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HomeMy WebLinkAbout002-1035-90-000 n N O ! M n O o 11 d (D 0 (D co co~ o o m o A m rn °o • N 7 3 (D A d N N HI a N 1 C fw4 Z n N W O M N (D,~ ? O w C 1 i O A ~ N N N j O_ O A "'k O O co -0 _ :E w 00 O O 7 W K /9( V W U7 C (D O 3 3 m N O O Q' (D N lei (\m cj N U a V-/,1 O (D D a O W NN0 O °~A?< CD O O O C O t _ 7 A O (0 (0 C N O O N CO N W N p r* CA N N d fT Q c A A o ~ w o o z co f A 0 N N d (D O 0 0' a VN0 c) c) C) O 7 < i M 01 N (D 01 N c Y cD7 (D V) (D p ~ I N z N M zz O Q D D o 7V v O r ° o• V CD c ~7 w o t rD z CD V1 Q~ r 0 cn --j \V` ` " V 0 ^ CD CD 'o A ~o Z y z n CD C N a y _ 5 C N p C -n a m c ~o o. Z a o ~ o O a N N 0) CL CD O_ O 4 O O CD D O D n d c a U' cr m X j q ! U7 ' O tiN ' O 3 c) O O O c O H Q A O w i CD O ) ti ~b O CL ti Parcel 002-1035-90-000 12/21/2005 01:38 PAGE 1 OF 1 F 1 Alt. Parcel 16.29.16.243B 002 - TOWN OF BALDWIN 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 - WILLINK, WAYNE & PHYLLIS WAYNE & PHYLLIS WILLINK 2342 90TH AVE BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 2342 90TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 39.000 Plat: N/A-NOT AVAILABLE SEC 16 T29N R16W SE SW EXC N 2 RIDS TOWN Block/Condo Bldg: BALDWIN Tract(s): (Sec-Twn-Rng 401/4 1601/4) 16-29N-16W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 802/388 2005 SUMMARY Bill Fair Market Value: Assessed with: 86882 Use Value Assessment Valuations: Last Changed: 05/18/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 9,000 115,200 124,200 NO AGRICULTURAL G4 22.000 2,700 0 2,700 NO UNDEVELOPED G5 1.000 100 0 100 NO AGRICULTURAL FOREST G5M 14.000 4,900 0 4,900 NO Totals for 2005: General Property 39.000 16,700 115,200 131,900 Woodland 0.000 0 0 Totals for 2004: General Property 39.000 21,600 115,200 136,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch 510 Specials: User Special Code Category Amount 010-GARBAGE SPECIAL ASSESSMENT 45.00 Special Assessments Special Charges Delinquent Charges Total 45.00 0.00 0.00 DEPAH I iviF, rT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDINGS LABOR & HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISION P.O. BOX 7Q6~,t BUREAU OF PLUMBING MADIfON,~i1 53707 ❑CONVENTIONAL ❑ALTERNATIVE state Plan L)D. Number. s El Holding Tank ❑ In-Ground Pressure r] Mound (if as igned NAME OF PERMIT HOLDER. ADDRESS OF ERMIT HO DER: INSPECTION DATE. B H MARK ermanent reference point) DESCRIBE IF DIFFERENT FRO PLAN. REF. PT. ELEV.: CST REF. PT. ELEV. SF S Name n"um er. IMP/MPRSW No.. County Sanitary Permit Number. 1~ &?t G ; SEPTIC TANK/HOLDING TANK: MANUFACTURER. LIQUID CAPACITY. TANK INLET ELEV TANK OU LET ELEV. WARNING LABEL LOCKING CO\WR PROVIDED. PROVIDED NYES ❑NO ❑Y S N BEDDING. VENT DIA. VENT MAT L.. JHIGH WATER NUMBER OF ROAD PROPERTY WILLJ A BUILDING. (VENT TO ,R H IR E j ~ ALARM FEET FRONT LINE/ / ❑YES NO C ❑Y O_NEAREST DOSING CHAMBER: MANU F ACTOR EH BEDDING LIQUID CAPACITY PUMP MODEL PUMP SIPHON MANJFACTURER WARNING LABEL LOCKING COVER P OVIDED. PROVI ED: ❑YES NO YES ❑NO ES ❑NO GALLONS PER CYCLE: JPUMP AND CON OLS OPERATIONAL. NUMBER OF PHOPERTY WELL BUILDING VENT TO FRESH (DIFFERENCE BETWEEN FEET FROM LINE AIR INLET PUMP ON AND OFF) YES ❑NO NEAREST Z ~J f SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing FORCE III 1MATERIAL AND MARKING or excavation. (If soil can be rolled into a wire, construction shall cease until the soil is dry enough to continue.) t MAIN CONVENTIONAL SYSTEM: WIDTH JLENGTH NO. OF DISTR. PIP ACIN~, CXE INSIDE DIA #PITS LIQUID BED/TRENCH TRENCHES MPIT DEPTHDIME NSIONS GRAVEL FFIH FILL DEPTH DITR"" DISTR-PIPE DISTRLFEET UMBER OF PERTY WELLBUILDINGVENT TO FRESH BF L()W PI S ABOVE COVER ELEVNLE f ELEV. ENDPIFROM LINE. AIR INLET. EAREST--► 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 COVE TEXTURE PERMANENT MARKERS. OBSERVATION WELLS. YES ❑NO ❑YES ❑NO DEPTH OVER THENC.H BFD r, DEPTH OVER TRENCH; BED DEPTH OF TOPSOIL SODDED SEEDED MULCHED CENTER - - EDGES J .YES ❑YES kNO DYES 1:1 NO NO PRESSURIZED DISTRIBUTION SYSTEM: WI:)TH LENGTH NO. OF LATERAL SPACING. GRAVEL DEPTH BELOW PIPF FILL DEPTH ABOVE COVER. BED/TRENCH TRENCHES DIMENSIONS J f fi 1 1N FOLD PUMP MANIFOLD DISTR PIPE MANIFOLD MATERIAL. NO. DISTR DISTR. PIPE DISTRIBUTION PIPE MATEFI4 & MARKING EtE ELEV. DIA ELEV. PIPES. DIA.- ELEVATION AND DISTRIBUTION) ` INFORMATION HOLE SIZE H A INC DRILLED CORRECTL J COVER MATERIAL VERTICAL LIFT CORRESPONDS TO APPROVED PLANS YES ❑NO / ❑YES ❑NO COMMENTS: PERMANENT MARKERS: OBSERVATION WELLS: NUMBER OF PROPERTY WELL: BUILDING. n FEET FROM LINE. YES ❑NO YES ❑NO NEAREST ~~T r I 17 (2 "u....... 4L ✓C-V- 73 f Sketch System on Retain in county file for audit. Reverse Side. SIGNATURE: TITLE. DILHR SBD 6710 (R. 01/82) AS BUILT SAN 1-TARY SYSTL-IM Itl:l'ULt'1' •I~9 N- 6W OWN Flb 1'UWNSit.l l' ~C~I L►G~i~/7 L:C 116 AIJIJK :SS ST. CRO LX COUNTY, W 1 .;L:UN:j 1 N 5171002- SUBDIVISION ~ LU1 L.U•L• S 1'!_L PLAN V 1 L;:W Distanced and dituendiuttd L.o ttteut r~~iuLrr:nt~ttt~, 01 ilt,_~ LV"YTH1NG WITHIN 100 1'1:i_1_ OF SY,"'I'h:M SHOW . 1 ~n. G r h D~ - S t X 7M ~s cd ~ 2~ cc) w 5 I dt ade o }th~ At-row I BENCHMARK: (Penuationt reference 1101.11t) DebCr Lbu : -9,6110 o ~ bc°nft po/e 5 " a fF 6 k.levt►tlort of vertical, reterertce vt SEPTIC TANK: Manufacturer: Lt_~ILi id C A1) Ac i L y /QOa Numbur of ringu on cover S; r~7y-Tank tttlttlhOIC CI)IVCt C• 11-•vili i u;; Tank Inlet LLevaLiun: T'uttk UUL Ic_t. EA evut Ion PUMP CHAMBER Mu~iulncturer:~c?C'- 5.-- NL111b C. I oI ,al luII:. goo Number. Of Kdl. pump set -for it (,yc le 1 5 l;ul loft;y , tot I (-:,A I),I i t y OF diat.rLbuCiutt 11nds gaILoll. SiZ,C 0f I) UHIP - tt,uuC (31 Iuiup ga11ot1 per alit lutts horsapuwer ~ 1) i ~i;t<1 ut►d wuisl nuuabdr- f/C___ Type of warnir► dev ce HOLDING TANK; Manufacturer Nutul)~t u1 Ulloft: Llevatton of u►anhole cover_ Cy t)~r. of wsrnLtiL{ ar:vlc Nuiube r Of h i t s V Fe t (l i allik, t i' i 1Y1~ Sl::l:l'A[;1 PTT S [LL: feet liquid d6pt11_ LieepU Pit Lttlet pi-p e - t'LCvitL 101k fQ bottom of sebpaKe 1)It elevat I_Utt - fcct / SEEPAGE BLU SILL. nunibi:r ut L tIlets Z w1 (It It _rj lc it}',t I; S~O t t t klcpt It,~ SE'U'AGE TRENCH: Width Lett8t-l ~(/~J ' PLRCULAT IUN MTE AREA RLQU TRED '6'O,d AREA A) 11U I 1.'I' 1NSNf:C'1'ULf _ _ DATED PLUMBLK ON .loll LICENSE NUMB1,Ak ST. CROI X COUNTY rr WI SCO N S I N ZONING OFFICE 796-2239 2j W l f ~ ; ; ~ f ] 1 H A M M O N D, W l 5 4 0 1 5 l.rc.f 7, 1983 Hr. Tverc>r_t 13u1dt 180 Curtis ~ialdwin., WI 54002 )(,<lr Eve ret:t, to order to 1) r.i_nt> onr f s up to date the following 15-It1'J 1,'I' is needed: Wayne Willi nic S);'4 SWt., SecLion 16 T ownship of BaIdw -in P7_ease send the AS-BUILT for this Mound System to the ~:oni_ng Office as soon as possible. i S%ncereI ~~omas C. 1e l .yon ZOifi_nAdmi.nistr_ator C In i DEPARTMENT OF APPLICATION SAFETY & BUILDINGS INDuVrRY, FOR SANITARY DIVISION LABOR AND PERMIT P.O. BOX 7969 HUMAN RELATIONS (PL13 67) MADISON, WI 53707 Attach plans for the system on paper not less than 8'/z x 11 inches in size. Include a plot plan that is dimensioned or drawn to scale. Horizontal and vertical elevation reference points must be shown. All appropriate separating distances and physical characteristics as specified in chapter H-63, Wis. Adm. Code, must be shown. An index page or each page must be signed, sealed and dated by the designer. If designed by a Master Plumber, the date, signature and license number must be shown. The owners copy or a legible reproduction of the soil test report must be included. Property Owner: Mailing Address: r / ` ;v//9 s. Property Location: 6to ownship: County: atw '/aS IT ~ NCR (or) Lot Number: Blk No.: Subdivision Name: Nearest Road, Lake or Landmark: State Plan I.D. Number: (I s 'gned TYPE OF BUILDING Number of ❑ Public* ❑ Variance* ❑ Other (specify)* Bedrooms: 1 or 2 Family *State Approval Required. TOTAL NUMBER PREFAB POURED-IN STEEL FIBERGLASS NEW REPLACE- OTHER GALLONS OF TANKS CONCRETE PLACE INSTALLATION MENT (Specify) SEPTIC TANK CAPACITY a!~ Q X X HOLDING TANK CAPACITY LIFT PUMP TANK/SIPHON CHAMBER CaaU C7Nc_ K. MANUFACTURER: y EFFLUENT DISPOSAL SYSTEM PERCOLATION RATE ABSORPTION AREA (Minutes per inch): PROPOSED (Square feet): ® New ❑ Replacement ❑ Expen entaI ❑ Seepage Bed ❑ Seepage Pit 0 -_25,0 ❑ Alternative (specify) ! nu 4 ❑ Seepage Trench Water Supply: Owner's Name as Listed on Soil Test Report (If other than present owner): X Private ❑ Joint ❑ Public I, the undersigned, hereby assume responsibility for inst ion of the private sewage system shown on the attached plans. Name of Plumber: Signature: / MP/MPRSW No.: Phone Number: Plumbe ' dress: / Name of Designer: COUNTY/DEPARTMENT USE ONLY Signature f'Issuing Agent: Fee: Date: APPROVED Sanitary Permit Num er: 6,1 Z/ 6;1 r ❑ DISAPPROVED Re n for Disapproval: f 7 Alternate course(s) of Action Available: Change of ownership, building use or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to in- stallation. Failure to comply will void the sanitary permit. DISTRIBUTION: White-County, Canary-Bureau of Plumbing, Pink-Owner, Goldenrod-Plumber DiLHR-SBD-6398 (N.03/81) ► DEPARTM.ENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS IND(fSTRY, DIVISION LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX N WI 7969 HUMAN RELATIONS SECTION: TOWNSHIP/MUNICIPALITY: LOT NO.:BLK. NO.: SUBDIVISION NAME: LOCATION:e, 64 IVA SE '/P4 /a %&I, /TZ N/R// (or COUNTY: OWNER'SS BUYER'S NAME: MAILING ADDRESS: USE DATES OBSERVATIONS MADE R DESCRIPTIONS: 1PERCOLATION TESTS NO. BEDRMS.: JCOMMERCIAL DESCRIPTION: ZResidence JA New ❑Replace : RATING: S= Site suitable for system U= Site unsuitable for system 1~Ag J ~N / ~A G ~c~ L 5 CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK: RECOMMENDED SYSTEM: (optional) EIS I ®S ❑U as ®u ❑S ZU Os Du If Percolation Tests are NOT required DESIGN RATE: SYSTEM EL V. If any portion of the lot is in the AU under s.H63.09(5)(b), indicate: Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. IGHEST TO BEDROCK IF OBSERVED (SEE AB RV. ON BACK.) B- 72 ff B- Z 76, -41 7 i, t (i it g 1 ( B ~ Q /i c rr B- -3 - 4 .72 y B- tf it B- B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PER IO 2 PERIOD PER INCH P_ 010 P/O 3v ~xl :V5 P_ it 30 P_ v !I C> 02 97,,,- P_ PLAN VIEW: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal 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 slop. SYSTEM ELEVATION C= M . 25_' II 2 M 01 PZ P3 45 n86 i ~Z 9©, . . ` P 33 = 91,2 29g 7I A Pra poSed 91, y Mouse +Ci.1e// Sec . //o 4033' . • S;te T T owns lP ofoooll y o, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures methods specified in the Wisconsin Admimistrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (print): TESTS WERE COMPLETED ON: ADDRESS: /-1 CERTIFICATION NUMBER: PHONE NUMBER (optional): T SIGNATURE- - 7 DISTRIBUTION: Original-Local Authority, 2nd page-Bureau of Plumbing, 3rd page-Property Owner, 4th page-Soil Tester. -6395 (N. 03/81) 9 j0 State of Wisconsin ` Department of Industry, Labor and H Re#tl ~j RECEIVED PI Redl p#: 1 1982 SAFETY & B INGSftftION Bureau of Plu tri OFFICE P.O. Box 7969 Madison, WI 537~~' Plan Identification Number Re: PRIVATE SEWAGE SYSTEM ONLY- The Bureau of Plumbing has reviewed plans, site survey information and installation details for the construction of an alternative private sewage system to be installed at the above-mentioned location. The plans and specifications were prepared by and received for approval on The soil and site evaluation was conducted by The site meets the soil and site requirements specified in chapter H 63, Wisconsin Administrative Code, for the use of The proposed system is for a Wastes from the building will discharge to a -gallon capacity septic tank which will discharge to a -gallon capacity pump chamber from which a pump having a capacity of gallons per minute against a total dynamic head of feet will discharge through a -inch diameter pipe to the soil absorption system. It is of utmost importance that the system be installed in complete accord with the plans and installation details and the conditions of approval contained in this letter. The licensed plumber responsible for the installation shall notify the county inspector when the installation of the system will commence so that the county inspector shall be able to inspect this installation. The installer shall not deviate from this approval and shall follow the directions or orders issued by the appropriate local or state authorities. In accord with ch. 145, Statutes, and ch. H 63, Wis. Adm. Code, the plans and specifications are approved contingent upon compliance with the stipulations indicated on the plans. Please review your code for the requirements of each code section noted. The architect, professional engineer, registered designer, owner or plumbing contractor shall keep one set of plans bearing the stamp of approval of this department at the construction site. If the installation of this system has not commenced within two years from the date of this letter, this approval shall become void and new application shall be made for approval of these plans before work may commence. In granting this approval, the Division of Safety and Buildings does not hold itself liable for any defects in plans or specifications, plan omissions, examination oversight, construction or any damage that may result in or after installation and reserves the right to order changes or additions should conditions arise making this necessary. This approval is based on ch. H 63, Wis. Adm. Code, requirements. It shall be necessary to obtain and fulfill the permit requirements of the county in which this installation is to be constructed. Failure to obtain county permits will automatically void this acceptance. cc: OWS By: County Other / -G Enclosures ~~%i DILHR-SBD-6159 (R. 7/81) mes Sargent, B erector SBD 6678 (9/81) (Plb 100a) STATE OF WISCONSIN DILHR Detach And Return Upper DIVISION OF SAFETY & BUILDINGS Fcrtlon Of This Form With BUREAU OF PLUMBING 201 E. WASHINGTON AVE. RM 178 Any Return Correspondence P.O. BOX 7969 MADISON, WI 53707 608-266-3815 DATE: PROJECT: 4'j cam. E lm 1(1 all PLAN ID. # DETACH HERE PROJECT NAME j. PLAN ID. # t This is to acknowledge receipt of your plans and specifications for the above-indicated project. Preliminary review indicates the required fee is $ Fee Received is $ ❑ Underpayment - Please submit the additional fee. ❑ Overpayment - Refund forthcoming. ~Q Plan accepted for review. ❑ Plans being returned. ❑ No fee has been remitted. Plans submitted with no fees will be ❑ Additional information required. SEE BELOW. held in abeyance. 1. Plan Submission ❑ Complete data relative to anticipated use of bldg. ❑ Additional information shall be submitted in duplicate un- ❑ 2 copies of PLB 60 enclosed. less specifically noted. ❑ Deed restriction required (1 copy). ❑ Plans not clear, legible or permanent. ❑ Condominium declaration. (1 copy) ❑ All information submitted shall be signed, dated and sealed or stamped in accord with Section H 63.08(2) (a) Wisconsin Administrative Code. ❑ Affidavit enclosed. IV. Holding Tanks ❑ Profile of holding an showing vent, manhole alarm and manufacturer if precast. Complete construction details if ll. Pressurize Distribution Systems (Mound or In Ground Pressure) site constructed. ❑ Application for use of an alternative system signed by owner ❑ Holding tank agreement signed by owner and local unit of and notarized. (1 copy) government (sample enclosed). ❑ County onsite required (1 copy). ❑ Design calculations ❑ Reason for installing holding tank. Soil test or statement for pressurize distribution. ❑ Soil boring & percolation from county (1 copy). test data. ❑ Plot plan showing location of holding tank with lateral dist- ❑ Cross section of system. ❑ Pipe lateral layout. ances to any building, wells, water service piping, water ❑ Plan view of system. ❑ Plot plan. course, lot lines, swimming pools, all weather service road, ❑ Verification of Exception Status Form by County. (1 copy) Etc. Provide benchmark with elevation reference point. III. Private Sewage Disposal Systems V. Lift Pump ❑ Ground slope with 2' contours in entire area of soil absorp- ❑ Calculations for total lift pump discharge, head and gallons tion system extending 25' on all sides. pumped per cycle. ❑ Elevation of permanent reference point (benchmark). ❑ Size, length & depth of force main. ❑ Location of area suitable for replacement system - provide ❑ Detail & model of pump or automatic siphons including soil data. size, pump curves, drawdown and average flow rate GPM. ❑ Plot plan showing lot size and all lateral distances from ❑ Cross section of lift pump tank showing pump(s) or sewage disposal system to buildings, lot lines, well, water siphon(s). course, swimming pools, water service piping, Etc. ❑ Construction detail of septic, holding or lift pump tank if site constructed or tank manufacturer if precast. VI. Systems In Fill (Fill must be placed prior to plan submission) ❑ Construction detail and cross-section of soil absorption ❑ Total area filled (fill to extend 20' beyond edge of trench system. before side slope begin). ❑ Soil boring and percolation test on 115 completed by cer- ❑ Depth and type of fill. tified soil tester (1 Copy). ❑ Copy of onsite report by county or district staff. 6/ 1 //80 WISCONSIN DEPARTMENT OF INDUSTRY, LABOR & HUMAN RELATIONS DIVISION OF SAFETY & BUILDINGS, BUREAU OF PLUMBING, PLATTING & FIRE PROTECTION POST OFFICE BOX 7969, MADISON, WISCONSIN 53707 Verification of Exception Status for an Alternative Private Sewage System In the County of St. Croix Location SE 1/4 SW 1/4 S 16 T 29 N, R 16 _ Vk6lx) W Town or Municipality Baldwin Street Address 1z li• 1 a i n , ---54-UD-Z- Lot No. Block Subdivision Landowner's Name: Wayne Willink _ The application for this site is to serve a: ❑x new construction use. ❑ replacement system use. If this is a NEW CONSTRUCTION USE, the alternative private sewage system is to be included as: 59-06-3 R part of the 3%/5% limitation. This is number- -of the applications made through this office. ❑ one additional homesite on a farm to be occupied by a parent, child, grandchild, sibling, niece, nephew, or first cousin. ❑ an individual lot for which a sanitary permit was issued but was later ruled unsuitable due to new or changed soil criteria established by the department. ❑ a lot that meets the site criteria for a conventional private sewage system. If this a REPLACEMENT SYSTEM USE, the mound is replacing: ❑ a failing conventional' soil absorption system. a holding tank that was installed and in use prior to February 1, 1980. El a privy that was installed and in use prior to February 1, 1980. I certify that the above information is true and accurate to the best of my,_knUWlVAlge. Name Ctiowas C. Nelson 51 tldt~tH ;t.' A:c..L:.ttlnt tun 1 i 4yq: hi58 (11.7/80) ' ST. CROI X COUNTY WI SC O N S I N ZONING OFFIC.t_ 1)6-223) _t. HAMMOND, WI 54015 ' may-- April 19, 1982 i Division of Safety and Bui.l.diiigs Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation for the Wayne Willink property located at the SE 4 of the SW 4 Sect Loll 16, T29N-R16W, Baldwin township in St. Croix County, revealed suitable soils at a depth of 44 inches, below which seasonable high ground water was noted. This site should be suitable for a mound system. Should you have any questions, please feel free to contact this office. Yours truly, Thomas C. Nelson Assistant Zoning Administrator TCN:sl /b a ~ ~ r 0 H 0 bd s r CY\ V f.. rn O O r CP o3 o;, ro~ Q ~ ti ~ro~ -4 to s r N~ W 40 44 a ,tea o (b ~ 0 ~ n~ bpi tzi t]d by bd bd b7 bd ~ ~ i ~ Z N v co -7 ON lrt - W N r N Q 9 Z'~ n n n rr tr n n u d a ~ ...J d z bd txr n n rr C+ u►►► a a z P. x O ~ ~ ~ d NcD th fA ~ N 3 • t r p _ 110 0 0 C+ Q 'r n F ECEIVE cY AP R2 ~O 19K, w_ ~`~-9' ~ o ~ ty N E m -r F4 'v ,z , `b 3 4- to ji to r- x' X s j m ~A c 3 At n { f 4- V % ~N 7K tR Cr' VI. ' {a ` 3 A r {a , RECEIVED P R" 1L LAJ f: ~ I ~~Y W ('1, 4J V. 44 N r z ;xy i r ICA t F ICAI 7>' 4 . 71 (Aj s } 00 m ? v M Vii., L 1~ v ~ Q 1 ,,,t~~~tllllllil\\\~\\1 ~ ~ D fr^~...~ 6~ ~ f L } end Q 4~' RECEIVED APR 2 0 1982 ►r ""~!'a f I N 2 'AU 8201, x ri-t t) 7> ® !L a E a ;.D t#~ O to p~ O t. HYDRoOnMRTIC H.82 PUMPS 28 24 %MIR SV31 W 20 gZ 1 = 12 SV25 J H 8 a 4 SUBMERSIBLE 0 5 13 15 20 25 30 35 40 45 U.S. GALLONS PER MINUTE sump Head-CapacHy: SV25 and SV33 Submersible SAmp Pumps Max.. Solids ;/4" Sphere; 4 Pole, 60 Hz PUMPS 28 24 SP;33 20 MINN" c 16 ~~t • w S 12 %bJ ~ e ~!Er?E 'J 6 . • BOLD ~e ~ O S 4 e 8 ivrrv, trs, ° 0 10 20 30 40 50 601 ' • s- - - - . _ _ U.S. GALLONS PER MINUTE e le' , Head-Capacity: SP33 and SP25 Submersible Sump Pumps M-ax. Solids SP33, -/41' & SP25,1/4" Spheres; 115Volts, 60 Hz.,175ORPM 140 „20 _ T +oo HIGH HEAD 1 0 80 t EFFL = 60 DENT a ~H Q 40 PUMDQ 20 SPS s 0 ----20 - 49 - - 6Q- 60 - - 100 .120 _ 140 i° U.S. GALLONS PER MINUTE 'V Head-Capacity: SP50H, SP100H and SKH150 High Head Effluent Pumps Max. Solids SP50H, SP100H & SKH150, 3/4" Spheres; 115 Volts, 60 Hz., 3450 RPM /j C >..Y.r 0'~ '9J an... i _ rift \ t P ~ ack o f ~ r 7 ~ ~ -J r ~7 r ti,R o ~ ~ ~ 'tt + ~ 7p f 4 , # y w rr, 2 y 1 Go., • ~ > ~ '~1. ~ ~,Ck any.' VIA / ~ A t Sf \F -404 A.A re P' t tr r~ t. XL ° (e ~y¢ C p 'jr t P' ~ ,i r• ,M 11~ ~n ~ S~5P`.,4,~+~E~F ~..l! ~ fir: G4 ';p xp f'd3i~ f i. S: :~%e~ T1V• ~ ~ n L ~ ~ { 33 -r, s ~ ;-Tr k t d L 1' f i c P` a ILA 9 1 1 ' T • x? .e . h7v m m i r" 1 t 1 pt 41 t i 11 M to N z= ~K Z A.-* 12, 0 19~~ L d, t ~ +~V w• i 1 , F