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HomeMy WebLinkAbout032-1038-60-800 n ch O 3 v n d C N 7 c o r1 O CO ~ O W O o m O N 0 O -9- C I O 1~ W 'C -4 CL C Z n ' =OZ O ' In N a O d ~ W 'w n O 1 r" O CD n A O h4 rn 3 o 7 W ~ 7 00 wr. 0 En O v C D a co ai c a (DD W D 3 0 r. ? V i - -V p N OD Ou N N W O C W m • "Mi Z O O O Y O O cn in to N O CO ZD ~f o N ICD M 0 !I o ~ .y M v ~ n ~ Z N ° o = D D o (D a vy c w m- a 3 j O_ N CD -4 cn A Z m 0 A z O 7 Q' A < j W CL 3 z 1 ~ O eT O Z CD M H z m A 3 f D 6 a :3 3 m =o maims c a N - o v oo a 6 m ~ v N N I 6 S O r Q ~C N N (D N ~ A. V e CL OD o x C O A n O I! 0-0 0 ~ N ~ O A i b 0 j O 1 O O A O O " V 0 CD O n ti 0U)0 ~-0o C7 C c' f Lo~ ~ CD ' C) 3 ty, 1) CD ID ` 1 I 3 3 ~ cp >v ~ Z o w p C/) o O w O N O A C O A w `C • m 3 m ro CD 0 3 w • i z 00 CD CD L, 0 N a O CO 1 C, -0 0 yam O C CD Z O A O V7 7 D Ln z C ~ r. N 0 O 0 m V) CL =r c W C-- 7 r rt N ~ 'C' O A N d d W 0 0 _ (D QR TJ C o J O • m w10 n r a N w co w N c rt CD Z r_ V O O O h• 0 CD 2- p v C:ED 3 In N N ! D Oo y, 0 N CD O D o ~ A Z 13 N 0 D D o i ~ J o m O ~ ' ~i (.:C I E o ~ a h~ W 00 W H Cn O W CD rt, r-~ c m Cn I tai o O r o ! oZ O -I to C~ co A Z m _ z ti (D 9 A O 7 d cn n O O (D _ rt ~Y CD A F- C m L Z rt O A :0 C M H z CD p w d N O Q C CD O. G N O oZ Q 7 O CD (L1 y N O a c v = fi O ~ ~ rn y N V A 7 00 a 3 Q a O C C A O N N W 7 O C N 7 O O a ~ A h CD aQ O 69 O W p * v o b ° i ti Parcel 032-1038-60-000 01/03/2006 03:31 PM PAGE 1 OF 1 Alt. Parcel 14.31.19.194D 032 - TOWN OF SOMERSET 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 BARRY LEE S & JOAN K DETLOFF O - DETLOFF, BARRY LEE S & JOAN K 656 215TH AVE SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 656 215TH AVE SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 11.380 Plat: N/A-NOT AVAILABLE SEC 14 T31 N R1 9W 11.38A SW NE LT 8 CSM Block/Condo Bldg: 1/111 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 14-31 N-19W Notes: Parcel History: Date Doc # Vol/Page Type 2005 SUMMARY Bill Fair Market Value: Assessed with: 76901 357,900 Valuations: Last Changed: 08/09/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 11.380 89,900 198,100 288,000 NO Totals for 2005: General Property 11.380 89,900 198,100 288,000 Woodland 0.000 0 0 Totals for 2004: General Property 11.380 89,900 130,800 220,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 151 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel 032-1038-40-000 01/03/2006 03:32 PM PAGE 1 OF 1 Alt. Parcel 14.31.19.194B 032 - TOWN OF SOMERSET 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 BARRY LEES & JOAN K DETLOFF O - DETLOFF, BARRY LEE S & JOAN K 656 215TH AVE SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 2.970 Plat: N/A-NOT AVAILABLE SEC 14 T31N R1 9W 2.97A IN SW NE COM NE Block/Condo Bldg: COR SEC 14, W 4.3'S CL HWY 35 FOR 1860.88'W 1334.42'S 14 DEG W 157.63'S Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 84 DEG W 237.73' TO POB; S 84 DEG W 520' 14-31N-19W N 15 DEG W 51', NWLY ON R/W TN RD 174. 38'TH N 69 DEG E 538.88'TH S 20 DEG E more... Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 853/12 2005 SUMMARY Bill Fair Market Value: Assessed with: 76899 59,000 Valuations: Last Changed: 07/23/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.970 47,500 0 47,500 NO Totals for 2005: General Property 2.970 47,500 0 47,500 Woodland 0.000 0 0 Totals for 2004: General Property 2.970 47,500 0 47,500 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 it 11U 11-t :,nIV 1 1 NILY Y l L_1°I lil.I"uli l uWH I- It Q 1 UWN II t 1' it UUIlt :i > 1G t l:1tU l A L:uU1J I Y . 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Il lu,~: u t l,ulul~ 41111 UWllul (lL/W11aY t a,/4J 'lf /1O 71, 1YN11 UY W4rit llii dnvluu_,r- IUJLULNG TANK: hullul"cLutl-1 lV uu,L. 1 ul 1: ,.1 lull„ L•.ICVnC hill ut Ulal►l►u1C L UVUI y l,L tit wU1It 111i doviL1; :40.- ntiL PIT S1Z.L N1.,lll►,f l „I 1 l t U L: L 1 1. Ll 11 It ~ 1 L ~ 1-___. • t u1.-L:Llutl. lll( 111LC1 1, 11, d: LI. V...L 11,41 1JULLUtU Ut binulla4u lift, ulvvl.l Lull 1 1 :,1'_L VAI,L WAJ Li I2.1 . l►Wllbul ul 1 hi L, will, 11 1 1, 1 1 1 1 1 1, 1. I. 1 1 I. ,r;r,le1.V,1,L.1 T►tLA.C.'1l w1aL YLLLL ULA'1'lUt~'1'k% A[tLA ltl U11ll::U Alcl:,1 i1:: IlU l l l 37,S I llll ~ UHl ICU `7 9- I'I III~IL'I Il ,lld Il~l1 (Jl>J ~h>1w 11 c I.ll LI~.1 IVUI°I l;! I~ DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDINGS LABOR & HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISION P.O. BOX 7969 BUREAU OF PLUMBING MADISON, WI 53707 ❑ CONVENTIONAL g ALTERNATIVE State Plan I.D. Number: (If assigned) ❑ Holding Tank ❑ In-Ground Pressure E3Mound NAME OF PERMIT HOLDER: ADDRESS OF PERMIT HOLDER: INSPECTION DATE: Berry Detloff Cottage Grove, MN , 'a,~e BENCH MARK (Permanent reference point) DESCRIBE IF DIFFERENT FROM PLAN: F. PT. EL CST REF. PT. ELEV. SW NE, Section 14, T31N-R19W, Somerset Township Name of Plumber: MP/MPRSW No.. County: Sanitary Permit Number: Cal Powers 1563 St. Croix 34808 SEPTIC TANK/HOLDING TANK: MANUFACTURER: LIQUID CAPACITY: TANK INLET ELEV.: TANK OUTLET ELEV WARNING LABEL JPDCK~N VE R PROVIDED: D 7, 7 KIYES ❑NO ° ❑NO BEDDING: VENT A.~ VENT MATL.: HIGH WATr NUMBER OF ROAD: PROPERTY WELL. BUILDING: VENT TO FRESH r ALARM FEET FR %301 ) UNE: AIR INL,lT: ❑YES ❑NO J❑YES ❑NO NEARESTM t/ DOSING CHAMBER: MANUF CTURER: BEDDING: LIQUID CAPACITY PUMP MODEL. PUMP/SIPHON MANUFACTURER. WARNING LABEL LOCKING COVER YE PR IDED: PROVIDED: / / ❑S NO 6 / v :7 4~ , t. / t"P/ ~ yES ❑NO YES ❑NO. GALLONSPERCYCLE: PUMP ANDCONTROLS OPERATIONAL NUMBER OF PROPERT WELL BUILDING V NT TO FRESH (DIFFERENCE BETWEEN FEET FROM LINE t; AIR IAL PUMP ON AND OFF) YES ❑NO NEAREST /'L" /r •'1 SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing LENGTH JIIIAM!TER MATERIAL AND MARKING or excavation. (If soil can be rolled into a wire, construction shall cease until FORCE the soil is dry enough to continue.) MAIN i~ CONVENTIONAL SYSTEM: WIDTH. LENGTH OF DISTR. PIPE SPACING. COVER INSIDE CIA #PI LIQUID BED/TRENCH NCHE MATERIAL: PIT / DEPTH DIMENSIONS 1 GRAVEL DEPTH FILL DEPTH UISTH PIPF IS PIP TR. PIP MATERIAL NO. DISTR. NUMBER OF PROPERTY E BUI DING: VENT TO FRESH BELOW PIPES. ABOVE COVER ELEV. INL EL . E PIPES FEET FROM LINE: AIR INLET. 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 LEVA- X the criteria for medium sand. TIONS MEASURED. YES ❑NO SOIL COVER TEXITURE t PERMANENT MARKERS OBSERVATION WELLS YES ❑NO XYES ❑NO DEPTH OVER TRENCH/BED DEPTH OVER TRENCH/BED DEPTH OF TOPSOIL SODDED SEEDED MULCHED CENTER , EDGES. J~ / ' .5 1 16- ❑YES NO YES ❑NO YES ❑NO PRESSURIZED DISTRIBUTION SYSTEM: WIDTH LENGTH, t t NO.OF LATERAL SPACING GRAVEL DEPTH BELOW PI E FILL DEPTH ABOVE COVE BED/TRENCH ! S~ RENCtIES DIMENSIONS) T 15 _ = tl^ Z MANIFOLD PUMP MANIFOLD DISTR. PIPE IMANHOLDMATEHiAL NO. DISTH DISTR. 1 DISTHIBUI ION PIPE MAT IAL & MARKING ELEV E eV . DIA. ELEV. PIPES DA: r ELEVATION AND `7 DISTRIBUTION L" INFORMATION LE SIZE HOLE SPACING DHILLEDCOHRECILV COVFR TE IAL VERTICAL LIFT CORRE PONDS 7p APPROVED r PLANS YE ONO t: ❑YES NO COMMENTS: PERMANENT MARKERS; OBSERVATION WELLS. NUMBER OF PROPERTY WELL: - BUILDING. FEET ,f ,f•~' UNE- , a YES L_ -]NO ES LJ NO _ NEARESTOM _ Jv-( 110, 'PIt'T C" ~l Sketch System on Retain in-count a for audit. Reverse Side. y` % SIGNATURe.... - TI L1, ,1. DILHR SBD 6710 (R. 01/82)'`y'. vEPARTMENT OF APPLICATION SAFETY & BUILDINGS FINDUSTRY,,s FOR SANITARY DIVISION LABbR AND PERMIT P.O. BOX 7969 HUMAN RELATIONS (PLB 67) MADISON, WI 53707 Attach plans for the system on paper not less than 8% 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. A legible reproduction of the soil test report or the owner's copy must be included. 46 Property Owner: Mailing Address: S's-01r, 74& / S (P 148 -r-, 7 7 2- u. C 'ea Property Location: Ci~ r Township: County: s(,c/t/o h %S J J3! NCR) Q (or) W Lot, er: Blk,N~o.: Subd io Name: yyyy7~ Nearest Road, Lake or Landmark: State Plan I.D. N rr}ber: Z47 I--- I ~3/ 7'~E'2 OWS S' (Ifassig ) O TYPE OF BUILDING Number of ❑ Public* ❑ Variance* ❑ Other (specify)* Bedrooms: 1 or 2 Family *State Approval Required. 3 TOTAL NUMBER PREFAB POURED-IN STEEL FIBERGLASS NEW REPLACE- OTHER GALLONS OF TANKS CONCRETE PLACE INSTALLATION MENT (Specify) SEPTIC TANK CAPACITY /000 f." HOLDING TANK CAPACITY LIFT PUMP TANK/SIPHON CHAMBER` MANUFACTURER: G EFFLUENT DISPOSAL SYSTEM PERCOLATION RATE ABSORPTION AREA (Minutes per inch): PROPOSED (Square feet): New ❑ Replacement An Experimental ❑ Seepage Bed ❑ Seepage Pit / -7~ ❑ Alternative (specify) /j') Q U n J ❑ Seepage Trench Water Supply: Owner's Name as Listed on Soil Test Report (If other than present owner): Private ❑ Joint ❑ Public I, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans. Name of Plumber: Signature CC' PWMPRSW No.: Phone Number: C-1 : © / . .arc. -J.' d I/ 5~ Z PI is Address Name of Designer: /2j i 2 ~i.s ,ems COUNTY/ DEPARTMENT USE ONLY Signa ure of Issuing Agent: Fee: Date- 1W APPROVED Sanitary Permit Number: r / L/ Q ry 0, O 4 - 1 ❑DISAPPROVED 3 A !04 a Reason for Disapproval: 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 (R.07/81) DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX N WI 7969 HUMAN RELATIONS LOCATION: SECTION: TOWNSHIP/MUNICIPALFFY: LOT NO.:BLK. NO.: SU DIVISION NAME 4 /T31 W1 COUNTY; OW ER'S BUYER'S NAME: MppA'ILI /G ADDRESS: T I rr L b J Y^i: C` Jv Q~~ USE Df%TES OBSE AT NS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE ONS: PERCOLATION TESTS: b4 b4 Residence New ❑Replace j - - - 7 S mfr Z /.2 RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: JI ILLHOLDI G TANK: RECOMM NDED STEM:(optional) 11 ❑S Mu S ❑U ❑S Mu ❑S U ❑S NU ' WIN, :LS'lGN if Percolation Tests are NOT required RATE: SYSTEM EL If any portion of the lot is in the 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 ABBRV. ON BACK.) 13- 6 5- 4WS~t 414--E&L~ B B -I B- B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PERT D PER INCH P- _ c^• V • T P-_ i ' P- P_ P- LP 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 i✓iErkYt.' may, = i tC/►'C'75 N .ate S,-.' 1 y© -3 4 , e !`i 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: " /_47 - AD S: / CERTIFICATION NUMBER: PHONE NUMBER optional): CST NATUR Tg. e?- al r,.'-=`i or }r, ?n d Dao,-3-u. r . a ` i; hang, 3rd p ga-Property Owner, 4th page-Soil Tester. l'o r u. I' t U U Y Owner of Property i~ ar?-4 D Location of Property Section 1 N K W 't'ownship Mailing Address Sbmos& ~,1r~C~__~ Subdivision Name Lot Number U Previous Owner of Property` !y"-)C, Total Size of Parcel A\ Date Parcel Was Created Are all corners identifiable? Yes No Include with this applic_ati.on one of the fullowiu-L: .Certified Survey Map .Deed .Land Contract, or .Other Legal Docuwcnt which descrihcs the prupY,ILv I PROPERTY OWNER CERTIFICATION I (We) certify that all statements on this form are true to the best of my (our) knowledge; that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in the Office of the County Register of Deeds as Document No.~ and that I (we) presently own the proposed site for the sewage disposal system (or I (we) have obtained an easement, to run with the above described property, for the construction of said system, and the same has been duly recorded in the Office of the County Register of Deeds, as Document No. _ SIC3NATURE F OWNER S ATURE OF CO-OWNEW(IFIPPILICABILL) UA I E SIUNLO GATE I(aNL WORKSHEET - MOUND SYSTEM DESIGN PROBLEM: Design a mound system fora r rrrt .~.~i...wr+ The site characteristics are: Depth to groundwater or bedrock in. Landslope Percolation rate min./in. Distance from dose chamber to distribution system 3 (D`t. Elevation difference between pump and distribution system ~S ft. Step 1. WASTEWATER LOAD 4 S-p c9 ~RR I/~ f~~ gal . Step 2. SIZE THE ABSORPTION AREA A) Area required / sq. ft. B) Bed or trench length (B) C) Bed or trench width (A) D) Trench spacing (C) s , Wastewater load .24 gal/ft2/day B ft. trenc es Step 3. MOUND HEIGHT A) Fill depth (D) _ L ft. B) Fill depth (E) a D + % slope (O W_ fir. i 44 20 x C) Bed or trench depth (F) a l D) Cap and topsoil depth (G) - ft. E) Cap and topsoil depth (H) _ L ft. CALuin Powet)s JR. r rr~ 1 -63 ),w's~ 8300530 Step 4. MOUND LENGTH A) End slope (K) CD + E~ + F + H x 3 = M ft. (it ±4 B) Total mound lengths (L) B + 2(K) t. Step 5. MOUND WIDTH Al) Upslope correction factor A2) Upslope width (J) a (D + F + G)(3)(factor) _ ft. B1) Downslope correction factor B2) Downslo a width (I P ) _ (E + F + G)(3)(factor) ~ c ftf2 min, (I.5 -3, l) 1, /0 epn-0 ptt ~ J Cl) Total mound width (W) for bed = J + A + I rtVISA I ~ r C2) Total mound width (W) for trenches = i J + ~A, + (no. trenches -1) (c) + A.+ I d~ Step 6. BASAL AREA A) Infiltrative capacity of natural soil ` gal./ft2/day B) Basal area required = wastewater flow natural soil int'iltrrytiv(, cttn~ari+v C- Basal area avsf l zxt~ B,> v Bx(A+I)_ sQ~. ft. C2) Bas 4l area-available for trench for slopp sites BX fV c 5q. ft. I,►3), Basa ` area a eif 11 able for trench or bed for level sites = B x W = sq. ft. CczL.ui ~ ~~o wzr,S fC? S-'3 Step 7. DISTRIBUTION SYSTEM 7A) SIZE DISTRIBUTION SYSTEM 1) Hole size 2) Hole spacing a in. 3) Distribution pipe length 4) Distribution pipe diameter 4 /,5 in. 5) Spacing between distribution pipes in. 6) Distance from sidewall to distribution pipe in. 76) DISTRIBUTION PIPE DISCHARGE RATE jt. 1) Number of holes per pipe 2) Flow per pipe GPM 7C) SIZE MANIFOLD 1) Manifold is central/ end 2) Manifold length ft. 3) Number of distribution lines 4) Manifold diameter = in. i 7D) SIZE FORCE MAIN 1) Minimum dosing rate GPM 2) Force main diameter in, 3) Friction loss z '.)/ft. 7E) TOTAL DYNAMIC HEAD 1) Vertical lift = l ft 2 Friction loss a i Jt. 3) System head 2.5 ft. _ ft. 4) Total dynamic head ' ft. ~~.~~~,d•,.,:~ w~5 G 7F) PUMP SELECTION 1) Pump selected will discharge GPM at ft. total dynamic head. 2) Pump model and manufacturer 7G) DOSE VOLUME 1) 10 times void volume of distribution lines Q 1 / ~,)1./cyc?(, Y - 2) Daily wastewater volume 4 doses/24 hrs. gal ./cycle 3) Minimum dose volume 711) DOSE CHAMBER 1) Minimum capacity required a gal. CLuir~ ''rY1f I; So 0530 ti 1 !l ~ v PLUAkbMIG DEN! TML. y - lot DOWS: RECEIVED ` FEB 2 S 198;3 PLUMBING BUREAU ~o .ern..try~dM0.'RYMMAU~y.tl•W-k!~'MANh+MtWgpr~r+;~y4NMMN^rrw M~4r. a..S rW"f':1,•p' a -m•- r- v ml?i SG Page ~Jx ~S~r" ` ~'3froinMoBh = Key Or I~°rt:,~ a Sylhetlc Covering 1 Distribution Pipe Medium Sand Topsoil ra rra lW l.rJr■ f Jr rrr~rr 1IVww.r F D 3 E % Slope Trench Of 2~ Force Main Plowed Aggregate From Pump Layer Undisturbed D 42 Soil E C as Se Ion Of A Mound System Using F ~"Ill' Trenche For The Absorption Area G A , a Ft. H , Q^ Ft. Signed: ,.tom'......., : I 4==§F t j r. License Number: J Ft. f Date: K r ' Ft. tt^ X53 ` L Ft Alternate Position of Force Main ' a K C Force 4~,F u' a~ , • : t._., - . =t ° _ _ Main From ti W Observation Permanent Pump w Pipes Markers A . Dist~ibu}on Trench Of 2 + MECEI ED % + UMBIr ' Pipe Aggregate ndcin t~t~ FEB 2 PLLJMBINL UREAU 4 itp Qr PARTMLN OF :IHu5TRY. Lr%30IR A"~f; + srnq 3 Trenches For Absorption Area ~j IVI t0 ( t I i I III ,I i~ i I~ i v ti FTL RECEIVED FEB 2 - , PLUMBING BUREAU PIP;, LAYCII. Di,tribution Line- f diameter PVC \ ,nd CaU 1--~ i r- ~ uiameter holes at bottom of -Dipe I I ~ i } I rani i'o d Pipe diameter PVC {f i ; j I ~ " z ----force iiain 7 ~J! d lOIlj I Ldiameter PVC: 300530 I -"k I'm N i Gi SFF CORRFSP FEB -o :kale PLUNARINC a-'--iEAU ~ PUMP CIlAr1BER CROSS S •.CTION AND SPECIFICATIONS i Vent Cap Weather Proof Junction Box - Approved Lockinp Manhole Cover 12" Min 4" C.I. Vent Pipe Final Grade 4" Ptin _ Condui t' 18 Min - 18" Min Inlet I ICI - _ Approved Approved Joint W/ II A Joints w/ C.I. Pipe i C.I. Pipe Extending, 3' Onto I Extending Alarm - 3' Onto Solid On B Solid Ground ' 4 Ground C Off Pump _-y- ~ Concrete Block --::~f_ I) S1'EC:IFICATIONS TANK PUMP Manufacturer Manufacturer: Tank Material: Model Number: Tank Size: _ Gallons Switch Tyne LL, Total Dynamic H d:w FT CAPACITIES Pump Discha'rfe Rate: -C I'm Total Daily Effluent:Gallons A - " or Gallons Number of Doses: Per Day B s or Gallons Dose Volume: Gallons C or / Gallons Notes: 1. See pump curve for- 1) - or Gallons additional performance Total Tank information. Capacity Required Gallons 2. Pump and alarm are to be ALARM ' installed on separate circuits ~ ~.u $ ?f 2 ~D lM~ t as per ILHR 16.19 WAG. Manufacturer irottlq ..14 (JC•VQ l ~ ~ I _ SIGNED Model N A b t Tr L I T Swi tch DAt~ 1 i P OEPARTfAENI OF 1PJ TB'' Lf^, r, r fr ' v 4;:1 AT 1C DIVISION 0 Sr,FE14 A :L' b~ l F E B Z ~i 1983 SEE CORRESPONDENCE PLUMBING 6L'REAU 0 LINDSAY BROS. CO. GOULDS SUMPTHING SEWAGE PUMPS Model 3882 Performance Rating V Model 38181 Gallons per minute Performance Rating wP1o12 WPH1012 Gallons per minute Series No. ► W110512 WP0712 WP1034 WPH1o3a W PO511 S HP ► '/x i. 1 1 Serlee No. ► WP0612S RPM ► 1750 3450 NP ► h,i ti, 5 150 170 180 190 " 10 126 154 168 170 RPM ► 1725 "P - - - 5 1144 a 15 94 125 152 150 x w 20 56 9Q 121 128 O - t c 10 110, u o E 3 25 17 49 81 107 ± ~ 15 75 C o 30 14 40 86 0 20 40 v u o 35 10 84 9 it 25 8 w 40 43 M 26 0 45 24 Flood and pollution control Llquid transfer 50 4 1'/r " Solids handling capability. 1, ~Sovilage end waste removef cahab~l ty. 2 " NPT DisGhiuge connection. De W atenng 2 " NPT Discharge~`c` 1kn' egtl r ~ ri. k.. F~^, Sump draining 3 " Optional. A~`'" Submersible effluent and sewage pumps - Model wP. Lindsay Product Number Model RPM Horse ower Volt Phase Order No. ~W t. 6 17 0 3881 b 1 ~ rfb5-f 2 6-6 5 1 WrTe 1 166 ~a 651125 '/t 208/230 1 iWPO512 10.8 493244 WP 1750 1/+ 208/2230 1 WP0712 110 0568- (3882) 1 208/230 1 WPl 12 114 08/230 WP10 c 4 P 503io WPH 3450 1 208/230 1 WPH1O12 114 (3882) GOULDS Model 3870 Submersible Effluent Pumps SPECI~°ICATIONS Order No. HP Volts Phase RPM Solids Max. Wt Amps Order No. HP Volts Phase RPM Solids Max. Wt Amps WPH1012E 1 230 1 3450 'V." 11.0 70 WP0311E 1/3 115 1 1750 V'." 9.4 56 WPH1032E 1 208/230 3 3450 Y." 7 70 WPH1034E 1 460 3 3450 3.5 70 WP03 ('h HP) TDH GPM WPH10 (1 HP) TDH GPM Lindsay 5 100 10 147 Product Model Total Number Number Description Dynamo 10 85 Total 20 124 593540 WP0311 E '/3 HP 115V Head 15 82 Dynamic 30 98 550604 WPH1012E 1 HP 230V Feet to Head Water 20 36 Feet to Water 40 71 Rawa- ~EIDump Dept. for 3 Phase Units 26 3 so 45 Availability. 60 ie FEB 2 lflc> r.r I IlkAI~lpor'^ G!1 ImFQt I 19 2 RTl~J WISCONSIN DEPARTMENT OF INDUSTRY, LABOR AND HUMAN RELATIONS DIVISION OF SAFETY & BUILDINGS, BUREAU OF PLUMBING P.O. BOX 7969, MADISON, WISCONSIN 53707 Verification of Exception Status for an Alternative Private Sewage System In the County of St. Croix Location Sw 1/4, NE 1/4, Sec. 14 T 31 N, R 19 XEx or) W Town or Municipality Somerset Street Address Cottage trove, MN Lot No. 8 Block Subdivision Rollin; Meadows Landowner's Name: Barry Detloff The application for this site is for: [a]new construction use. ❑ replacement system use. If this is NEW CONSTRUCTION USE, the alternative private sewage system is: Ix1to have one of the first five approvals guaranteed for this year. This is number 02 - 4 of those applications. (Use one of the first five quota numbers ssued to you.) I ]one of the applications needing a quota number. The quota number assigned to this application is - - Efor one additional homesite on a farm to be occupied by a parent, child, grandchild, sibling, niece, nephew, or first cousin. for 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. (_.1for an application on file prior to February 1, 1980. 1__-Ifor a lot that meets the criteria for a conventional private sewage system. If this is a REPLACEMENT SYSTEM USE, the alternative private sewage system is replacing: ❑ a failing conventional soil absorption system. Lla holding tank that was installed and in use prior to February 1, 1980. ❑ a privy that was installed and in use prior to February 1, 1980. If this is a REPLACEMENT SYSTEM USE and the lot meets the criteria for a conventional private sewage system, check here. D I certify that the above information is true and accurate to the best of my knowledge. Name Thomas Nel -on Signature- County Official Title Assistant Zoning Administrator Date January 26, 1983 DILHR-SBD-6158 (R 12182) ? ST. CROI X COUNTY IS: rt WI SC0 N S I N 27 ZONING OFFICE 796-2239 HAMMOND, WI 54015 January 26, 1983 Division of Safety and Buildings Bureau of Plumbing P.O. Box 7969 Madison, Wl 53707 Dear Sir: An on site investigation for the Barry Detloff property located at the SW-14 of the NE-14, Section 14, T31N-R19W, Township of Somerset in St. Croix County, revealed suit- able soils at a depth of thirty-five (35) 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:mjj