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HomeMy WebLinkAbout030-2075-95-000 m 00 O w � � I I O N i ti 1 d � i ! O GL o w Z 2 o Z m LL C > 3 O � I ' uJ _0 L 3 ° a� Z y N Z __ 0 d C V z a m CD N I— U C O cu 0 Z a w d z a c o z - o N M (D Of • N O 0 � t O 0 0 U Q z z O w 2 N O Z Y i+ m N C = H 'a N (V � .. E (0 N d .� w m C E cc m � NS C U U U � p � w a� z CL CL IL CL c 0 G U v 0 ID U) J U!= rn rn Z N ° _ 0 ° N O O ... 'O :3 00 t m uJ a ° r V N O 0 d Q O �i 00 Cl C r I C FlV O !Z4 3 p E 0 j N In U O O C7 R p N N N v O° N O' C M_ a0 M_ r Cr N O O (n 0000 � 0) LL C N ►1 °' M 7 00 0 N O U • Q Cl) N fn LL co O Z C Q' fn V C40) -I € a 1 CL ` CL E ` l w �1 A c �IL2 U)0 Parcel #: 030 - 2075 -95 -000 02/11/2005 08:39 AM PAGE 1OF1 Alt. Parcel #: 26.30.20.644 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * FAUST, MALCOLM H & HELEN T MALCOLM H & HELEN T FAUST 1366 14TH ST HOULTON WI 55082 -2205 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 0.460 Plat: 1910 - DRECHSLER HGHTS SEC 26 T30N R20W LOT 3 BLK 2 PLAT Block/Condo Bldg: 2 LOT 3 DRECHSLER HGHTS ASSESSED W /030- 2076 - 10(645) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 26- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 11/12/1998 591452 1376/367 WD 11/18/1997 568694 1277/420 WD 11/18/1997 568693 1277/410 TI 07/23/1997 716/13 2004 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/27/2000 Description Class Acres Land Improve Total State Reason Totals for 2004: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2003: 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 Parcel #: 030 - 2076 -10 -000 02/11/2005 08:39 AM PAGE 1OF1 Alt. Parcel #: 26.30.20.645 030 - TOWN OF SAINT JOSEPH Current X, ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner MALCOLM H & HELEN T FAUST ' FAUST, MALCOLM H & HELEN T 1366 14TH ST HOULTON WI 55082 -2205 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 0.390 Plat: 1910 - DRECHSLER HGHTS SEC 26 T30N R20W LOT 4 BLK 2 PLAT Block/Condo Bldg: 2 LOT 4 DRECHSLER HGHTS ASM'T INC 030 - 2075 - 95(644) Tract(s): (Sec- Twn -Rng 40 114 160 1/4) 26- 30N -20W Notes: Parcel History: Date Doc # Vol /Page Type 11/12/1998 591452 1376/367 WD 11/18/1997 568694 1277/420 WD 11/18/1997 568693 1277/410 TI 07/23/1997 716/13 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 6358 225,200 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.390 50,000 171,600 221,600 NO Totals for 2004: General Property 0.390 50,000 171,600 221,600 Woodland 0.000 0 0 Totals for 2003: General Property 0.390 28,200 133,900 162,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 518 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT � 4, r I; ECEIVED ' 1. Owner ,r py 41 i' 9 Property Address ST CROIa( 3 City /State ^OUnlTv � �ONINGC�FFICCl: Legal Description: �� t Lot y Block Subdivision/CSM # 03 S� t/a EL 1 / 4 , Sec. _2b, TAN -RAW, Town of S7 PIN # 03 o - ads 9 s SEPTIC TANK — DOSE CHAMBER — HOLDING TANK INFORMATION: Tank manufacturer Size ST/PC 60c�1 So Setback from: House 23!Well — P/L ao? Pump manufacturer Model k 6 Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: /' Width Length —� Number of Trenches Setback from: House Well P/L Vent to fresh air intake z10 ELEVATIONS Description of benchmark lV O�✓` ��-�- ���-- Elevation Description of alternate benchmark Elevation Building Sewer 8 . ST/HT Inlet O V ST Outlet `—' PC Inlet PC Bottom a 7 Header/Manifold �l� Top of ST/PC Manhole Cover Distribution Lines () g 3 / () ( ) Bottom of System () 7� 7 () ( ) Final Grade O O ( ) Date of installation 5 ,/ Permit number .5838 State plan number 99, 7 Plumber's signature License number 35 Date S /// / Inspector frr_ � Complete plot plan �+ NOTICE Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW Iv G 3 -� 33 � 3 3` 1� 4 INDICATE NORTH ARROW Wisconsin Department of Commerce County: PRIVATE SEWAGE SYS Safety and Buildings Division • INSPECTION REPORT $.+. ow GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No -: Personal information you provice may be used for secondary purposes [Privacy Law, 5.15.04 (1)(m)J. 3 3 9 9 1 _ 7 5 $' Permit Holder's Name: ❑City ❑Village own of: State Plan ID No.: CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. is ; ol c f�v / /OC]0 Benc c� p off• /o c7 Dosi l �ii.�u -t f�S7> �1 �• �n/J /a.87 C?3 •/3 Aeration Bldg. Sewer ,1, `f 3 3 Holding St Inlet f0 el-` 1q. W1 TANK SETBACK INFORMATION S W Outlet TANK TO P/ L WELL BLDG. Air I to ntake ROAD Dt Inlet Air e tic 5Z5' N I A L-/,& NA Dt Bottom `o d X3.73 $D -"L7 Dosi " �� 3 j ' NA Header / Man. l 0, 1' 5 . ( R�51 Aeration A Dist. Pipe /�jc� 4 - &-r -j/ Holding Bot. System 97 7 PUMP/ SIPHON INFORMATION 3$� Final Grade Manufacturer a Id 5 Demand 944"41 C 0y _ /6 .07 5( Model Number 28 -DBGPM TDH I Liftj�,1 Lrictiop Syetem S TD161 -fit Forcemain Length C�p Dia. F 2" Dist. To Well SOIL ABSORPTION SYSTEM B /TRENCH Width Length No. Of Trenches PIT No. Of Pits ia. Liquid D th DIMENSIONS , DIMENSION SETBACK SYSTEM TO P / L BLDG I WELL LAKE/STREAM LEACHIN Manufacturer: INFORMATION Type O�,�1 CHAMBE Model Numb System:140 -7 33 1 t)/, OR UNIT DISTRIBUTION SYSTEM Header /Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length � Dia. Length Zz Dia. Spacing q 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 ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) $ ;S /� '�� 36 37 t 4 .SAvP g 7 Pia, s /yl9y 7 -;2-7 �- 7 . 44.7, 46.,7 — i fs aY�c . — 97.7 /1G d^®ve, 516 • w f0 ✓wliN Zs p�ew'.s /ers Wd,1 watt 0646d P % 45; &M Ufll v Plan revision required? ❑ Yes [�No 1 E 1 Use other side for additional information. / SBD -6710 (R.3/97) Date Inspector's Signature err; nto e S Safety and Buildings Division SANITARY PERMIT APPLICATION 2 01 E. Washington Ave. NV In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Department of Commerce Madison, WI 53707 -7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 112 x 11 inches in size. 3 t , l l • See reverse side for instructions for completing this application State Sanitary Permit Number The information you provide may be used by other government agency programs ❑ Check it revision to previous application [Privacy Law, s. 15.04 (1) (m)). State Plan I.D. Number 1. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION 78200 Propert Owner Name Property Location SF v4 M0 114,5 0 - kU T 30 ,N,R Property Owner's Mailing Address Lot Number Block Number )4 C City, State Zip Code Phone Number S ivision Name r CSM Numb r tSt. 5511q- L4% ('7 15 II. P B IL ING: (check one) E] State Owned c it y earest Road ❑ Vi age Public 1 or 2 Family Dwelling - No. of bedrooms 3 Town OF Q - & - q10L. III. BUILDING USE (If building type is public, check all that apply) Parcel 14umber(� 1 [] Apartment / Condo ff 07--5_ ` 5 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) A New 2. [] Replacement 3. [] Replacement of 4. E] Reconnection of 5_ E] Repair of an System -------- System ------------- Only_ __ Existing System ________ Existing 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 21 N Mound 30 [] Specify Type 41 ❑ Holding Tank 12 [] Seepage Trench 22 In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate S. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (so. ft.) (Gals/day /sq. ft.) (Min. /inch) G— Elevation 7 3 7 ✓ Feet Feet VII. TANK in g allo ns Capacity Total # Of Prefab. Site Fiber- Plastic Exper. INFORMATION Gallons Tanks Manufacturer's Name Concrete Con- Steel glass App. New Existin strutted Tanks Tanks Septic Tank or Holding Tank �QQ -- j c ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber 5 ❑ I ❑ i ❑ 1 ❑ 1 ❑ VI11. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plum s Si n ture: o t Business Phone Number: $root Gtr'or �a0 5 - 9 Plumber's Address (Street, CiKZ e, Zip Code): 11 6 0. ka-e Q IX. COUNTY/ DEPARTMENT USE ONLY ❑ Disapproved Sa itary Permit F e (includes Groundwater at ssue Issuing Agent Signature (No Stamps) A roved Surcharge Fee) pp ❑Owner Given Initial Adverse Determination 1 X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: SBD-63B (ffl.11/96) DISTMUTION: Original to County, One copy To: Safety S 9odd'irgs Division, Owner. Plumber INSTRUCTIONS ' 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be 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 maintained. 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 owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. 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, purnp /siphon and holding anks for this system. Check experimental approval only if tanks received experimental product approval from 9 Y P PP Y P P PP 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 8 112 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of 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; E) 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 DIVISION 2226 Rose Street N *isco ns i n La Crosse, WI 54603 Department of Commerce Tommy G. Thompson, Governor 23- Jan -98 William J. McCoshen, Se ++ cretary Wegerer Soil Testing & Desig Richard La Casse 421 N Main St ti. ���'�f PO Box 74 River Falls WI 54022 cr �po�k 88 LA CASSE -LOTS 3 & 4 Plan ID 9820071 =. zO/V //VG NTy f CPFIC SE,NW,26,30,20W Municipality of St Joseph Inspector: Leroy G. Jans County of St Croix (715) 726 -2544 Private Sewage plans including the following element(s): MOUND 450 gpd 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(2)(e), Wisconsin Statutes, is responsible for compliance with all code requirements. This plan action is subject to the conditions listed on the following page(s). 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. All permits required by the state or local municipality shall be obtained prior to commencement of construction /installation /operation. This project is under the supervision of a state inspector. As inspection concerns arise feel free to contact the state inspector at the number listed. The inspector for this project is listed above. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Please refer to Plan 1D number listed at the top of this page when making an inquiry or submitting additional information. Sincerely, / Gerard M. Swim POMS Plan Reviewer (608) 785 -9348 SAFETY AND BUILDINGS DIVISION 2226 Rose Street LaCrosse, Wisconsin 54603 *isconsin Department of Commerce Tommy G. Thompson, Governor William J. McCoshen, Secretary Page 2 :gg 20071 - A Sanitary Permit must be obtained from the County where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats, prior to installation. - 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(d), Wis. Stats. SBD- 5524 -E (R.07/96) File Ref: f - Page of 6 MOUND SYSTEM RECEIVED FOR A I BEDROOM RESIDENCE JAN 1 6 1 SAFET" n LOCATED IN THE SE 1/4 OF THE Nw 1/4 OF SECTION Z6 ,T 3U N, R W, TOWN OF S . �USIEp c H S't RWE1C COUNTY, WISCONSIN. T CL�Z-s 3 4 NZ)'SN.L�R tt� lGtt1'S S �3 Lo C 1z.. Z INDEX 98 - 20071 PAGE 1 *of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR w . L A CN -SSe R _w. L cj.'s3E CusT'o 0 m rJ .T \2.ZO O��ch�UO�� LPr..lt P• ition ally�p svrv w\ s e Coed Q �k �t PW COO PREPARED BY IA EGEFcEFR SO I L TEST I P4(3 mo o® �,� ®�� A►y� AND �� ,••. ».. `y��Y DF =S I (3 E ;V = CE ~ '' •'• ARTHUR L F.O. 1101 14 421 K. KAIK ST. w =_ RIVER FALLS. KI 54022 sWORTH, I G JOB NO_ S 8 C r PLOT PLAN Page Z of 6 Scale 1 "_ ►� p` O � d 3 BDR� «'OU I h v L.UT 4 �O� _ g�8 i CD - S OF Z PUC F.ry r ; 6V Do rvuT euw,�Rer j 8:3 ALr.3r -t I � 3 8.1 Z3 WL °1l 6 qL , c)6. S �3 o�'1vw1 of F3�'D _TJOCL 'M WE h'r U':Errsr so' F) M M ouh- p FAI-b W'r L�msr zs ' Phi M I NOTES -1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( y required) 3. Install 4" observation pipes with approved caps. ( Z required) 4. tank to be l oon / 6SO gallon capacity manufactured by $ p WQ7TT `l PMerAST , InJ c. , - 5 . Bench Mark 'Ii�M L� l0 0 0 cjrj Kz+0\_ i N Lt-w'1 TPje . �� -r � "- CL. `) - X1.0 • '1 Y t w N i 6. Divert surface water around system to prevent ponding at the uphill sid Page Approved Synthetic Covering Fts-'m C 33 Distribution Pipe Medium Sand H _ _ G Topsoil _ __ _ = -- i F Elev. °L -5 E p 3 �� % Slope Bed Of i~ 2 %2 Force Main Plowed Aggregate From Pump Layer D Ft. Cross Section Of A Mound System Using E 1.\z4 Ft. A Bed For The Absorption Area F p.$ Ft. G 1-o Ft. A 8 Ft. H 1 S Ft. Linear Loading Rate = q • 6 GPD /LN FT B 4 Ft. Design Loading Rate= 0. y.GPD /SQ FT j 1 b Ft. J - 1 Ft. K l Ft. m - �f — � � q Ft. m M, _ _ W al Ft. L Observation Pipe A - - - -- ---- - - - - -- - - --- r •-- -- ----- - - - - -- -- Force Main �, Distribution Bed Of 2 2 2 o�aust Pipe Aggregate I Observation Pipe Permanent Markers (anchor securely) Plan View Of Mound Using A Bed For The Absorption Area Page Of —.IQ Perforated Pipe Detail / 0 End View ) Perforated End Cap. ,{� PVC Pipe Install permanent marker , o <` at end of each lateral Holes Located On Bottom, Are Equally Spaced Q S PVC Force Main Q PVC Manifold Pipe Distri ution Pipe Lost Hole Should Be I Next To End Cap End Cap P ZZ Ft. Distribution Pipe_ Layout S y Ft. X V 8 Inches Y A Inches Hole Diameter 'IV Inch Lateral I Inch(es) Manifold Z Inches Force Main " 2 Inches # of holes /pipe b Invent Elevation of Laterals 58-00 Ft. Vxl•l1 1.0 Lk� = Z$•U$ GPwI Place 1st hole 7 -4 from center of manifold with succeeding holes at Y8' intervals. Last hole to be next to the end cap. Combination Septic; Tank and PUMP CHAMBER CROSS SECTIOM AND SPECIFICATIOMS ' _ PAGE S OF Io WEATHER FILOOF V►JT CAP JuAICT101J 90X 4'c.i. VENT PIPE APPROVED LOCKIUG _ 10' FROM ODOR, MANHOLE COYER w� :11WOOW OR FRESH �' - u- 'AftN1W6 LfgEL. cWa 1T AIR Iu TA K E Du � t , tj i b "hA-x. MIU. 18' MIIJ. y Piet PROVIDE -- IIJ< - £T AIRTIGHT SEAL I I I 3 gFFL�S I i I A I I � I APPROVED JO11JT: APPROVED JOIWT I II W /C.I PIPEORPUC Vi/C.I. PIPEaR Tank construction I II ALARM shall comply with ILHR ;3.15 and 33.20 a I I I I OW C 1 I 80,83 I LLEY. FY pump - -� OFF 0 CoucRETE LZ 80 • llb BLOCK 31" APPRo+c RISER EXIT PERMITTED OIJLy IF TAWK MAIJUFAGTURFR HAS SUCH APPROVAL DOING 5EPTIC E 5PECIFICAT10QS DOSE MAWUFACTURCR: 1�`Dw�r P Cf� 3r WUMHER OF DOSES. 3 PER OAy TAWK :,IZL : 6S GALLOAI D05E VOLUME I ALARM MAIJU FACT URFR: S, • �1J�sc�'12.t7 Sy Sl�i S INCLUDIAI6 BACKfLoW: ` 3fO GALLONS MODEL ►JUMBCR: vO CAPACITIES: A= INCHES OR 21 GALLOIJ5 SWITCH TYPE: `MAR C UR `( 5= IIJCHES OR 3 y Gr 1-1-0A1$ puMP MANUFACTURER: IsOUt_ C= g INCHES OR GALLONS MODEL MUMBER: 38 � I � S D INCHES OR GALLOIJS SWITCH TYPE: 1�1�1ZCJJR L( NOTE' PUMP AWD ALARM RE 6 TO 6E IAIMIMUM DISCHARGE RATE —Z8 - Q 4 GPNI INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFEKEUCE DETWEEU PUMP Off A1J0_D15TRIBUTIOW PIPE.- FEET + li1IJIh1UM METWORK SUPPLY PRESSURE .. - 2.50 FLET + 105 FEET OF FORCE MAIM X ` b1 FYo fCFKICTIOLI FACTOR - - FEET TOTAL Oy1JAMIC HEAD = �- 3 6 FEET Pump chamber DIAMETER — I IUTEK IAL DIMEWSIOW� OF TAUK: LEIJGTH ;WIDTH _ ;LIQU10 OEPTH BOTTOM AREA — - 231= _ GAL /INCH AS PER MANUFACTURER -- GAL /INCH Goulds�� 6 or= Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and and float switch attachment • Farms manual operation. Automatic • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. 115 or 230 V, 60 Hz, 1550 Float Switch assembled and duty • Water transfer ■Power Cable: Severe du • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. ■ Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, Pump: EPO4 built in overload with construction. ■ EPO4 Impeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING 3 /a' maximum. • Power cord: 10 foot with pump out vanes for i • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. ". Canadian Standards Association • Total heads: up to 24 feet. with three prong grounding N EP05 Impeller: Thermo- Discharge size: 1 " NPT. plug. Optional 20 foot plastic enclosed design for (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with improved performance. end in 7" or "AC ".) rotary/ceramic - stationary, three prong grounding plug BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 • Capable of running - dry without damage to s 30 components. + - -- — — - - -- — -- Pump: EP05 8 _ -- • Solids handling capability: o 25 maximum. w ' t • Capacities: up to 60 GPM. 6 20 Z1.3�. • Total heads: up to 31 feet. g i • Discharge size: 1 NPT. z 5 - -- - - -- — — -- - -- - — _ - - - -- • Mechanical seal: carbon- 0 15 rotary/ceramic- stationary, a 4 — BONA -N elastomers. o S • Temperature: 3 10 104 °F (40 °C) continuous - 140 °F (60 °C) intermittent. 2 -- - — - - - - -.- - -- 0 00 10 20 30 40 50 GPM _ L L L 0 2 4 6 8 10 12 m CAPACITY ®1995 Goulds Pumps. Inc. Effective May, 1995 B3871 , Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor 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 81/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM);-dirMior -and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distan�Ce'to nearest road. "" 030- 2076 -10 APPLICANT INFORMATION PLEASE PRfN.T ALL IKORMATION REVIEWED BY DATE PROPERTY OWNER: 4ERTY LOCATION Richard LaCasse r Fr�v{ , LOT SE 114 1/4,S 26 30 N,R 20 for) W PROPERTY OWNER':S MAILING ADDRESS # BLOCK# SUBD. NAME OR CSM # 1220 Oakwood Ln. �� J�OtX jr•; 2 Drec CITY, STATE ZIP CODE �„ PHONE NU MW ioE ITY ❑VILLAGE [MOWN NEAREST ROAD Hudson, WI. 54016 P715 693 St. Joseph 14th. St. I New Construction Use [ x] Residential / Num 4d 6r& 3 [ ] Addition to existing building Replacement [ ] Public or commercial describe 'e derived daily flow 450 gpd Recommended design loading rate _ bed, gpd /ft ,_ trench, gpd /ft rption area required 375 bed, ft 375 trench, ft Maximum design loading rate .4 bed, gpd /ft .5 trench, gpd/ft amended infiltration surface elevation(s) 97.90 ft (as referred to site plan benchmark) _,iunal design / site considerations system el. based on contour line of el. 96.90' Parent material stream terrace _ Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem I El 91 C3 ❑U El FRIU ❑S ®U El ®U El Fr7 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 Trench '.....1.,.,.< 1 0 -11 10 r 4/3 none sl lcsbk mvfr qW if .4 .5 2 11 -28 10yr 4/4 none sl lcsbk mvfr gw If .4 .5 Ground 3 28 -48 7.5yr 5/4 c 2p7.5yr 4/8 sil M na na na n .2 elev. 9 7.6 ft. Depth to limiting factor 28" Remarks: Boring # 1 1 0-10 10 r 4/3 none sl lcsbk mvfr C1W if .4 .5 2 2 10 - 10 r 4/4 none sl 2m r mvfr qw if .5i .6 3 34 -50 5 r 4/4 none scl M na na na np n Ground elev. 9 7.0 ft. Depth to limiting factor 50" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715 - 246 - 6200 Address: 1554 200th. e. ew Richmond, WI 54017 Signature: Date: 10 -10 -97 CST Number: m02298 PROPEMYOWNER Richard LaCasse SOIL DESCRIPTION REPORT Page 2 pf 3 PARCEL LD. # 030 - 2076 -10 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0 -13 10 r 4/3 none sl lcsbk mfr C1w if .4 .5 2 13 -25 10 r 4 4 none sl lcsbk mfr if .4 .5 Ground 3 25 -35 7.5 r 4/4 none lfs oscr mvfr aw na .5 .6 elev. ft. 4 135-60 5 r 4/4 c2 7.5 r 5/8 sl M na na na .3 .4 Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # i I Ground elev. ft. Depth to limiting factor I Remarks: Boring # U Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Richard LaCasse New Richmond, W154017 MPRSW 3254 SE4NW4 S26- T30N -R20W (715) 246 -6200 town of St. Joseph lot #4- Drechsler Hgts. N 1 =40' BM.= nail in Elm tree C el. 100 Alt. BM.= nail in Elm tree C el. 100.40 system location may or may not be as shown as permanent lot lines have not been established. LI ' Izz Gart! L. Steel 10 -10 -97 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND ' OWNERSHIP CERTIFICATION FORM Owner/Buyer �✓8 acs Mailing Address ! R el/ Property Address (Verification requited from Planning Department for new construction) City/State Parcel Identification Number (930 LEGAL DESCRIPTION 0 - a0 Property Location 45 y,, N W y,, Sec, 2 4 , TAN -R a o W, Town of 0 -: s.e P L Subdivision ��« �, L t ,v-- 7�P_ t g l► �S Lot # 3 . Certified Survey Map # Volume . Page # Warranty Deed Volume 3 76 . Page # 3 �o 7 Spec house ❑ yes [no Lot lines identifiable [H' Y es ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification fornn, signed by the owner and by a masterplumber, journeymanplumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within.30 days of the three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIG ATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may cult in the sanitary permit being revoked by the Zoning Department. * * * * ** ---!* Include with this application: a stamped warranty deed from the Register of Deeds office a co of the certified survey ma if reference rence is made in the w Y P arrant deed Y 591 4J2 , * Warranty Deed This Deed, made betNNeen RICHARD W. LACA�SE 21 Grwitor(s) U V and MALCOLM H. FAUST AND HELEN T. cAUST. '� 3 M HUSBANG '10 WIFE., Grantee(s), WITNESSETH, That the paid Grantor(s), for a valuable consideration conveys to Grantee(s) :he folloNving described THIS SPACE RESERVED real estate in ST CROIX County, State of Wisconsin: NAME AND RETURN ADURE' S LOTS 3 AND 4, BLOCK 2, OF THE PLAT OF �� � /�/ DRECHSLER HEIGHTS IN THE TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN L/ A, - ?36 -Jr 5 PARCEL DENTIRCA NUMBER 76 TR ANSFER $ 5 0 0 This is not homestead property Together with all and singular the hereditawents and appurtenances thereunto bConging. And above named grantors warrant that the title is gOca Indefeasible in fee simple and free and clear of encumbrances except any easements, restrictions and reservations of record. municipal and zoning ordinances. and will warrant and defend same. Dated: November 11, 1998 (SEAL (SEAL) _", RICHARD W. LA ASSE (SEAL) (SEAL,, AUTHENTICATION ACKNOWLEDGMENT November 11, 1998 mute or* iwonsin. I } S ST CROIX Counti. 1 Per —nalk .arnetvtl'rc me on November I I- 1998 the al—Ne 71l LE. IE.kIBER ST ATE BAR OF WISCONSIN -arced R!CHARD W LACASSE to 1w iliowl to t, the l— t 010 theforegoRig inmtrlmietit and jj, , d the ,inic 4� 01 1IIS INSTRUME r w. -s i)R AFi'Fi) BN ST CROIX CouritN. kk KRISTINA ()(11 AND JIUDSON.'-VIS <40it, Lots Three (3). Four (4)� a (5) Sl 6 Se O S U R V E Y Drechsler Heights, located in the East Half of ven (7). Eight (8), Nine (9) and Ten (10)), all In Block Two he Southeast Quarter of the Northwest Quarter of Section 26, Township 3 of 0 North, Range 20 West, Town of St. Joseph, St. Croix County, Wisconsin. 1:4 0 0 • LOT 1 Prepared for and at the re uest of: A N o Bill Pyazka q ..0 1 M' — — — — - — — — — — Edina Realty . o N s LOT 2 / 1 (612) 430 -7559 rc MAN 89"ti7'49r E 239.57' OVER: '. z I I� R - EAST 239.74' ® M. and Betty J. Riemenechnel6r ll W 1 1356 15th Street c �,`+'i °� I o b M�?�??. 1 / Houlton, WI 54082 to a z j ! O 3 R,�6 ??► (PER DEED VOL. 716 PAGE 13) a: ?0,106 $0. fT. J ?• �� © Drafted by. Kristi A. Eylandt _� �a ! R- 204.95' �� / N Ttl �� 1 © 8 � M- S89'52'27 "W 204.88' E / LEGEN 1 / County Section Corner Monument ? i c M 4 / of Record o � - Ol 17,028 So. Fr, • Set 1" x 24" Iron Pipe weighing N 1 1 a minimum of 1.13 pounds per In M I 1 1 0= 177.40' 0 1 linear foot MI i / O Found 1/2" Iron Pipe 1 I M- S8W51'54 "W 177.23' 1 / o Found 1" Iron Pipe 1 11 I 1 I o b 5 ao ao ' M- Measured As �I I w n 15, *81 Sp. Fr. N 1 R= Recorded As cz g 2 O ' LOT 5 333333 : N II I R 170.08' %; C bhlvb Z 111` - -- -- V c3 ,n ,n N •t ,n .t W I M- S89'50'40"W 169.93' 1 z tC I J a 1 �bbb4b � mR°• rnrn 6 Ni rno I � I I In - 9 00. - NON Mj I uoll Arn a: 15, 285 So. Fr, LOT 8 O 9 U m to N N In to In � I 7 m Z 0 w33333 o WWI R- 169.95' 1 1 I C r M- S89'S2'45 "W I I I — — — — U_ a O E �• 0� ocvoo.t. -I 169.73' O O� L_ u P o �n in t I 1 [] n u Z \ Ning.tC1.t N rn• Y1 bo zzz O �N OZ<ZO F :tbhin4.4 W a , 0 0 , 7 i � I T 7 .-I 3 -Z0 c W It 44. z Z I I�1 a 15,168 SQ, FT. I• Ir 11 p _ m rn O o c °' NfnfnUllnVl 9 W 1` M to N R =169.83'UI ;� QI I NS ���o= u O <�n nt T I E I V �t �z m P* )p I 1 OD N N 1� I M- S89'S4'S3 "W 169.54' = C3 O u o;nna.toen I I I 3N1 I YI UeOZF -0 b �vivb:tln p I I I °' bi I io }},, �0 3 3 I W c9 N v .4 ONO m 1 ' �° 8 0 1 o ?S" WI I Ul U 11 3 3 0 1 I I 11 a: /5,250 SO. Fr, I ° °' N >� I in b LOT 8 I . W�3�33 1 1 b l Oi rnio OI V Q J O u c cn L y co R- 169.70' -!1 H CC I �bb_ _ JI 0 L a W Z Z O M* N b in j l l 1 M- S89'S7'02 "W 16 .35 - -4 - '- 0tq! -ONE I I I t.71 N2 Mi ; o S Z in . �' la I E S N rn bo o 0 0 - o, N V► N (n (n Ul 8 I w� N io O . O ( 18, 925 SQ. FT � II I I al I I LOT 9 dO�iy ai o o IrMP) OM)MO� M I ' I 1 y`' Y I, y ��' (j (N b,. ro Nn rn ��r 4 I R- 169.56' 111 .. _1 M N89'59'26 "E 169.13' I ( p m� S 15 o io Wh j I 0 .. 4111 �+ o .t I I ;n. i.n I 1 W-' w c o T u _ of rn p �� n i J ,0' 1 1 .� �� y o nrn�� Oy 1 mo 11� 1 1 V• �Q O - '`� 3 H W I II 16, 9/? SQ. FT. a I I ? � E v tc 90 In in to 10 `cy w R -WEST 171.88' 0 .tM M- S89'69'4YW 171.52' sell v . 0wl�t. s I _ ° v W2 i I I 1 1 I I K W a u G W C) 0 o � i > JOB #97125 (10- 30 -97) Z o LoT_11 / \ 1- Prepared by, / A & E 2 0 2 ; / LAND SURVEYING k CIVIL ENGINEERING C N v, I ,�, / Phone No. (715) 246 -4319 v o H I N / 109 East Third Street, P.O. Box 325 LOT J2 New Richmond, WI 54017 \ N ~ Ix / I EAST 114 CORNER W j I to / / EAST -WEST 114 LINE' OF SECT /ON SEC. 26 -30 -20 a / 26 PER STATE STATUTE 59.7 J (ALUM. CO. MOH.) - -- - - - - r �L._N 89'39'28' E 5283 ^ 38' --- ----- - -- - - -- - 3300.98 S 35'45'55" E- M - S 89'53'37' W 228.73' —O — — — 9.84' R - S 891 W 229,11 SOUTH LINE OF LOT 12 OF TH£ PLAT OF DRECHSLER HEIGHTS