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HomeMy WebLinkAbout030-2068-50-000 n O 3 d o d r1 CD m v v 7! o Xt c ^ (D3 \ 1 0 :7 m 3 0 ° m OD o o iv CD o m v, 3 ru N o ° m ~ o 0 o N CL A O N N O ? p O r. O1 O 0 7 N CD O ~ c O ' O 7 fA W 7 O O N N m r~3 C 0)(n c D 0 a `m rn ' (F) 73 77 = m a m -0 a W c O Q = CD m i ~ 00 o N G N o C nn coon Q G G ~ _ ¢ rd O D C d* N • (D z O `lll1 rt H rt o°i w o v v G o T1s O M cn v C.t~ rf 'S O a C" 01 t~D o cn N v D 9 > z rn cn 00 o rF. r 3 d ~ N 3 o z z D D O l►1 c v 0 a N. a. m W 1--' O Q~ I W m UJ N W O I 0 z A? n r Z d r I t~7 ° 0 W W N I Co -0 ' 0 O O ( - V a z G ] 7y E (D ' 3 r rt o No d C 5 G z (D ° N. w 4 a j ~ O (n O °O7m m c D7 c (D 5660 z a 0 Cn CD v ° < N 0 O N 3 p Q O 6 ~ A N O 3 - A CL. 7 O A ~ o (D 3 "0 S N _ (D O 7 ~ Ol m A N S O O M ii O * rZa CD p . I ' i Parcel 030-2068-50-000 01/09/2006 08:06 AM PAGE 1 OF 2 Alt. Parcel 35.30.20.609T 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): O = Current Owner, C = Current Co-Owner O - LENTZ, DAVID S & JANET R DAVID S & JANET R LENTZ 186 RIVERVIEW ACRES RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 186 RIVERVIEW ACRS RD SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 1.220 Plat: N/A-NOT AVAILABLE SEC 35 T30N R20W PT GL 4 SE SE LOT 17 OF Block/Condo Bldg: CSM 1/57 EXC PT OF LOT 17 LYING BETWEEN N BOUNDARY OF A 33' RDWY EASEMENT OVER Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) THE S 33' OF LOT 17 AND S BOUNDARY OF A 35-30N-20W 33' RD EASEMENT CROSSING THE SE CORNER OF LOT 17 AND SW CORNER OF LOT 16 OF more... Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 818/47 07/23/1997 735/163„ 07/23/1997 549/339 2005 SUMMARY Bill Fair Market Value: Assessed with: 84681 331,600 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.220 85,300 216,300 301,600 NO Totals for 2005: General Property 1.220 85,300 216,300 301,600 Woodland 0.000 0 0 Totals for 2004: General Property 1.220 85,300 216,300 301,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 116 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 - wisconsln APPLICATION FOR SANITARY PERMIT DILHR COUNTY - oEaRRTmEnT of 7 . (PLB 67) UNI ~ R~~NI~RY PERMIT # - InOUSTRY,LRBOR 6HUTRn RELRTIOns -Attach complete plans in accord with s. H 63.05, Wis. Adm. Code for the system, on paper not less than 8/2x 11 inches in size. -See reverse side for instructions for completing this application. PLEASE PRINT PROPERTY OWNER MAILING ADDRESS C ':3D r, o PROPERTY LOCATION CITY: ILLAGE: 1/4 Z 1/4, S' , T y N, R 9~o E (or W VO WN OFy St. LOT NUMBER JBLOCK NUM SUBDIVISION NAME [1AREST ROAD, LAKE OR LANDMARK STATE PLAN I.D. NUMBER TYPE OF BUILDING OR USE SERVED 1 or 2 Family Number of Bedrooms: 0 30~~~~~~JU ❑ Public (Specify): G THIS PERMIT IS FOR A: New System ❑ Tank Replacement ❑ Repair Replacement Soil Absorption System ❑ Revision Privy E!4~ Alternate System ❑ Reconnection ❑ Petition for Modification IF THIS IS A CONVENTIONAL SYSTEM COMPLETE THIS BLOCK. ❑ Seepage Bed ❑ Seepage Trench ❑ Seepage Pit ❑ Holding Tank System-In-Fill ❑ In-Ground Pressure ❑ Vault Privy ❑ Pit Privy ❑ Existing, For Which A Previous Permit Is On File, Permit # issued An Existing System That Has Been Inspected And Is Compliant As Far As Soil Conditions. Total #of Prefab. Site Steel Fiberglass Plastic Gallons Tanks Concrete Constructed Septic Tank Capacity Lift Pump Tank/Siphon Chamber Holding Tank capacity Manufacturer: IF THIS IS AN ALTERNATIVE SYSTEM COMPLETE THIS BLOCK: Mound ❑ In-Ground Pressure Total #of Prefab. Site Steel Fiberglass Plastic Gallons Tanks Concrete Constructed Septic Tank Capacity ~~d K Lift Pump/Siphon Chamber h Manufacturer: ! f-t r PERCOLATION RATE ABSORPTION AREA ABSORPTION AREA WATER SUPPLY: (Minutes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet): X E55 '7r' 104W 30 3 7-5' 3-7& Private ❑ Joint ❑ Public I, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans. Name of Plumber (Print): Signature: MP/MPRSW No.: Phone Number: Plumber's Address: ✓ Name of Designer: S q , . k) r.. 4J t ~+f S y ~ / r r-- COUNTY/DEPARTMENT USE ONLY Signature of Issuing Agent: Fee: Date: ❑ Disapproved 9 Ll Owner Given Initial • / ~'LYi t7~ ~:2 51- YApproved Adverse Determination Reason for Disapproval: Alternate course(s) of Action Available: DILHR-SBD-6398 (R. 5/82) DISTRIBUTION: Original to County, One Copy To; Bureau of Plumbing, Owner, Plumber INSTRUCTIONS FOR COMPLETING THIS PERMIT APPLICATION, PLB 67 - SBD 6398 To be complete and accurate the permit application must include: 1. Property owner's name and complete legal description, please circle the appropriate municipal government unit, (whether this is in a city, village or town); 2. Indicate specifically what type of use is served, if public is checked indicate type of use (i.e. 10 unit apartment, 30 seat restaurant, etc.) ; 3. Complete the block for conventional or alternate system depending on system type, check all appropriate boxes or blanks. 4. Indicate the design percolation rate listed on the 115 soil test report, the number of square feet required by code and the number of square feet to be installed; 5. Complete the section on water supply; 6. PRINT the name of the master plumber or master plumber restricted who will install the system, circle the appropriate license classi- fication, place your license number in the space provided and sign the permit in the signature block; 7. Please place the plumbers business phone number in the blank provided, if there is a problem or question this will speed review of the permit; 8. Change of ownership or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to installation. Failure to comply will void the sanitary permit. 9. This permit may be renewed, and at the time of renewal any new criteria in the Wis. Adm. Code will be applicab: . 10. A new permit will be needed if there is a change in, estimated wastewater flow, (number of bedrooms, etc.), location of the system, depth of the system, type of system. 11. All revisions to this permit must be approved by the permit issuing authority. 12. A complete plan including a plot plan, drawn to scale or with complete dimensions. 13. Horizontal and vertical elevation reference points that are permanent and clearly shown. 14. Piping detail including pipe size, separating distances, distances between beds if appropriate, tank locations, effluent line from tank(s) to system, building sewer and vent observation pipe(s). 15. The permit issuing agent may require a cross section drawing of the effluent disposal system. TO THE OWNER: This is valid for two years. Changes in your building plans or locations may require you to obtain a new permit. Private sewage systems must be properly maintained. Have a licensed pumper clean your septic tank whenever necessary usually every 2 to 3 years. If you have questions concerning your system, contact your local code administrator or the Bureau of Plumbing, DILHR, State of Wisconsin. DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDINGS LABOR & HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISION P.O. BOX 7969 ~jo BUREAU OF PLUMBING MADISON, WI 53707 S f d$$Na I ❑CONVENTIONAL ALTERNATIVE State PlnlD Number ❑ Holding Tank ❑ In-Ground Pressure Mound 8401657 NAME OF PERMIT HOLDER. JADDRESS OF PERMIT HOLDER'. INSPECTION DATE. Gar A. Sorum 202 - 11th St. Hudson, WI 54016 BENCH MARK (Pernnanvnt reference point) o_ESCRFfl_E F DIFFERENT F M PLAN REF. PT_ ELEV.'. CST REF. PT. ELEV SE SE, Section T29N-R20W,-Town of St.Joseph,Lot#17,Riverview Acr S Name of Plummer. IMP/MPRSW N<r. Cri~•~v Sar,Mary Permit Nu mHrr. Gary Zappa 3300 St. Croix 74985 SEPTIC TANK/HOLDING TANK: MANUFACTURER LIQUID CAPACITY TANK. INLF1 ELEV TANK OUTLET ELEV IWARNING LABEL LOCKING COVER I PROVIDED PROVIDED. YES F-1 NO ❑YES ❑NO FRESH BEDDING- VENT DIA.. VENT MAf1 HIGH WATER NUMBER OF ROAD'. TPROPERTY W L BUILDING IVENT AI R INTLOET ALARM LINE FEET FROM ❑YES ❑NO _]YES DNO )NEAREST____ _ DOSING CHAMBER: - - MANUFACTUREH BEDDING. t IOUII) CAPA(:I TV PUMP M()()Et I'LL ".tr' Sli't~t)N VANIP I ['it; H WARNING LABEL LOCKING COVER PROVIDED PROVIDED'. ❑YES [:IN( ❑YES ❑IN [:]YES ❑NO JPUMP AND CONTROLS OPERATIONAL NUMBER OF PH() E~'I-Hrv WELL BUILDING (VEENT GALLONS PER CYCLE: a(DIFFERENCE BETWEEN FEET FROM PUMP ON AND OFF) ❑YES L_1NO INEAREST-_-]I,_ SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing ) u~nME , r R a1ATI HIA L AN[) MARKING or excavation. (If soil can be rolled into a wire, construction shall cease until LFORCE the soil is dry enough to continue.) AIN NVENTIONAL SYSTEM: CO '.NIDTIT LENGTH NO OF DISTH PIPL tiV A!:I%, (;T1VEI, IN`'HA 01", =PITS LIQUID BED/TRENCH THFNCHFS MA UR~nLt PIT DEPTH DIMENSIONS GRAVEL DE VTH FILL DEPTH DISTI2 PIPE DISTH PIPE DISTR PIPE MATERIAL NO Dlslft NUMBER OF PHOPERTY WELL BUILDING VENT TO FRESH HF LOW PIPES AHOVE COVER ELEV INLET ELEV IND P'PEE FEET FROM LINE AIR INLET. L _ NEAREST- MOUND SYSTEM: Mound site plowed perpendicular to slope Check the texture of the fill material for PROVIDE A DIAGRAM OFSYSTEM and furrows thrown upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA- meets the criteria for medium sand. TIONS MEASURED. ❑YES ❑NO SOIL COVER TEXTURE I HMANINT MAHKI Rg UBSEHVAnUNV)ELIS _-]YES ❑NO ❑YES ❑NO DEPTH OVER TRENCH BED DEPTH OVER THENCfI BED I)(PTH Of T()PSI)i 1. tiOl)DE D ifEUFI) MULCHED CENTER EDGES ❑YES CJNO ❑YES CJNO YES ❑NO PRESSURIZED DISTRIBUTION SYSTEM: WIDTH LENGTH NO. OF LATFHAL SPACING GHAVEL IA PTH HE LOW PIPI. FILL DEPTH ABOVE COVER BED/TRENCH TRENCHES DIMENSIONS --T MANIFOLD PUMP MANIFOLD DISTR. PIPE MANIFOLD MATERIAL N_O DISTH ___T1 IT" PIPE DISTRIBU11ON PIPE MATERIAL & MARKING ELEV ELEV DIA ELEV. VIPES DIA ELEVATION AND DISTRIBUTION VERTICAL LIFT CORRESPONDS ro APPROVeD INFORMATION "oLP SIZE HOLE SPACING, DRILLED Cr)IU:E CItY COVER MATERIAL PLANS ❑YES ❑NO ❑YES ❑NO CQMMENTS: TION WELLS TN UMBER OF P LIR NE QPERTY WELL BUILDING. PERMANENT MARKERS . OBSERVA IFEET FROM _IYES ~INO _)YES NO NEAREST Sketch System on Retain in county file for audit. Reverse Side. SIGNATURE. TITLE DILHR SBD 6710 (R. 01/82) Departmen 71 1 stry, Labor and Human Relations wlsconsln ~,0 vision of Safety & Buildings ~ DILHR Bureau of Plumbing A `t9 TEnT OF P.O. Box 7969 OEPRRT - InOUSTRV, LRBOR 6 HUMFIn RELFIT1OnS ~.y Avmfr • 4 Madison, WI 53707 Tel. (608) 266-3815 l -74- IN ALL CORRESPONDENCE REFER TO PLAN IDENTIFICATION NO. E OF PROJF (~7.e I-J PRI TE SEWAGE ONLY - ❑ GENERAL PLUMBING PLANS Fee Received: / r LATION Priority Plan Review Only CITY R TOWN" UNTY Examination of plumbing plans and specifications for this project has been completed. In accord with Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon compliance with the stipulations shown on the plans. Please review your code for the requirements of each code section noted. The licensed plumber responsible for this installation shall keep at the construction site one set of plans bearing the department's stamp of approval. The installer shall also notify the appropriate inspector of wrier required inspections are to be made. L {iLe, In granting this approval, the Division of Safety and Buildings does not hold itself liable for any defects in plans or specifications, plan omissions or examination oversight, and reserves the right to order changes or additions if necessary. This approval is based on Wisconsin Administrative Code requirements. It shall be necessary to obtain and fulfill the permit requirements of the city, village, township or county in which this installation is to be made. Failure to obtain local permits will automatically void this approval. Sincerely, /j For Private Sewage Systems Q:)!,,* This approval is valid for two years or it will be valid until James Sargit, the expiration date of the initial Bureau Dire or sanitary permit. L S REVI Y: DAT . r, 01 cc: DPS'-WS Owner H & R & Rec. San. Section Loc I Plumber Bur. of Health Fac. & Services RV-u-nt-Y) Other DILHR SBD-6099 (R. 05/82) STATE OF WISCONSIN DILHn DI OF SAFETY & RE UNOF PLUMBING BUILDINGS ®ILHR PRIVATE SEWAGE SYSTEMS BU 201 E. Washington Avenue, Rm 178 PLAN APPROVAL APPLICATION P.O. Box 7968, Madison. WI 53707. 608.2663815 INSTRUCTIONS: Please fill in all applicable data and submit this form with plans. Plans will not be reviewed until all fees are received. The back side of this form describes required plan information. Plumbing codes can be purchased from the Department of Administration, Dof:ument S,iles, 202 South Thornton Ave., Madison, Wisconsin 53703, Telephone (608) 266-3358. 1. PROJECT INFORMATI~?N Type or print clearly Revision To Plan Number: Name of SubmPar y~ t IPaans returned to tame) Project Name 01" Street & No. or Rura Route Project Location - Street & No. or Legal Description ,;74#4 /3AVs. ~,_rc~9vifTio~t/ ~0 7e 1-7 , 1',V eviEw 19cI.eS 4, City or Village T State Zip City ❑ County f~~/ IvIo,,li 2 , / / 1)/~_ } q Village ❑ OF: / V GL / t/retl 41)1 S - Town 51- J oSE Pry` 5-71 34 Telephone No. (Include are code) 7/s_ = 3 f6 1 f3'__o_ _ Designer Telephone No. (Include area code) Owners Name Telephone No. (Include area code) X0I3E,e j Zr~,3rP/G~ T ,~i/) S..3307_ s U~ Street & No. Street & No. City or Village State Zip City or Village State Zits vZ~1011) e 2-) /S. ~ S"~'oi ► . 33 /PL94 h/v~fo J 1!~)~f 2. APPLICATION FOR: (.J Conventional System - Public Building (1) New Mound System (3a) Holding Tank (2) U Replacement Pressurized System (4b) ❑ Replacement Mound (4a) LLI Petition For Modification (6) ❑ New Pressurized System (3b) ❑ System in Fill (1) Other Alternatives (5) ❑ System in Flood Fringe (1) ❑ Groundwater Monitoring (7) 3. FEE COMPUTATIONS (include existing tanks) 4. FEE SUBMITTED FOR OFFICE USE MAKE ALL CHECKS PAYABLE TO DILHR 36 3a. 750 - 1,500 gallon septic tank -30.00 4a. 3b. 1,501 - 2,500 gallon septic tank -40.00 4b. 3c. 2,501 - 4,000 gallon septic tank -55.00 4c. 3d. 4,001 53,000 gallon septic tank -70.00 4d.~ 3e. 8,001 -12,000 gallon septic tank -85.00 4e, 3f. Over 12,000 gallon septic tank -100.00 4f. 3g. 500 - 1,000 gallon dose chamber -30.00 49. 30 3h. 1,001 - 2,000 gallon dose chamber -35.00 4h. s+= 3i. 2,001 - 4,000 gallon dose chamber -50.00 4i. 3j. 4,001 - 8,000 gallon dose chamber -65.00 4j. 3k. 8,001 -12,000 gallon dose chamber -80.00 4k. 31. Over 12,000 gallon dose chamber -95.00 41. 3m. 500 - 5,000 gallon holding tank -30.00 4m. 3n. 5,001 - 10,000 gallon holding tank -40.00 4n. 3o. Over 10,000 gallon holding tank -50.00 4o. 3p. Groundwater Monitoring Per Lot -32.00 4p. _ (other than a proposed subdivision) Subtotal 3q. Priority plan review: (walk through) 4q, 0 r' Submittal of plans in person, by appointment, with double fee 3r. Petition for Modification Setback -20.00 4r. Site evaluation -50.00 Total Fee "N A DILHRSBD4748 (R. 02/83) NOTE: Fees subject to change on July 1, annually. -OVER INDEX SHEEr r sc a/» 17 2,0 Cy R(PTIOl~ : De-5tG~ A M0u.,J D FoR A Ie~Ew 3 13 EPR OOM Nome . 5 C i L I- i," ► TAT •'ok) -S SEASOA3A L ~f&R) f-T 2-S' 1>J PFj'm iA BlE 501 L5. AG I PL (-,)T PLAN VI ~ w . PACE 2 . MouiJiD (-Ro.S s SCCTro~j SYSTEM 'PlAQ VILW PEE 3. PIPE LATERAL LAyou-T- r~~ PAGE D05ING- CHAM3ER CROSS ~SEcTio PAGE PUMP FERFORMAMCE CUI'UE-.- SPEC a,, r or ,.s P U M F3 E7R. le1v 41Y4- DATA 1 r StTTfC ENGMF RTNG Ew a x I y.. SYSTEM TfN ' ~a'! ULf3kI rXCAVA. 'G ASSOCIATES '-0 Es I G-N NO, 3307 Mi'RS y SO 'I'r1 TIC:., ? i3?: i -RS LICENSE NO.04663 . , (YNE1l. RFJ., HUDSON, Wl 54016 0 7- PZ 41V scA/~' _ i' j3c vfJ~ /lvE Well r70J`1 L-' f~ IZT ~o T` H 17 Iowa ~T.grE' .s~,~ riG. t9 root • 53 V ~L I or I ~ i ~ /~ck~ SaI/ TEST. 7- 5 0 l3iy j UE~T /°T vti ~ f Crr,f P 3/2 gr SE I©T coowv ,f . E i ~r~ a~r~ r f o o t Page Of ? 5t~PJI,4 710 A) 04 PACO A67AIL Straw, Marsh Hay, Or Synthetic Covering Distribution Pipe Medium Sand H G Topsoil,. -X F of a ' b % Slope Bed Of~- 2 %2 Force Main Plowed '0Qw 0 Aggregate From Pump Layer C7v -1 1 U U U REl3,4,Q 11JS6RrEV To U0 U 0 L 2 RNckoR oBsEQVAT-'oA3 Pi PE-,10 P~EUt a i 'Twis Tip G- . D / Ft. Cross Section Of A Mound System Using • F • 75~ Ft. sia,v,P A Bed For The Absorption Area - - G / Ft. A Ft. H /S Ft. B y7 Ft. r, w F ;rte K Ft. L 67 Ft. i J- Ft. Alternate Position Ft. '!a of Farce Main W 26 Ft. Observation Pipe A~ ~v I W to m' Distribution Bed Of Z- 2 2Pipe Aggregate R~ I ~ Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area page , Of Y T ti0/E SET Perforated Pipe Detail ~RI yhr ` 0 End View _ ~Pprtpralo tl G J PV(, Pipe Holes Located On Bottom, S Are Equally Spaced 7 T; P PVC Manifold Pipe Distribution-, Alternate Position Of Pipe - Force Main Last Hole Should Be Next To End Cap End Cap Distribution Pipe Layout P 2 3 Ft. R S J2- N x 30 InchaS Y 21 Inches Signed: Hole Diameter Inch Lateral ~ Inch(es) License Number: Manifold " Inches' Date; Force Main Inches of holes/pipe /d Inv Elevation of Laterals Ft. 34 ~6. 33 PLj^°. /&4k Sof'~ Tt 5 r 'CT ~iPr9Lcl ,e~' PU.P P CHAMBER CROSS ZC T IO~,1 OJU 3PLCi iLAi-IOMS VEUT CAP c. I, z -7 p F: L•/FA7P F PROOF APPROVED L.OCK1taG GRADE I I • '1~ oUEV MIN. CONDUIT p IML- LT PROVIDE 1 AIRTIGHT SEAL I I I I II~ A?PROVED - A I I I I kr4' .ups w,/ C. PI Pz: I I w/c.r. I EXTENOING 3' 111 ALARM EXTOUSOL D SOIL ONTO SOLID S01L B 1 i i I g~ . Z5 C , ELEV. FT. fr' PUMP-.~ OFF D TfkuK 13 o CONCRETE BLOCK KISER EXIT PERMITTED CtJL.J IF TANK MANUFACTURER HAS SUCH APPROV41- SEPTIC f SPECIFICATIONS DOSE Cc~ ~fSE~' ~Otl G+-P {JL. TAWKS MANUFACTURER; ~JUMBER OF DOSS: PER DAB TAWK SIZE: 102-0 GALLONS DOSE VOLUME fS j~ P ' t 2 ALARM MANUFACTURER:C-0n0 f~U'`t~ S ~VC INCLUDING BACKFLOW: GALLONS MODEL NUMBER= -f1~ S y- CAPACITIES: A= )-Cp -Y INCHES OR GALLONS SWITCH TJPE: 5=. z' INCHES OR 3 Z GALLONS PUMP MANUFACTURER; 60"-v YZ f//' C =.Y. / WGHES OR /7(? GALLOIJS MODEL NUMBER: ~nU S S~•PO~ _S D= 3"S INCHES OR 2'C05 GALLONJS SWITCH TYPE: I1EA)1502~ F/~Jff j`"' A/5 3~ IJOTE: PUMP AND ALARM ARE TO BE AT i krq"rAP: MINIMUM DISCHARGE RATE_ GPM / INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFER`~KICE BETWEE.U PUMP OFF AUO DISTRIBUTION PIPE..FEET 14A) -I- MINIMUM NETWORK SUPPL9 PREjS~SURE . . . , , , , . , 2.5 FEET f 5 y o/ f 7~ FEET OF FORCE MANN X O° F 100FT.FRICTIOU FACTOR.. ' 0 FEET TOTAL DyNAMiC. HEAD FEET , owo Z IMTER.NAL DIMEN510MG OF TANK: 6.9kK7 ;WIDTH - ~ ;LIG I I~ 10 n ~1P R' 1984 SIG NE D: LICEOSE NUMBER: DATE, Model WP 3882 x„ Submersible Effluent & Sewage Pumps PERFORMANCE RATING Gallons Per Minute WP1012 WPH101 W P0511 W P1032 W PH 103 Series No. No- WP0512 WP0712 WP1034 WPH103 HP 10- 1/2 3/4 1 1 SPECIFICATIONS RPM ► 1750 3450 Max. p 5 150 170 180 190 i Series HP Volt Phase RPM Solids Amp. Wt. r 10 126 +t -154 168 170 W P0511 1/2 115 1 1750 ; 2'; 9.0 108 M 15 _ 94 i 125 152-'-150 jg W P0512 230 1 1750 , 2' 4.5 108 _ ? 20 56 90 121r 128 t W P0712 3/4 230 1 1750 2" 6.0 110 E 3 25 17 49 81 107 W P1012 1 230 1 1750 2" 9.0 114 C `0 30 14 40 86 W PH1012 1 230 1 3450 2" 11.0 114 R 4) 35 10 64 WP1032 1 208/23 3 1750 L2" 4.2 112 h° 40 43 WPH1032 1 208/23 3 3450 2" 7.0 112 45 1 24 WP1034 1 460 3 1 1750 2.1 112 50 4 WPH1034 1 460 3 3450 2" _ 3.5 112 60 . r L d a"a 50 3 't o I yNp ~o Li 40 v ca (D r Hp. 30 E a M D % lip plpg m 20~ !4. COMPOSITE PERFORMANCE 20 40 60 80 100 120 140 160 180 CURVES Capacity-Gallons Per Minute 01 Vr.Al I)W AHf ;sUIIJ!:I If -LIVAN,1( \N[lHo tIT No IJ(,- 7 s w i w ~ * i t 3 T Yw's° vArR +W' ' R YAK K' F +.t'o y A M1 11 ,A' re!# f f ~s't Va, t u b_ r u a z =tom 019 pYN%'1 tom' 5rrP ...l ,kdA +rvh}D _ 0 wtY3 K„r Y,. ~ YZt F) s kit g r +t 3: t Discharge Size-211 NPT Standard. 3"NPT Motor Fully Submerged in Oil-Filled l optional flange-field interchangeable. Chamber-High grade turbine oil Semi-Open, Non-Clog Impeller-2 vane surrounds motor for more efficient heat 1 design keyed to shaft, with elector vanes dissipation, permanent lubrication of on backside for further protection of seal bearings and mechanical seal, and for chamber. complete protection against outside Series 300 Stainless Steel Fasteners- environment, t r for corrosion resistance. Bearings, Lower End-Ball bearing for precision positioning of parts and to car Series 400 Stainless Steel Shaft-for carry corrosion resistance. thrust loads. Mechanical Seal-Ceramic vs. Carbon Bearings, Upper End-Sleeve bearing to sealing faces, stainless steel spring, and carry radial loads. Buna N elastomers. Single Phase Units-Permanently Split Rugged Cast Iron Construction Capacitor for reliable start-stop service. z r ~ i, 'S Maximum Temperature-160"F. Built-in thermal overload protection with automatic reset, 115 or 230 volt, 60 t Easy to Inspect and Clean-Motor Hz operation. Section easily removed from casing for Three Phase Units--Overload protection ' cleanout and inspection. in starter unit, 208/230 or 460 volt, 60 Capable of Running Dry-without dam- Hz operation age to components. Power Cord-15' standard cord length. Heavy duty STO cord for water and oil resistance. Epoxy seal on motor end provides secondary moisture barrier in v~ case of damage to jacketing. Single F phase units have 14/3 STO; three phase ' tt w ' x t t j y units 14/4 STO. 115 volt and 230 volt 112 `.f., a l,s f v H.P. single phase units are equipped ac,ln3Y~s ' with 3-prong grounding type plug. ' `Available with a Pennsylvania Bureau of Mines rating for non-face applications. t Wyk When specified pump will carry the approval number: BOTE 91. Available in 230 volt r single phase and 208/230 or 460 volt three phase only. EI'' SPEG;;~, ATi0N_, ARE SUBJECT TO CHANGE WIT', OUT NOTCE t 6 DEPARTMENT , OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION LABOR AND' P.O. BOX 76 HUM;j . RELATIONS PERCOLATION TESTS (115) MADISON WI 53707 (H63.09(1) & Chapter 145.045) STATION 1/4 : 1SECTION: N/R °E for w TOWPIros" /Y. O~ NO.: BLK. NO.: S U~~U CCcJM~GLe S 3 /T Z~y 1~ 1(// ~v (✓~C,CQ/x OWNER'S/BUYER'S NAME: MAILING ADDRESS: 71/o 2~~~/Q0~ s IU ~tlJfiT/ ~r ,r, o , 11U1056-1 USE DATES OBSERVATIONS MADE s%yo/ G NO. BEDRfv1S.: COMMERCIAL DESCRIPTION: PROFILE D S RIP~IONS: [FE~-TION TESTS: r R4 n" dence~ -3 - A / - New ❑Replace J ~V S'O'S sf/~E7- yr sau~~ r4s f~vJJiGo ~fi~JT- L RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONl~L: MOUND: IN-GROUNIPRESSUFiE : SYSTEM-IN-FILL HOLDING TANK: RECOMMENDED SYSTEM: (optional) DS ©uI ®S ❑u~ ❑S DU ❑S ®u ❑S ❑xU ,ydv-vo If Petcolatiun Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the Z _ under s.1-163.09(5)(b), indicate: Floodplain, indicate Floodplain elevation: i,N Fr. PROFILE DESCRIPTIONS BORING TOIL DEPTH TO GROUNDWATER-IN CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH !NUMBER DEPTH ELEVATION OBSERVED EST. I HE TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B- 0r ~y~ p7' Z' - i ..Sr,av-Gy d,,Al, .9,2 ' 3V. 4, oe s, ~.92' r,6v 7 / • 0 to , -2. Sfl Cu,J'l. 11Au vitTi tl~T 04u, O.P-6' Af p 15 2.3 kofs ,9T C, 2L ' r tii,X. o/= OR C:S S O.P. S1 w/ 1"' B' ~r7 7.0 ' - we SA7 ~/.P,f7FV A iP404,- L I e-Z ~ ~ qy~S' 0 2 S ~17' ,0 .P3'M-QN s«, 2.OP'c~! s« fiA,r 6.41? 6 .YOfS yl'At0ifit c'S 3 [,.-p 3 , . S enJ. j_/, 133 '1-~ . 1v 0 w G Si / L .v. SC L B •P i f rl,-,. 7- o,e- G s p w e 7- s: ry S4,u~ 4,_~ pt A PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. P RI I D PERIOD PER INCH P- Q2 - o ' T/ ~ 3 P- P- Z2 _701 f) 42 P- P- 2 P- 'LOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori <ontal and vertical elevation reference points and show their location on the plot p-.- Show the surfa,.: eievapon all borings and the direction and percent of land slope. 7~ P,t'ESfv~P~ a/'f TiP//f 1)7 ~,c~Q SYSTEM ELEVATION T" Z6. 3 S ~r _ 3. (oS . J /r L/( 0 0 A f y 43 T 4/1 77e ~74 j t st Sltp Np p I H fo h a ids AP G nv nti • a. epitlc~ sy _te - I emu.. fi fj)' 41 [ /7 61 the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. h1AME (printl:V J1 I D 1 L .7 1 11VCd. TESTS WERE COMPLETED ON: ` FATE APPROVI_D `TFF EVALUATIONS (PERC TESTS) A/Ac~ 3 - ~:,DDRESS: CERTIFICATION NUMBER: PHO yUMf ERIo tional): WTI~SCG..>ii1Y7TW.: LNSC. NO. 55--02t4~82 s5 6 2 y_ 3 ~0 - / •30 V'NFoIL a~IUDSQNs t= lti $ 1016 CST SIGNATURE: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 02/82) [ --OVER - f'r9 (r E 1 ~ r , f-i~ ff INDUS DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS NDUSTRY,., DIVISION LABOR AND PERCOLATION TESTS P.O. BOX 7969 HUMAN RELATIONS (115) MADISON, WI 53707 (H63.090) & Chapter 145.045) LOCATION: SECTION: OWNSHIP/MUNICIPALITY: LOT NO.: BLK. NO.: SUBD!VISION NAM Sc s /T2-1N/R2_6j W l7 putt°ui~w ~tcS COUNTY: OWNER'S BUYER'S NAME: MAILING ADDRESS: Sl • f,Po~J( - So& 0/(j C O ,q Alyds. CClrz 4 1). 722 A)/roE USE DATES OBSERVATIONS MADE IPE NO.BEDRMS. CCOMM_ER I LA DESCRIPTION: 0U;VjjONS: ES RIrPf IR A ION TESTS: 13esidence N„~} ❑New ❑Replace D y _ D RATING: S= Site suitable for system U= Site unsuitable for system O O Q ONVFNTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-Fl1_L HOLDING TANK: RECOMMENDED SYSFEW(optional) r1:1SQulMSEA asPOu os LOU ❑s u 147'0 UAJ D I If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s.1-163.09(5)(b), indicate: Floodplain, indicate Floodplain elevation: )'tt'J rti Dr~i-y,~( fr, PROFILE DESCRIPTIONS BORING TOTAL -PTH TO GROUNDWATER-INEj- CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPIli ELEVATION OBSERVED EST. HIGH ESTO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B ; o yy~s , a ' z, 3 • 7s' ,8N- ey. fL;q • 6 P t Sc / wiJ{A t f' B-' o~-G y. ~rO~S 1,6" A4I ht-1, wic 7-1 S A7 UeA7Ep e ) ,P /dot ~~TS o f ,d.~ . Sc L B - B- B- B- PERCOLATION.TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. - PERIOD ERl D PER INCH PERIOD 1 P- P- P- P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori eontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. see_ SYSTEM ELEVATION f } i TftI i N r I I_ I I I t 1, the undersigned, hereby certify that tho soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that )he data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (printj~^ TESTS WER COMPLETED ON: 140MESITE 'ITES'CING CO. - t ;oRES T-A-7B-APPROVED SITE-LVAZZ(A-n0N.S-(-P]5RC TES?------- - CERTIFICATION NUMBER: PHONE NUMBER (optional): MINNESOTA_LIC_ENS : NO. 00663 1SrM' ,mot v LIVIDN)u IVIi. 33_W46L CST SIC NIATiJRE: RT- 3, O'NEIL RD., HUDSON, W1 54016 DISTRIBUTION: Original and one copy to Local Authority, Property owner and Soil Tester. DILHR-SBD-6395 (R. 02/82) - OVER -