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HomeMy WebLinkAbout022-1037-10-100 0(A o J � 0 c � § 7 � � 7 � ki ° a 7& z E 0 m E G 8 [ ` ± c / CO 1 \ \ \ ' ; \ / \ \ \ @ \ ° \) \ § \ \ \ ( @ [ R ° ° co C4 e R # \ / \ \ t E % ° ° E o E & C) ° \ 2 ± 7 e ; / /) 3 0 / \ ® 0 § « / \ / X 0 2 = , 0 r c m §§ Z U) o c CD c CD M M � ƒ \ r "" rt 0 0 o a \ / j j j \ k > q { 0 /� CO % _ © . - (D � J 3 � ; 7 ,_ � � 00 � � f > > 0 \ jm ° [ 8 8 ? k CD k ` e \ 3 % CD \ k { § 1 m m § » m / 3 \ / 7 � q \ § co F �2 \® \ G2gak 8E \a\ § \\ n E / /0 ( /ƒ L 0 j ; °° - > / k / ) -4\ $ \ \ 0 [ \ � CD :E (D 2 kj 2 0 2 f 3 2 . m ° \ » 0 * § 8 � \ Section lli — Zoning Board Decision Process Answers 1) a. To avoid creating an incentive for permit seekers to withhold controversial information from their application until during or after the public hearing. b. To provide ample time and opportunity for interested parties to review the complete application, digest the information, and develop their ideas before the hearing, so that they are prepared to discuss all of their concerns. 2) See list on pages 53 -56. 3) a. Visit the site as a group and follow the public notice and accessibility requirements of the open meetings law. b. Visit the site as individuals or send a staff representative and avoid the requirements of the open meetings law. 4) Generally the zoning board or zoning staff, and members of the public if noticed as an open meeting. These persons may access the site only after obtaining permission from the owner. 5) If not, consider the checklist and announcement of proceedings contained on pages 62 -64. 6) No. This is not one of the exceptions to open meetings listed in section 19.88(1) of Wisconsin Statutes. Also see State ex rel. Hodge a Turtle Lake, 180 Wis.2d 62 (1993) . 7) The board must refer to the specific evidence related to each legal standard for the decision so that if their decision is appealed, the circuit court judge can follow their reasoning. 8) Generally no. Only if they have made a mistake or if there has been a significant change in circumstances. 72 �I Parcel #: 022 - 1037 -10 -100 02/2912008 11:10 AM PAGE 1 OF 1 Alt. Parcel #: 13.28.18.206B -10 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 12/14/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - MARTUL, ANTONY M ANTONY M MARTUL C - NOVAK TAMI E NOVAK TAMI E 1453 CTY RD J RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ` 1453 CTY RD J SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 8.427 Plat: 5489 -CSM 23 -5489 022 -07 SEC 13 T28N R18W PT W112 NW SE BEING LOT Block/Condo Bldg: LOT 01 1 CSM 23 -5489 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 13- 28N -18W NW SE Notes: Parcel History: Date Doc # Vol /Page Type 12/20/2007 865991 EZ -DR 12/14/2007 865636 23/5489 CSM 03/24/1999 600032 1413/291 WD 06/2011990 459709 8731610 QC 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 12/21/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisc•Onsin Department of Commerce Count PRIVATE SEWAGE SYSTEM Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-: Personal information you provice may be used for secondary purposes [Privacy La s.15.04 (1)( m)]. 363873 Permit Holder's Name: ❑ City ❑ Village [])Town of: State Plan ID No.: artul Ton Kinnickinnic Township T{Zr{ms (tr*: '3p9 S 11 CST BM Elev.: Insp. BM Elev.: BM Descript Parcel Tax No.: lop -p ` M . ' Z Cj r 022 - 1037 -10 -000 TANK INFORMATION ELEVA I N DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic w �0 Benchmark 2.10 p2.0 Dosing W LA Alt. BM / -50 ��1 • D Z Bldg. Sewer (SS q -05 -, H St/Ht Inlet r `C S. TANK SETBACK INFORMATION St/ Ht Outlet 6g q5 TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet 8, r Air Intake Septic > l � Tleo NA Dt Bottom IZ.(,(a t7• Z Dosing 4 < < ` 3 NA Header / Man. '�'• t ' I ( --- NA Dist. Pipe 3.35 Holdi Bot. System d 4/ 30 PUMP / SIPHON INFORMATION Final Grade `- Manufacturer oS Demand St cover odel Number 3IlL_ GP 7- W4_ TH ft. \0 Friction, ,.�o Sy 2 TDH ,(�.o Ft 8 •ag q FH / 2 Lengt h D` Dia. 2 " Dist. To Well 7 50 4' Z rv,� SOIL ABSORPTION SYSTEM gn:4 3•`4D BED/TRENCH Width Length , N . IT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS q P. f DIMENSION SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of r r e Num System: lop ? /cc OR CHAMBER DISTRIBUTION SYSTEM Header /Manifold DistributionPipe(s)� i� u x Hole Size x Hole Spacing Vent To Air Inta ke Length � Dia Z Length - Dia. ._ Spacing � I/ (,r �� t` - SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil Yes No ❑Yes ❑ o� COMMENTS: (Include code discrepancies, persons present, etc.) Inspection : I ® ob Inspection #2: Io Location: 1453 County Road J, Hammond, WI 54015 (NW 1/4 SE 1/4 13 T28N R18W) - 13.28.18.206B C- 1.) Alt BM Description = 1{f t M A (wLi. 5� q"" � ,,� —{fie r 2.) Bldg sewer length= ZD.O - amount of cover = ? 2`F " S-+I l 3.) contour = �8.3o 4 at" � IDZ.`((�'/ � (� r is - 10 v � � r O'l?�' r� SEX t �-d r�R�. w � S � _ Plan revision quired? E] Yes No ` Lit* other side for additional information. p p � I S - SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. - I �6 A 9)M 52 ' 4'6 AW d �z � t� 1 C' pP iJE�d� \ i `- �Jk�l As�,�i'�,� a �� �/ i ce W�i`sr� /,�r,: ,� ' 9 7 ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: I 4- Safety and Buildings Division SANITARY PERMIT LICATION , 201 W. Washington Avenue v isconsin P O Box 7302 In accord with Comm 83.)F s Adm. We Department of Commerce ,4 9 Madison, WI 53707 -7302 • �° ' C n Attach complete plans (to the county copy only) for the sy , on eG paper rto's than 8 1/2 x 11 inches in size. If • See reverse side for instructions for completing this applic . ,� j State S nitary Permit Number Personal information you provide may be used for secondary purposes 0' ,,t previous application [Privacy Law, s. 15.04 (1) (m)). �, ; k if revision to Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL IN `� S fl = 9,r71' Property Owner Name r L n 1/4,S T , N, R E (or)(9 Property wner's Mailing Add r s Lot Number Block Num er City, to Zip Code Phone Number Subdivision Name or CSM Number II. TYPE OF ILDING: (check one) ❑ State Owned E] ity Nearest Road Public 1 or 2 Family Dwelling - No. of bedrooms .S O VII age Town OF Ill. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 13.?�.�8. 1 ❑ Apartment/ Condo — — 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 []Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) A) 1 _ .® New 2 ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an - _____System ________System _____________ Tank Only______________ Existing system _________E - - -- - System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 2119 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure ©© f 42 ❑ Pit Privy 13 ❑ Seepage Pit 1 f� 1C FZIL 43 ❑ Vault Privy 14 ❑ System -In -Fill C t 2 VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min nch) Elevation Feet Feet VII. TANK Capacit in allons Total # of � Prefab. Site Fiber- Exper. INFORMATION New Existing Gallons Tanks Manufacturer s Name Concrete strutted steel glass Plastic App Tanks Tanks Septic Tank or Holding Tank 00 ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ❑ ❑ ❑ ❑ 1 ❑ Vill. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for irystallation of the onsite sewage system shown on the attached plans. Plumber' Name (Print) I Plumb is n re (No ps) MP /MPRSW No.: Business Phone Number: Plurvi ber's A / Sttrr ddress ( et, ' y, State, Code): 7 IS IX. COUNTY/ DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Approved []Owner Fee) 11 Owner Given Initial -� Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: ( FL006 PLP W = AEG SBD -6398 (R. 4199) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS i 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly mainfained: The septic tank(s) must be pumped by a licensed'pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division; , 608- 266 -3151. - To be complete and accurate this sanitary permit application must include: I. Property owners name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installecf. ll. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. 111. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number_ Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plate, drawn to scale or with complete location off' holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county ;' soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. Safety and Buildings 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304 TDD #: (608) 264 -8777 Nviiconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary May 03, 2000 CUST ID No.224263 ATTN: POWTS INSPECTOR ZONING OFFICE KIM A O'CONNELL ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/03/2002 Identificati rs Transaction ID N .309511 Site ID No. 190219 SITE: Please refer to both identification numbers, Site ID: 190219, TONY MARTUL above, in all correspondence with the agency. ST CROIX County, Town of KINNICKINNIC; CO ROAD J NW 1/4, SE 1/4, S13, T28N, R1 8W FOR: Description: NEW RESIDENTIAL MOUND Object Type: POWT System Regulated Object ID No.: 658209 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. CoIIaI i The following conditions shall be met during construction or installation and prior to occupancy or use: This lan action is subject to desig comments on the p lan. � c,R ^ I P J � P rr�. �TrV c r NISI OF SAFET A copy of the approved plans, specifications and this letter shall be on -site during construction and open to C inspection by authorized representatives of the Department, which may include local inspectors. All permits —/Ju required by the state or the local municipality shall be obtained prior to commencement of SE_E. ORRE; construction/installation /operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 04/12/2000 FEE REQUIRED $ 190.00 FEE RECEIVED $ 180.00 PESLEY C E , PLUMBING PLAN REVIEWER BALANCE DUE $ 10.00 Integrated Services (920)492-5613, M -R 7:00 - 16:30, F 7:00 - 11:00 WGRUBE @COMMERCE.STATE.WLUS WiSMART code: 7633 cc: KIM A O'CONNELL TONY MARTUL �L S o �• �� MOUND SYSTEM A e DESIGN CP INDEX AND TITLE SHEET Project TONY MARTUL Owner TONY MARTUL Address 236 PLAINFIELD DR RIVER FALLS WI 54022 Legal Description NW- SE- SEC13- T28N -R18W Township KINNICKINNIC County ST. CROIX Subdivision Name Lot No. ###1# Parcel ID Number Plan Transacbon Number Index and title sheet Page 1 Mound calculations Page 2 Mound drawings Page 3� Pres. dist, calcs. and laterals Page 4 TDH and pump tank drawing Page 5 f AND LDINGS PUMP CURVES Page 6 PLOT PLAN Page 7 ;PONDENCE Designer KIM A. 9CONNELL License Number 224263 Signatur Phone No. 715 -755 -3145 Date 4-5-00 Notice: Tampering v*h this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under &. 146.10, Ms. state. Personal Information you provide may be used for secondary purposes [Privacy Law, &.15.04 (1)(m)). ssD lone¢ -E (R.05M) Pagel of 7 MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch- pounds Metric Residential or commercial? R (r or c) (y or n) 0 Replacement system? Creviced bedrock site? N (y or n) Slope 2 % Wastewater flow rate 750 gpd 2839 Lpd Depth to limiting factor 28 in 71.1 cm In situ soil infiltration rate 0.5 gpdAe 20.4 Lpd/m Contour line elevation 98.2 ft 29.93 m Use standard fill depths? I x OR Design depth? in C�cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold (c or s) Hole diameter r 0.25 1 in 0.121, o 0.3 o N 0. 25, 0.281, or 0.313 3 inch only. y. Lateral spacing 4.00 ft Use 0 lateral spacing for trenches. Estimated hole space 4.00 ft Not a final calculation. Number of laterals 2 Pump tank elevation 88 ft Outside bottom of tank Forcemain length 40.0 ft Forcemain diameter 2.0 in 1.5, 2 3 or 4 inch only. 2.067 in Actual I. D. HOLE DIAMETER CONVERSIONS 118 =0.125 114 =0.250 SYSTEM SOLUTIONS Inch -pounds Metric 502 =0155 SM = 0.251 Estimated daily flow F - 75 - 6 - 1 gpd 2839 JLpd W 8=0.188 5/18 = 0.313 7r32 = o.21e Absorption cell Design load rate & area 1.2 gpwe 625.0 ft 58.06 m Linear loading rate (LLR) 9.49 gpd/ft 117.7 Lpd /m Design width (A) 8.00 ft 2.44 m Cell length (B) 79.0 ft 24.08 m Depth of cell (F) 10.0 in 25.4 lcm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) 13.9 in 35.3 cm Basal area required (gpd/infiltration rate) 1500.0 ft 139.35 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell wail 6.0 in 15.2 cm End slope toe length (K) 10.24 ft 3.12 m Up slope toe length (J) 8.00 ft 2.44 m Down slope toe length (1) 11.00 ft 3.35 m Basal adjustment made. Total mound length (L) 99.48 ft 30.32 m Total mound width (W) 27.00 ft 8.23 m Project: TONY MARTUL Transaction Number: Page 2 of 7 MOUND PLAN VIEW observation pipes (typical) i J 27 ft A A= 8.00 ft 2.44 m 8.231m B - 79.0 ft 24.08 m W B J 8.00 ft 2.44 m { K I = 11.00 ft 3.35 m K = 10.24 ft 3.12 m _ 99 48 ft I 30.32 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (AxB) J = up slope dimension = plowed area (LxW) K = end slope dimension e" (152 mm) T MOUND CROSS SECTION subsoil cap D = 12.0 in 30.5 cm lateral topsoil G H E = 13.9 in 35.3 cm invert 99.70 ft _ _ _ _ _ _ F = 10.0 in 25.4 cm elev. 30.39 ft. G = 12.0 in 30.5 cm ASTM ... H = 18.0 in 45.7 cm D Sand Fill E Sys. 99.20 ft elev. 30.24 m 98.20 ft contour 29.93 m elev. 296 —� slope D = upsiope fill depth plowed layer E = downslope fill depth Note: Absorption cell media will consist F =absorption cell depth of aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across A) dB media. The cell H * subsoil + topsoil depth at cell center media is cornered with geote)dile fabric. Designer not": Project: TONY MARTUL Transaction Number: Page 3 of 7 PRESSURE DISTRIBUTION CALCULATIONS Abis"ption cell tnch unds Metric Width (A) 8 ft 1 2.44 Im Length (8) 79.0 ft 24.08 m Lateral specifications Number laterals 2 Holestlateral 20 holes Lateral length (P) 76.00 ft 23.16 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 23.30 gpm 1.47 Us Sys. dis. rate 46.60 gpm 2.94 Us Hole spacing (X) 48 in 121.9 cm Lateral diameter Pipe diameter Design options Design choke Designer must 1 in (25 mm) Place X in red 'X" one choice 1 1 in (32 mm) box of chosen from the options 1 12 in (40 mm) diameter. provided. 2 in (50 mm) X X 3 in (75 mm) X Manifold diameter Pi diamete Design options Deeign choice Designer must 1 in (25 mm) W one choice 1 1/4 in (32 mm) Place X in red from the options 1 12 in (40 mm) box of chosen provided. 2 in (50 mm) x X diameter 3 in (75 mm) x 4 in (100 mm) X I j Distribution system contains: 2 Laterals) LATERAL DIAGRAM - END CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. Laterals centored centered over the A & 13 dimension Last hole drilled next to end cap en c _I P AN laterals are identical J+ X 01 Holes drilled on the bottom of the lateral S equally spaced . Foroe maim oornneotion via tee or oross to manifold at any point. Laterals & foroe main of PVC Soh 40 • ■ permanent end marker (per COMM Table 8 4.30 -5) Inch- pounds Metric Lateral length (P) 76.00 ft 23.16 m Lateral spacing (S) 4.00 ft 1.22 m Hole spacing (X) 48 in 121.9 cm Manifold length 4.00 ft 1.22 m Hole diameter 0.250 in 6.4 mm Lateral diameter 2.00 in 50 mm Forcemain diameter 2.00 lin 50 mm Project: TONY MARTUL Transaction Number: Page 4 of 7 TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 10.80 ft 3.29 m Are laterals the highest point in the Friction loss 1.40 ft 0.43 m system? Yes "X" here. L�J Total dynamic head 14.70 ft 4.48 m If no, what is the highest elevation Dose Volume downstream of pump? Dose is > 10 times lateral volume Forcemain drain Lateral void volume 26.5 gal 100.3 L back to tank? ( "x" one) Minimum dose 265.0 gal 1003.1 L x Yes Drain back 7.0 gal 26.5 L No Dose volume 272.0 gal 1029.6 L Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. _ approved manhole cover with T weather proof warning label and locking device grade levels junction box disconnect grade levels aaemate 4" vent pipe electric as per NEC 300 and < outlet Comm 16.28 WAC \ location 18" (46 cm) min. all of pump approved chamber or outlet joint combination tank A Provide 1 /4" weep hole or anti - alarm on siphon device as necessary pump on B Grade levels pump 88.9 ft C - pump tank manhole = 4" (10 cm) Off el ev. 27.1 m minimum above finished grade D - vent =12" (30 5 cm) minimum above finished grade 88.0 ft Pump tank elevation 3 " (75 mm) of bedding under tank 26.8 m bottom of tank Tank manufacturer WEEKS CONCRETE PRODUCTS Pump tank capacity 19.4 galAn Pump tank volume 1000 gal Pump manufacturer IGOULDS Inche Gallons Pump model number IWE0311 L o A 27.5 534.0 '05 B 2 38.8 Alarm manufacturer S.J. � ECTO SYSTEM STEMS 0 C 14.0 272.0 Alarm model number JHW 101 p D 8 155.2 Project: TONY MARTUL Transaction Number: Page 5 of 7 .curves Pu nc JD EL 36&5 . ?y _ — r ... I -- ;'CE Solids wE15N 70 �.. -� - i - -; -.•I - w wEION r 1p w _ .. .' r . _ 0 1- u - ±EL 0 10 ZO 00 +0 W 6J 7v . .^ l �I GAPACI)'Y . �• 1•.G� >. r u4�ti PUMPS. .►:. r MUM F9E Y > T7 N',ODEL 3305 TI-- -r —r —' �i -;�E 1 4 StJ�IdS 110 15 - - { I• f r� _ i _ �.. oL 0 10 70 70 •0 50 t0 !� w , 1'j 1:1) GPM MIA 0 CAPAC,'1 r • 1 wo O ww� IrmW � 1A0. t Own .wy. 1 � C)M- 'Wisconsin Department of Commerce 1 L �D S EVALU g Division of Safety and Buildings V� cc a Page of Bureau of Integrated Services In ante Wi s. ILHR tr3. 9, is. Z Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. # APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot 1/4 1/4,S T N,R (oOf - -1 2 Property er's W ail r nj Address Lot # B1 6C Subd. Name or CSM# laz f State Zip Code Phone Number city Village ,JZ Town Nearest Road ❑ Ci El ( ) New Construction Use: Residential / Number of bedrooms Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate , _ bed, gpd /fi gpd /ft Absorption area required 4 bed, ft trench, ft Maximum design loading rate �c,� bed, gpd /ft / trench, gpd /ft Recommended infiltration surface elevation(s) ,��� ft (as referred to site plan benchmark) Additional design /site considerations Parent material �/y,, ;o-/ A FT Flood plain elevation, if applicable ft Grade System in Fill Holding Tank S = Suitable for system Conventional Mound In- Ground Pressure AT U = Unsuitable for system ❑ S U S ❑ U ❑ S U ❑ S U El S U ❑ S ® U SOIL DESCRIPTION REPORT Boring Horizon Depth Dominant Color Mottles Structure GPD /ft 9 Texture Consistence Boundary Roots in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trench I ' Ground 3 elev. Depth to ^ limiting factor in. Remarks: Boring # ZZ D Ground — — elev. Depth to limiting factor rn. Remarks: CST Name ( ease P int) Signs e — Telephone No. Address Date CST Number l �/ SOIL DESCRIPTION REPORT PROPERTY OWNER ��v Page of PARCEL I.D.# Boris # Horizon Depth Dominant Color Mottles Structure 2 Boring in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench Ground 424 A11,4 L4 J elev.� Lrs� — ft. Depth to _ limiting factor 7- Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # ; Ground elev, ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) —ems y A� �6 C � I �� G6 d ae � 1 \ .�vf+GlG�•C' 7��uSC A �o7 e-i✓ 5 ,�� Wisconsin Department of Industry S AND SITE EVALUATION REPO Page 1 of 3 LaMar and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distan srfQqd 022- 1037 -10 APPLICANT INFORMATION- PLEASE P.# INT Alt INFOAi0 1 ' LQN RE,>�IEWED BY DATE CP PROPERTY OWNER: t 3 i a �' , PROPERTY LOCATION John Afdahl 5 GOVT. LOT NW 1/4 SE 1/4,S 13 T 28 N,R 18 �(or) W PROPERTY OWNER':S MAILING ADDRESS r ., Ft E30 OT # BLOCK NAME OR CSM # 346 Cty. Rd. "W" j �' a na 3.: acr CITY, STATE ZIP C6DE PHONLSIU r`., CITY ❑VILLAGE OWN NEAREST ROAD Hammond, WI. 54015 (715)7 _ Kinnickinni " [ New Construction Use [ ji Residentia} tumor. of,_ tSiniR,'' ' 4 [ ] Addition to existing building j ] Replacement [ ] Public or comm6lc deS>:ub Code derived daily flow 600 gpd Recommended design loading rate .4 bed, gpd /ft .5 trench, gpd /ft Absorption area required 500 bed, ft 500 trench, ft Maximum design loading rate .4 bed, gpd /ft .5 trench, gpd /ft Recommended infiltration surface elevation(s) 101.50 ft (as referred to site plan benchmark) Additional design / site considerations system el based on contour line of el 100 50' Parent material glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT-GRA IN FILL HOLDING TANK U= Unsuitable for system ❑ S C U ®S ❑ U D S U ❑ S tj E SYSTEM U m u ❑ S R U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft .................. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed jTwich ................. 1 0 -10 10yr3 /3 none 1 2csdk mfr gw 2f .5 .6 2 10 -20 10yr4 /4 none scl 2msbk mfr gw if .4 .5 Ground 3 20 -29 10yr4 /6 none ms Osg mvfr gw na .7 .8 elev. 4 2 10yr5 /4 c2d 7.5yr5/6 sil lcsbk mfr gw na .2 :.3 1 00. Qt. Depth to 5 38 -53 10yr4 /6 c2d 7.5yr5/6 scl 2mgr mvfr gw na .4 .5 limiting factor 6 53 -70 10yr7 /4 c2d 7.5yr5/6 sand tone resi uum na na np np 291 - Remarks: Boring # 1 1 0-14 10yr3 /3 none 1 2csbk mfr gw 2f 1 .5 .6 2 2 14 -28 10yr4/4 none sil lcsbk mfr gw if .2 .3 3 28 -40 10yr4 /6 none is Osg mvfr gw if 1 .7 .8 Ground elev. 4 40 -55 10yr4 /6 c2d 7.5yr5/6 sl 2mgr mvfr gw na .5 .6 10 ft. 5 55 -65 10yr6 /6 c2d 7.5yr5/6 sand s1tone residuum Depth to limiting factor 40" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. A e. New Richmojid, WI 540 Signature: Date: 9 - 2 - 98 CST Number: m02298 I PROPERTY OWNER John Mdahl SOIL DESCRIPTION REPORT Page 2 'of 3 PARCEL I.D. # 022- 1037 -10 r Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -9 10yr3 /3 none 1 2csbk mfr gw 2f .5 .6 ��> 3 2 9 - 10yr4 /4 none sil 2csbk mfr gw if .5 .6 Ground 3 124 10yr4 /6 none fs Osg mvfr gw na .5 .6 e 99 8 ft. 4 33 -45 10yr4 /6 c2d 7.5yr5/6 scl 2mgr mvfr gw na .4 .5 Depth to 5 45 -60 10yr7 /4 c2d 7.5yr5/6 sands one rusid um limiting factor 33" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) • STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. NW4SE4 S13-T28 N -R18W CSTM2298 John New Richmond, WI 54017 3- T28 MPRSW -3254 town of Rinnickinnic (715) 246 -6200 l" 35.5 acres N 1 =40' BM.= top of 2 pvc pipe C el. 100 Alt. BM.= nail in Pine tree C el. 100.80 C 13 F1 iA a N� [p0 .. Gary L. Steel 9 -2 -98 L= %A 1 MAY -09 -00 08 :S6 PM BELISLE EXCAVATING 7152473038+ P.01 $ ST CROIX COUNTY 51:1'Ti(' I'ANK MAINTCNANC. ACIREEMENT p ' AND OWNIJi Sl111' CERTIFICATION FORM { {?w=terBuye Ton. & Tamie Martul ` Mailing Ad 236 Plainview Drive, River Falls WI i' r ,Property Ad ��� County Road J s , R v,eti ication ►egwred from Planning Department for new construction) it7!/53ate y' * Hamm ond , WI ...rwi„. Parcel Identification Number "l'ropett}r L SE ,fa) Sec: 3 , T N - 1 8 W, Town of Kinnickinni NONE -- Individual Property ;Stthtliviston ' , Lot q „ x" — Certified Su t rip q ^_ , Volume , Page M �'!Werrenty t ' a- , Volume . page # ;'Spec house' ouse no Lot lines identifiable yes O no = . lrnpr` ntaintenailicc of your septic system could result in its premature railurc to handle wastes. Proper main ns(}ts of pit septic ipnk every three years or sooner, if needed by a licensed pumper. What you put into the talc a f'ec t the i {hC septic tank as a treatment stage in the waste disposal system. The TM Cr agrecs submit to St. Croix Zoning Department a certification form, signed by the owner art0 masicrplurnhet An plurnti i, rectnctcd pturnhcr or a licensed pumper veri fying that (1) the on-site wastewater disposal jysl e ta in - roper ctgC diocto iii -or (? t ; 1w w pck:iion and pumping (,f necessary the septic tank is less than 113 full or stud�� C, tho unde :C read the fbovc requirements and agree to maintain the private sewage dispo' I system with the sta Nil ^ foRh herb r Natu Resources f Wisconsin. Cart tat � the Depart men of Commerce and the Department of ha t. , Stat4 0 �. a�,,. tirtgthat yd iem has b 'cn ►nainiaiocd must be ram feted and returned to the St Croix Cointy Zoning Office of the wi�in r lilOXs e thre , piration daie. p ��f SI `1rO t' CANT DATE t r° ar l (W' 1, statcnlents on this form are inic to the best of my (our) knowledge. ! (we) am (are) the awn 3 ptb�itt=y i1q O"by virjuc rit a %cair,tnty decd rccordod in Register of Decds Office. N CEN RE ANT DATE •i 1 #ar /r A µ (s misrepresented may result in the sanitary permit being revoked by the Zoning Department. 0 0 include with lieation n eia,ntse,i �, 2rrawy deed from the Regisrcr of Deeds office r ;r� a cope of the certified survey map ,f reference is made in Ate warranty deed VOL 1413 FAU'? 9t 2 — 1982 STATE BAR OF WISCONSIN FORM i 6.00032 KATHLEEN H. WALSH WARRANTY DEED I REGISTER OF DEEDS ST. CROIX Co., WI DOCUMENT NO. -- - RECEIVED FOR REM John D Afdahl and Mary Behl na Afdahl, 03-24 -1999 1:40 PIE husband and wife. WARARTY DEED EMPT I CERT COPY FEE: COPY FEE- conveys and warrants to Antony M Marhij and Tami F_ TRAMBFER FEE- 345.00 Novakr both singl,perso-ns, as Joint nan-F.:, � INO FEE- 10.00 ii THIS SPACE RESERVED FOR RECORDING DATA NAME AND RETURN ADDRESS / the following described real estate in St. Croix County, State of Wisconsin: w a101o'- o-000 (oZ PARCEL IDENTIFICATION NUMBER Located in part of the NW 114 of the SE1/4 and in part of the SW 1 /4 of the SE 1 /4 of Section 1 , T28N, RI 8W, Town of Kinnickinnic, St. Croix County, Wisconsin, described as follows: Commencing at the N1/4 corner of Section 13; thence South 00 degrees 39 minutes 20 seconds East along the north -south 114 line, 2615.09 feet to the north line of the SE 1/4 of said Section being the point of beginning; thence continuing South 00 degrees 39 minutes 20 seconds East, along said north -south 1/4 line, 2296.26 feet; thence South 89 degrees 59 minutes 51 seconds East, 666.84 feet to the east line of the Wl/2 of the W1 /2 of said SE1 /4; thence North 00 degrees 42 minutes 10 seconds West along said east line, 2296.28 feet to said north line; thence North 89 degrees 59 minutes 51 seconds West, along said north line, 664,94 feet to the point of beginning, St. Croix County, Wisconsin. T1Tls- '^ I i `i , � a _ nor y homestead property. 7CJCfab(x (is not) Exception to warranties: Easements, restrictiorsand rights -of -way of record, if any. i l l Dated this �° day of March A-D., 19 99 (SEAL) L (SEAL) ohn D. Afdahl Mary I3e (SEAL) (SEAL) ii AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss St. Croix CDuy �I i; authenticated this day of 19_ Personally came before me this day of f March 199 the above named : Jobn D. Afdahl and Mary Behling 4D Afdahl, husband and wife. TITLE: MEMBER STATE BAR OF WISCONSIN 1 els '?\ ��to (If not, 140 G O t t authorized by 5706.06, Wis. Slats.) swkc C'' to me k wn to be the rson who executed the foregoing ms"t t and ackn edge the same. THIS INSTRUMENT WAS bRAFTEO BY Attorney Kristina Ogland Hudson WI 54016 Not ry Public, County, Wis. (Signatures may be authenticated or acknowledged. Both are not My commission is permanent. (If ot, s to ex tration date necessary.) / ( �/ 9 19 ) • Names of persons signing in any opuity should be typed or printed below thttr signatures. STATE BAR OF WISCONSIN Wsoonsin Legal Btxs, Co.. Ire. WARRANTY DEED Form No. 2 - 1982 Wu. .. acne Lr: GU11YN n�N� l r nwaury rraa�wvaan r l o .mo l ou6a U[Ill! l uU n:va� J�_AI LJ �rdy@ D7 F ROtigDINA REALTY nuD50N Wi5cON5iN DFFi[E 18.87.1998 11.34 n0. 4 P. 3 w 4 ' Located in part of the W1 /4 of the 681/4 and is part Of the SWI /4 of the SIM /4 of Section 13, T2EW, RISK, Town of Kinnickiaaic, St. CXOix Cmmty, Wisconsin; described, as follows: Commencing at the at the M214 corner of sec 1 3; then 500 *5, along the north - south 1/4 Line, 2615.09 feet to the north line of the SS1/4 of said section tieing the Xin f � abnn9na thence cOntiau ag 200 along said north - amth 1/4 line, 2296.26 feet, thence 889 4 8, 666.84 feet to the east 11De of the W1 /2 of the itl/2 of sac@ 881/4; thence 900 alca g said east line, 2296.28 feet to said north line; thenM N89 along sald north line, 664.94 feet to the Rai of lhBgitti F . Above described parcel contains 35.100 acres (1,528,962 Sq. Ft.) and is subject to C.T.H. ■S" right -of -.ray and all ease ts, restriatiMs aAd covenants of record. Sk8 SH88T 1 OF 3 S"Ma I GEM 2 OF 3 9B6RTS { -- -------- ---- - -- — - -- --- - -- -- --- ----- — -- ------------------------------------------------ --- ---- Sera by: EDINA REALTY HUDSON WISCONSIN 715 386 1502, 02/07/00 9:DU, J*M9&_ fF 141 i rd9v FRq# 9 01M 9 ERLTY UUOSaa YISCOHSIM OFFICE 18.07.1998 11j55 Na { P 3 _ 1 t I rt of th6 2EW1 /4 of the ( A 65 foot wide access ea3MCn~ located is described a8 T SB and iinuaickinnic S / Croix County, Wisconsin 13, describ 1t18tr1, j follows: } Coaraeneing at the at the D1114 Corner Of . 87 13; thence 500O34� al the north - south i/4 lime, 2706.87 feat to the�uth��trigiht ■ the BQ18T. -Alf �' umin s &00°39'20 along said C.T. J bei>�9 o f- w a y o€ _ 1 4 lice, 2204 .48 fe et; aasth f > th o r thence S89 °59.51 "B, 66.00 feet; thence N00 * 9 12 0 w, 2014.36 feet: h14o58.00 -8. 162.94 feet; t 1�U0 : 2 w• 31.26 axrherly right - southerly rigtlt -of -way; thence 189 14 4T V, alamg of -way, 109.91 feet to the S6B gB88T I OS 3 SMMT8 j i I E smsET 3 OF 3 Sl BSTS i Ni/4 C 500'39'20 - E i NORTH LINE OF THE M /4. SE � -- - � C.TH J --w 17 _ - 1GCATED CEidTERIIt{ ,1 6 ' D -568_SY13 _ _ N t,I b CENTER1.1D � ti FIELD DRIVE pi ` NW4DER DIRECTIM DISTANCE ti I 1 S88'S9'13"W 6287' n 2 MOO, tr SOPW47"E ' O 3 N14'39'00 "E 162.94' ry EA 'aJ x i66' 4 NOD•39 20 W 3126' y� Q y O z . I I y 35.100 ACRES n Sd 4 1.528.962 SO. FT. f �+ f � ! 33.716 ACRES EXG ROAD R \W ONLY 1,464981 SO. M 1 � 30296 ACRES EXC R/M d EASEMENT re 1.319,689 S0. FT. n ° n q C . tv I io � I tv � ro E tiD � R ro tr OD M 1 0 a 1 a I r Y i A + F N L N 8 = z ty ^' a o N z p �c I m +� Z;,: 2 rlj r r y O _1 rl �rq n C3 y y C)D n n W CJ z C (290,84' F^I • S69'59'51"E 666.84' i 51/4 CpR.! SEC. 17 SH i OF 3 SyEE t 'd ► 'ON i4i IT 0661'[0'01 331130 RIS003SIM BOSOM Alld3S ONTO3 NOM , r NI/4 C� R. SEC. 1T 500 39' 20 "E ��� NORTH LINE OF THE SE1 /4, SEC 13 -- 2615.09' co Ln � • �- ------------ - -b - -- N� .9.��9_'S.1- '_'�l_- 6b�.��•'__- - -_ -�� = gib= � � N - - . �.._._.__: 9 W - a 175.95' LOCATED CENTERLINE QQ 60 --- SBB'S4'l3_'1,L 426.33'___(�i �'�t y 4- - '`fib CENTERLINE i FIELD DRIVE E4 k PIN NUMDER DIRECTION DISTANCE 1 S88'59'13 11 W 62,87' y c ' �`� 2 S01'00'47 "E 20.00' f ►'� � 3 N14 *58'00 "E 162.94' N -4 hi x ( 66' 4 N00'39'20 "W 31.26' o r y { -4 J 35.100 ACRES = f n r 1,528,962 SO. FT. y y t ri -4 V V < 33.746 ACRES EXC RI3AD R \W ONLY A �'► 1,469,981 SO. FT. £ 30.296 ACRES EXC R/W & EASEMENT p 1,319,689 SO. FT. F) o n Vj y ! w= CIS m 0 w ft� v P o {� o �W' � rn C) U) "o ro N � 0 -4 Q �� FT iN N (O W I A o bo rlu Ic? o v tU w rV g', ° �A i rn (v s iv m o0 l o � P i L x 10 i T N{ o . �v xa+ ❑ r z O H 00 X Z C m N z Wd Z AZ m C G1 N • .d -Z13 z d h � o r'1 Od I Z C C rn r Z 0 CC7 C -t � fTl d V1 N rl ri n Wo (( d� o W r, W� z 0 �i o E z � s w - .. C -- 7 ` m 6.0 600.84' i --- • S89 °59'51 'E 666,84' S1/4 CUR. • SEC. 13 SHEET 1 OF 3 SHCE Z 'd b 'ON £S:TT 866T'L8'8i 30Ij30 NISN005IM N050fiH h1ltl3M UNI03 d10?Jd