse) Redox Description Ou. Sz. Cont. color Texbae Structure Gr. Sz Sh. onsistence Boundary Roofs GPL)NI Iqh fltit2 1 0-10 IOyr3/2 none sil 2msbk mfr CS lvf .6 B 2 10-19 1Oyr4/4 none iicl 2rnsbk mfr cs na .4 .6 3 19-25 7.5yr4/4 none sel 2msbk mfr gw na .4 .6 4 - 7.5yr4/4 red 7.5)T 5r6 sl om mvfr na na 2 .6 ' Effluent S1 = BOD > 30 < 220 mgA. and TSS >30 < 150 mWL ' Effluent 12 = BOO < 30 rrtgfL and TSS 130 m g& CST Name (Pkrase Print) - - CST Number David J Steel 248956 Address Daft EvAntion Conducted Telephone Number 1699 150th St New Richmond, W 1 54017 7-26-2019 715-760-0347 SBD-8330 (R I I :11) Tom and Melody rm Parcel ID x 2 3 page of — J Baring 95.50 la Boring x 0 Pit Ground surface elev R Depthto �^9 �' Soil Application Rate Fiori = Depth in. 0-8 Dominant Color Munsell loyr3.2 F2edox Desc+iPtbn Du, Sc. Cont. Color none TexW re sil Strta;hre Gr. Sz Sh. 2msbk mfr cs Roos lvf C'F flp1 .6 .8 I 2 8716 16-24 IOyr4r4 7.5vr4i4 none none sicl ;I 2msbk 2msbk mfr mfr cs cs Ivf na d 4 6 6 3 4 24-30 5vr414 c2d7.5yr 5/6 sl om mvfr na na .2 .6 71 Bing x Bar;ng _. _ _..�_. _e., r. r,onlh in inrtino factor in. a.r. Bonng BOnraJ xq _ Ground surface elev. A, Depth to bmrOrrg factor in c... w...,r..nr.... oar. Ellluent 01 = BOO s > 30 < 220 rnWL and TSS >30 < 150 mWL - Etlluent x2 = BOD < 30 mglt and TSS < 30 mglL The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate formal contact the department at 608-266-3151 or TIY through Relay. suarst•rMieo 111 STEEL'S SOIL SERVICE 3 of 3 David J. Steel Tom and Melody Kanten 1470 7 220th St CST-POWTSM SI/2.NE1/4,S 5,T29N,R16W Baldwin, WI 54002 Lic. #248956 Town of Baldwin, St. Croix Co. 715-684-2613 715-760-0347 Lot12 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. fhe location of this test may or may not be w shown, as permanent lot lines were not established at the time the soil test was conduc i Legend i 1" = 40' I 7 ` Zb � = Benchmark Ele. 100.00 ft 1! Top of 1 /2" PVC Pipe • = Alt Benchmark El 98.90 ft Top of 1/2 " PVC Pipe /0 = Borings r Boring Elevations) B1= 97.40ft �) B2 = 97.40 ft B3 = 95.50 ft V B4 = 0.00 ft I ` � ¢L7Y I ( ( 1111 I f � J � I � � ! 2 Z I i 11•. sa 13• 7, r LOCATION SKETCH PART OF THE S1/2 OF THE NE1/4 OF SECTION 5, T29N, R16W, PREPARED FOR: - c.• TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. TOTOOT 9 MELODY K 7220THSTREET TEN - - n � i. �j I-� b - - BAIDWIN, WI Sm ' I 0 2W A00 } r _Tip I L. Nom `.- "V- + I,i X\ / )� .J 1 \\�30 mil\ `\ �i \ J { /• / _ \F7,LOT13 /T fill-\�\\/ _L tP1//%%/�% \n` �l\�`\tom LJ%' \<•t/G.�%�i/jJ! TOTAL AREA = 47.776 ACRES !I �n ,}� (- 1 J �J �.}1 1 1`�`}\��.� „�^.- �; "E{• - // I • //J11' II� \) PROPERTY IS ZONED RURAL RESIDENTIAL \,.)l�ir �!7 !I 'fi ro: 3N is ¢n 1 J \ �J I //1! `v\I\�`\ �- ' \\ / l I� / e PROPOSED DRIVEWAY LOCATION /N \^ l 1f flL'�°` `Va^�J INDEX CONTOUR II/If v IC/ . 2-FOOT COMOUR LOT SO l i / 1 I _ 1 I yy� /�'� V �N LOT li t l a �171..\=� J `uYmw[sE V KrrE11 'Sj/ /i�//j wl.atin�ln(aI.)R vrwt IHARIR !' LOT li" I AIM MAMA kc \; ; �L { \ I1 1 l kJ /'4 ♦ . l T 2 i1 (Kwvto FROMAERuu AMuwR DATA L.\-{-� r M oR GREATeI SIM I nEin / 1 l �� \� `\ \ 1 I I �} //j! 1 l ^1, / �1 J ��/ Il\ / �^ :.• 25%-Wasson ll'RL:V✓LSI' / J ! I /— 111 SEP 03 Z019 ! )� AmnEAweENT/r , r✓ // i CIE.{VIE/i Tf�r �(��1*T / nrr'i♦-fl \ I{I{ = s (llll 1 1 :-::r: tPR-asnuan w, \! �"�L ._� r� I ��J�^•Lr i EXISTING a7� TRACT, \ 1{ I'\[`tom .(w�q•(�rP�L` it / 1 ® t7%•7P1A01E Cnn/n�.nm. /.. `\'�\s.// � � r��J frC`l �y ,�l,, \I 1�--`-`\��\� \�\``/�• I '`,N- ~1✓y71/i=\!� ipIROORT R011M0 l'nic. it rL I — APPLrcATM FOR REVIEW Private Onsite sampled am pool. Wastewater Treatment NOM Peisord iiIoaeetiuu Vou Pomd. nay be used for aeuaMdwI wPOMM Systems rdosw Lan.M: 15 01(1xm) stsftj Dwsim of kwmwy 8ermioe6 ❑ Pbne to be E-Med Provide SharePMt User name Wow Far plain ems. rI a r' olw webeie at http:Msps.vAAov Emed - I ip - oode gmooWm iD awft:DSPSSBPowtsTachi* -cpov Sererd home bean ddepabd aeIn warty b fwAaw plans in feu of Ukt ion of kWuo&y services. For a cam t iet of Qwee eoungm and their deekanoMM Check arwebsib at ht%p;h1d%g.wigg 1. Probed lefon =Sm -fM bof k n lefesrfea. faewi�>•aa of awipaawi b a �smiewr PM*M3ae a4rrw : >1 44 :,P- E �S/ A i Traeocom Ot Loraffim Mibniamtfirs"wd,Nnub n3cabdnarsatPoem pie mbasRrbbdTruss. Mt Eainebdca.np. - nets Red.... Lro+ Dascooftm .G�;� -/-V9n/-9 County g-,Y ❑ CRY 0 Vikis Q TOM Of �w71. L w ; A is ON= Yee aD roar Miss of rJdee dtoer. LA Doom Groove Bay 2- Alter phe s am MsmI L pbam $dmpro an get apM ❑ Caf euetoner 1, 2 (kilo Mescbwr "am rNe wrw so dgbt b o-ieaieb plrq to vi elber ale" a ❑ Reopnebrig poly vd pick eP eesdod is iaessveelry bslveres teraasaMnd few& Ch ab Od AM plans b aamma 1, 2 (dtda mmt wr hUD;9dsos.oloom for Mend emeYb lud w deb 'Rdma to aebvri number ape bdow. 3. aeav ePaila bdasiaR k/alrtfne. UMMN ar duck tames w bm dmftmS a"er er Y poly ieab esesee b Oesiper (fleeesw 1) DWS Oliver Please 81 KI Below fC=buur 2) DSPS FM FfalMle CMebnw tluebsr CIndamer Number Fiases t ei pj - Phavolkambevl-nMei addroas Qi pleas Pho s Nwnbw addreao Go Owns (am CtaMd[ f appiraftle `Ciack IfavicableaT Mparly rateiaMrelMip O o.reer a.w Cover_ bMfeirtoa aved Plae SMdbeiUM ClroetiebL To naqusst eleckanic plan 1 4%W oompteII the - I . . rI I appic"M form and e-md k ataMp wler yam Maytefared 9Msafrolnt Mwernars to r plae are baYrp subrMribd rla paper, lhsy oil be aee19 b a Memion— seer [plat a DSP3 amoa. SM bn i cramp- - Man be A nd in each appkeNs oortrperrad marrMal appowft on the POMYTS wdw Pubicefons Hebvew/Owebesa Am DOM 9ieai gy DaPS 2M eadaed Or me 104 2331 Sm Luk Place Onsinsks6 VA 6 0 e06.7e6i334l�.Ee1 Fwc e06-785 MD Fact 2D49Z4 4 EMEL lei.nov Pets Checks Payable b Division of hidusiry Sermiras Oft ❑ Check box tD kwalce desvw aW sw below TMALAYOLKr DUE Re Is Code 7433 Dewrj m alpasum MD-IO T7 (R 3f 19) S. POIMft tluemirrAL (chuck NI toot a" - Incomplete fonas may result In processing delays) NEW Aerobic Treatment Unit(s) ❑ Chlorinator Tank Replaosmant Only 8 REPLACEMENT Commercial System ❑ UV DMlnbction Unit Add SMluent litter SYSTSM TYPES) NOTE: Submit separate sheets for each eyeNm It subra" multiple syslaws cm tie acme site Enter Fee 8 Revislon to pr.vloualy approved plan iSti.Og IlRaootianmen Revlsw Pa. replacement of a sWIo tank, addklon of an effluent 81ter or p sbeshnant device b an exUting ayetem, etc.) Nalhr ® Component Manual DesignAM o mponnente we peWouNy approved At Oteds Cann anent Manud - Ver. 2.0. SSO.10854 0,03107. R. 1112) Wastewater Flow In ter, el In -ground Component Manual - Var. 2.0, SOD-10705-P (N,01/01, R 10/12) Odons Par day Design wastewater flow of the proposed system; Mound Component NWreul - Ver, 2,0, SBO.105S1-P (N.01/01. R 10112) 1 /� - - Pressure Distribution Component Manuel - Var, 2.0, SOD-10708-P (N.01/01, R 10112) ,GAG 1,000 gpd or less $250.00 Otter - Plsees specify OPO 1,01Y1- 2,000 gpd $325.00 2 00 ❑ Sol Based IndMduai Ske Dseipn' One or more treatment components we nct At approvedpreftusly (k site designIdWatIon frore8 ompor(3): Grade Non -Pre surind k4round Damon menuele and use of components wtfmt product ,Prawrtxod 1"rowd WaslewWr Flow In aPP�dl Mound Driplne Gallons Per day Design wastewater flow of fte proposed system; Constructed Webands OPD 1,000 gpd or less 5450.00 • Ooourtrentellon mud be provded to support tmft#m and dlapemal claims. In a seperats 1,001 - 2,000 gpd "W.00 ststs mani. provide rellonde for the project and attach supporting documents (code sactlore, lest 2,001- 6,000 gpd i75A00 reports, twfutlael pews, research articles, sto,) greater than 5,000 gpd MW.00 plus 1005 for each gallon over 5000 gpd State-owned ha118a: Design HcWkeg tanks ww1ousty, si*wed under a. SPS ❑ Holding Tank Component Manuel, Ver. 20, 8Sb10865-P (N.03107, R1112) Wastewater Flow In 384.10 (tt)(3} Design wastewsur low of the Proper system: Gallons Par day Nom-Acts owned Commercial red Rssklsntlal Hoiding tanks that aampW* uttha this manual 5,000 gpd or tees 111190100 and haw on sa5mated daily Sow of Ise then 3000 gallons par day must be submitted to the GPD 5,001-10„ 000 gpd $150.00 appropriate governmental unh for review Instead of 8% Deparlmot face BPS 383.32(SXs)) meter than 10,000 gpd ti2211.00 ❑ Holdrep Tank Individual Bit* Design-, (La. she cansbuotad, 45 day holding capacity, Co- Holding tanks Including alto constructed tanks NOT mingled wastewater, etc.) Wwomier DesigPlow kf previously approved under s BPS 3B4 10 (2) or (3) Plea" GW W. _ Gallons Per day Design wastewater flow of the proposed system • OoowneMetlon mud be provided to support the relonals for the project. In a asparsls statement. 6,001 gpd ,0 lee , $300.00 great - 8300.00 _ plea, include al code esotlons, toot reports, tectnloal papers, research artless, eta) OPD than1 000 gresterthean 10,000 gpd 8450,00 ❑ Sot Saturation Delermketbn PaW (using observation pipes) ❑ laterpreWs Determination $240.00 — ❑ ExpertrwoW System (One dims additional fae), Submit fee for Individual system as par appropriate above ,yawn type) Expedmmt Number _ 11400.00 Priority RsvNw (enter same amount so normal review fee listed above) 1 .>;2:0p Enter Total (rounded to the no~ doller) (► 'QziZ� SBD-10877 (R 3Mg) ST CRo 4 VNTY SANITARY SYSTEM Office OWNERSHIP/ADDRESS FORM c� dz/2orte� 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 Dave & Kristina Olson Mailing Address 2016 Cty Rd C City/State/Zip Somerset, WI 54025 Phone Number (reuuired)651-724-8147 Email Address (required) soccordave@hotmaii.com Parcel Identification Number 002-1009-30-120 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location NE 1,14 NE y, , Sec. 05 1 T 29 N R16 W, Town of Baldwin Subdivision Plat: Lot # 112 . Certified Survey Map # Volume 3 Page # iv9f g 1A�erranty Deed # 1 1-it"4 qZ (before 2006)Volume Page # Number of bedrooms Spec house O yes 01 no Lot lines identifiable 13 yes O no New Property Address OFFICE USE ONLY u5" Aue (Veniiic tion of new address required from Community Development Department for new construction.) U L-L— (staff Initials) (Date) 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 Once and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department - Land Use Division 715-3864680 St. Croix County Government Center cdd@sccwi.gov_ 1101 Carmichael Road, Hudson, WI 54016 715-245-4250 Fax wwwsccwlgov W W U W w CV N O N N c� q °___--_°---------------- ----== RUR ELFVATK)N IR1' - 1'-0' RJGFR ELEVATION I/O' - 1'4' FRONT ELEVATION 1/4' - I'{T ��.y. rr.� • r.. nrw V.& FOUREO CONC. FOUNDATION ww.. Mrrrrr.o °�w�.1.rw 9-110 ce"C 9Y Lem I I'.a CNING f G"AT o2i m � I 1 s 6 U CN N O N CD Q 9 Z 0 0 U x 5 U t�, I I II 11 1 I I u u •y u I ' 1 I V N zf I 1 II I 11 ' 11 � 11 ♦ �♦ / t• � �r =� 1 v 1 I ♦ H+m1��1wn' ; ; ' 1 1 1 •i�l10 r�F t'�`_l • _\ MLR 1 ��= ' ; I i 1 1 I 1 III 1 1 - __ ' _______ ____________ • .\Mtncllm mil V'tOW „ 1 I -J uwi wl0�10 IL ________ ___l __ _______________________ __ L r___________ 1 I C-O' f'OL*M GONG. IOU WAT" II UCO N W-rLOM-MEAT WI 2' FJW BCLOW 9UD Q N w O N W m LLI CD R Q r_ ______________'_may ____________________1 I I I ^ wMI 1 I sp.� i I I I II I i t i I i I I 1 I 1 I I 1 I I." _—. - _ - I . I I I I I ' I I ' I _ ______p^___~� 'y a ______________ _ II -___ li I i I I I I I uuwii5" I I ________ _____ _______ rMNOn110N MAN 114' - I'-P CQ IOLW" CONC. FOUNDATOM .n-ro7 d la 4 Omer, 6rswnq j=lfp�l �j a 4 6 3 RECEIVED AUG 7 B 2022 TY CDD LM i w v roa 6 lain's 17ravLno Room.. q David 6 Kristin6 Olson i a e1'� 6.' 2236 115th Avenue, P cl qn, Wl 54002 - lot 12 F v t M RECEIVED AUG 18 2022 COUNTY CDD A ig David 6 Kristina Olson ! we v wtiy Ropn_ 190, e i 6.' 2230 1151h lvenuC Doldwk, M 54002 -Lot 12 i i I. n U E1 � W j w CV N E ON z o W o w "1-19J � n 8 i Sul �V U f N Z g4 Q U 021-197 �rae �w�ra� v io..em n u rnur 4 Ys..Iq Y II vi.i 1 Y.Pr.�egrr I N.ea I OY(wO41mPYm�.A II II II rsr ..r`�e.am�' it wnYY j1 r�sem:�� S ��r PirY. 11 .rY MP.Y p 11 A�C< �WwP ti. 11 Y' II �li. Yal 11 mYlaa 1 I 4•mq I YiOItOY I I I q�q�Yml�m 11 I II .rMglp II �iq\i II 1 II 11 ref •P II rrj~ ,l l_ 1. mra MIVgY�q r.r.s.rnm.gs rACRr n[vAnoR PAUM D "IG - rORTAL rRAA! AT GARAGE DOOR 94' m V-1 �T IYmIYmII�rYYrm � .r �1mm Y.YY�Mm Nmlliq_ my U Q N � n b NORTH SCALE 1'•10o 0 100 200 ELEVATIONS SOWN ARE NAVO lees DATUM. CONTOUR INTERVAL IS 2-FEET o� \ WWI( 1 O nn \ '''Emir. FROM \ AFFIOX.ONRAN ✓ LEGEND i, �� r �1170 OHWM ORDINARY HIGH WATERMARK Y / EXISTING 24T CONTOUR \ MINIMUM BUILDING SETBACXS , �\ l f J00'FROM ROAD RXiNTOF-WAY 20'SIOE, 25'AGGREGATE =l J ,� I 25' EAR 7S' RfROM OHWM MA // �16 IrK / M1 INSTAL! ,/ NF _ / LLT fEMOF 4 E / M l TREE LINE� DENEWAY J V�� - / INSTAL! SLLTFENCE / rRCESEvs FAD SNAR®DD4FV wEwAr EASEMENT TO lLETNAYE. FOR 1 Lo's22 no / Lon SS a 12 - OF WISE ti y' DOU UM L sy ZANLER I, DouglasJ. Zahler, Wisconsin * 9-21 professional land Surveyor, hereby certify the this Ske plan was SU� yo prepared by me or under my direct NN supervision and Is correct to the 07/15/22 best Of my knowledge and belief. PRELIMINARY FOR REVIEW 6 t:. 1 OF 2 c ST-aor9-,yb ' Wis. Dept. of Safety and Prq(e�sio3a s SOIL EVALUATION REPM Page of 3 Division'of Safety and Buil A in a000rdar m with SIPS 385, Ws. Adm. Code County St. Croix Attach complete site plan on paper not less than 8A /2 x 11 inches in size. Plan must include, but not limited r>�e erence point (BM), direction and Parcel LD, na percent slope, scale or dimensions, north arrow, and location and distance to nearest road. if A /ao Please print all information. Ravi by oat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ; 7 Z a Property Owner Property Location Tom and Melody Kanten Govt.LotS 1/2 1/4 E1/4 5 T 29N R 16E (or) ❑ Property Owner's Mailing Address Lot # Block # Namg 1187 220th St 12 na / /affn aCF 8t the time of evaluation Baldwin , Wl , 54002 , . 715-684-2613 Nearest Road 115 th Ave 0 New Constnxtion Usein Residential / Number of bedrooms 4 Code derived design flow rate oW GPD ❑ Replacement Public or commercial - Describe: na Parent material Pitted Glacial Drift Flood Plain elevation if applicable na ft. General comments Mound Design, system elevation98.40ft based on contour line elevation 97.40ft. Minimum inches ASTM and recommendations: mound sand. FT] L Boring # Bon� 9740 28 Pit Ground surface elev. ft. Depth to limiting factor i n. El. Soil Application Rate Horizon Depth in. Dominant Color Munsell Radox Desmpbon Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. nsistence Boundary Roots GPD/ft l 01 .1: 1#2 1 0-10 IOyr3/2 none sil 2msbk mfr cs lc .6 .8 2 10-28 IOyr4/4 none sicl 2msbk mfr es na .4 .6 3 28-40 7.5yr4/4 none scl ore rjUr na na .0 .0 ❑2 Boring # U Boring 97.40 25 Q pit Ground surface elev. ft. Depth to limiting factor in. Cnil e,wi-of�,n ante Horizon Depth in. Dominant Color Munsell Radox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. sistence Boundary Roots GPD/ft fr#1 02 1 0-10 IOyr3/2 none sil 2msbk mfr cs lvf .6 .8 2 10-18 1Oyr4/4 none sicl 2msbk mfr cs na A .6 3 18-25 7.5yr4/4 none sal 2msbk mfr gw na .4 .6 4 7.5yr4/4 c2d 7.5yr 516 sl om mvfr na na .2 .6 ' Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Efluent #2 = BOD < 30 mg/L and TSS < 30 mg/ - CST Name (Please Print) Signa re CST Number David 1 Steel 248956 Address Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 7-26-2019 715-760-0347 SBD-8330 (RI 1/11) u Property Owner Tom and Melody Parcel ID # a Boring # 0 Boring 95.50 ElPit Ground surface elev. ft. na 24 Depth to limiting facto in. 2 3 Page of Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. sistenoe Boundary Roots GPD/ft T ff#1 ft#2 1 0-8 10yr3/2 none sil 2msbk mfr cs Ivf .6 .8 2 -16 10yr4/4 none sicl 2msbk mfr es Ivf .4 .6 3 16-24 7.5yr4/4 none scl 2msbk mfr cs na .4 .6 4 24-30 5yr4/4 c2d7.5yr 5/6 sl om mvfr na na 2 .6 Boring # HBori ng Pit Ground surface elev. ft. Depth to limiting factor in. 13onng ❑ Bori1H ng # Ground surface elev. ft. Depth to limiting factor in. Pit ..... .. .. — Effluent #1 = BOD ] > 30 < 220 rng/L and TSS >30 < 150 m91L • Effluent #2 = BOD s :5 30 nV& and TSS < 30 mg/ - The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TT'Y through Relay. seae330rw re u,11 i David J. Steel CST -PO WTSM Lic. #248956 715-760-0347 STEEL'S SOIL SERVICE 3 of 3 Tom and Melody Kanten S1/2,NE1/4,S 5,T29N,R16W Town of Baldwin, St. Croix Co. Lot 12 1470 7 220th St Baldwin, Wl 54002 715-684-2613 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted_ Legend 1"=40' ♦ = Benchmark Ele. Top of 1/2" PVC Pipe • = Alt Benchmark El Top of 1/2 " PVC Pipe 0_ = Borings rJi•ru LOCATION SKETCH PART OF THE S1/2 OF THE NE1/4 OF SECTION S, T29N, R16W, PREPARED TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. 1187 ZZOTH STREET- BALDWIN, WI 54002 - SCALE I-•2fq' 0 200 4W _ �1 ! • , NORTH 0I �j�Jlr�� _�\��\ �? - �. o ..,.�• _j � --1 _, _�-I g E = D } \♦- ti ) ! ri 1/1!/ 'w //J�i� -✓�(/(tl( Ill fl^rrr��\ _ / II F1 J i LOT13" {' -.a TOTAL AREA = 42.776 ACRES 1 1 (` L�`���� \ I I rC / ! I�i • ��• ti -i 1I70 ,��) ( PROPERTY IS ZONED RURAL RESIDENTIAL 11� ♦ / / � \.,ill- � � �t 1 r kAl PROPOSED DRIVEWAY LOCATION (1 1 i ,� l 1,� ` ,��J )♦♦?�S\•?' f! 1 // tl�\III -- --- oil MR INDEX CONTOUR '-' kr r ri / .-- /\ 11 (l //♦\-./` � �� �rif�-1 ) ( / .� — ?LOT 14 i� / / J + ` r I �/ _ 1 I 2-FOOT CONTOUR I � I r_ \ J Lb LOT n^ =FASEMExf �\ --� (♦ter/ �• / 1 i' _ _ / ewmwE 1) �I "��`F fir' \y� j ///' l WETLANDS 1 ACRE DR MORE IN AREA r CL �- / / ` J f I \ WETLANDS LESS THAN I ACRE IN AREA Aj /// w J I_ ♦ \ !! \ l \ _ry ( ( / / 1 T WETLAND LIMITS SHOWN ARE APPROXIMATE- Z r ♦ �• L� I .( `�. �- -- 2 — ( I I A k �a r� T 2 Iri DERIVED FROM AERIAL AND ODAR DATA O I I �* I ^J r \'n 1 / ~\\ \�}` \ 1 r ' I / i/i ' `_ S 30% OR GREATER SLOPED �\ \ 1 1 I i 1, / ✓1 / J 1 \ m'//r�f V� �L Lj & O 1 1 I // I- G \ l J/ l/�%,� ��a.♦` r -ptf-- / zsx-3oxswvE r h TtipZ Access EwsEMENrI //j1 � i / I1 1 J zox-uxswPE SEP 03 20I9 f\ � 1 - \ (t \ I'll\�a�/( w ^ L+XISTING SMALL TRACT r L2x-W%SLOPE comet ,.,. - z \y I� I C yn\-. !.! I—♦`��\\\�./ /i �^��^I y`r? _l/ / /��'L L1 . SOIL REPORT BORING DORIGII'.,'., ZIC 1 \\ \ ♦� �.-.J /�� /LPL"\ ♦` �i ti t f PART OF THE S1/2 OF THE NE1/4 OF SECTION S. T29N, R16W, PREPARED FOR: _ LOCATION SKETCH if TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. TOM & MELODY KANTEN N ice., . 1197220THSTREET BALDWIN, WI 540OZ SCALE. 1'-200 0 200 400 r LOT13 jz BLILI 1FFLIN ?LOT14 y�i _\% e _/11 �/ I < /\ r/ / y -1/ J�1 ALl \/ L l ` L f 1 FASEAIENT \ \• r "� (\ /r/,, / /,/ ` / OLD /LOT12" ! — , r r / I\\V\ 1190\ /873.4D 1 TRACT EXISTING SHALL - - 1\ \\ \\ `y 4~/ t`\ 11. LZ' \` of ti \ T/f ` 1�f11• NORTH 175- �J \ J \ TOTAL AREA = 42.776 ACRES ! PROPERTY IS ZONED RURAL RESIDENTIAL PROPOSED DRIVEWAY LOCATION \ � INDEX CONTOUR e-----_ 2-FOOT CONTOUR NE SET)AOIJ WETLANDS I ACRE OR MORE IN AREA / �L v \ r WETLANDS LESS THAN I ACRE IN AREA / M'ETIAND LIMITS SHOWN ARE APPROXIMATE. Z 41), T 2 (ri DERIVED FROM AERIAL AND LIDAR DATA. F 30%ORGREATERSLOPEI�I��r�I�I��\' jX \\ J W LSI`�LS11 D iF o Till I� J 25%-30%SLOPE _ 20%-25%SLOPE SEP 03 2019 } Q 12%-20%SLOPE Comm °ar;;.. - z LLJ SOIL REPORT BORING D OMGIPI na. W i \II,. �1 OF 1 ,5r, ao/X -COUNW NOo 644774 i STAT SAN A PERMIT -61 225(o llgjAve- . C����`I�1 yl:S►� i l� PLUMBE TOWN i KeIsr#Jrt I EXPIRES DELL LIC.# BLOCK SUBDIVISION 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. ISSUING OFFICER - DATE UNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (R11/20)