Loading...
HomeMy WebLinkAbout030-1042-10-000 M ~ O m o° a c ~ I ~ I N n O tl L h I s ~ II 'a Z I e c LL O Q 3 M v y I rn Z E a+ 0 0 Z W a m N H Z O Z a N FZ- N ~ I y I N c ►i o 0 0 • r N 7 O 100E N O Z Z Z Z N N C N d C O E S "16 V o Q d d L a~ a z 0 0 0 0 • =CL CL a IL 0W f-~ V~ W U Y rn rn } co LO r- 0) O N M N '0 C) o o 0 0 0 W ~p 0) O E N N N N C O 7 O N N 0) 0) m W 0 (D C Q } U) ~p O Cd of M O > U O 97 E V co O N O C 0(D C) 1 0 0 0 1 V E O w C C-4 CL L € E O O N N N CfOi N C N 'O" L d 7 N m N N G O OBI Y O y N 06 C N a) o) • ~ M OCl) ? N O of O E t6 L O o N U) M O Z y z (n V €a o v u a 0 CL IOWA; j'w t A CiE 05 ao 0U)u FORM - STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER 1,*~ TOWNSHIP SECTION ;Z Q Tj N-R IW~- , ADDRESS , ST. CROIX COUNTY, WISCONSIN SUBDIVISION LOT LOT SIZE PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM r 54f 14 w a! Q. 78- i 2,71 } A Cc ` Gam- CA~ 5 INDICATE"NORTH OW BENCHMARK: Elevation and description: Al rnate benchma;r~ C64", x- 9, ;z T -?0 / 0 A;LP Uw 100,0 1 ..w, Ai~w ,68 SEPTIC TANK:Manufacturer: GC1 azh C" 14~fl Liquid Cap. Rings used:3' Manhole cover elev: S, 0bFinal grade elev: $ .4G Tank inlet elev.: ' Tank outlet elev.: 7 No. of feet from nearest road : Front , Side , Rear l/Ft . 1,5 ~ From nearest prop. line:Front , Side , Rear-Ae'Ft. 1 / No. of feet from: Well R.5 , Building: (include this information in the above plot plan) (2 reference dimensions to septic tank) SEE REVERSE SIDE L ' r PUMP CHAMBER Manufacturer: /10 Liquid Capacity: $ ~Q Pump Model:~Pump/Siphon Manufact.: _;Z o~pump Size4~ P Elevation of inlet: Bottom of tank elevation- 77 A-4 Pump on elev.: Pump off elev.: Gallons/cycle: $ Alarm: Man.: Switch Type: fca Location ,.AA,M Distance from nearest prop. line: Front_, Side, Rearloft--L Distance from: Well Building f SOIL ABSORPTION SYSTEM Bed: Trench: Seepage Pit: Width: Length Number of Lines: Area Built Exist. Grade Elev. Proposed Final Grade Elev. Fill depth to top of pipe: No. feet from nearest prop. line:Front Side , Rear Ft. No. feet from well: No. feet from building HOLDING TANK Manufacturer: Capacity: No. of rings used: Elevation of bottom tank: Elevation of inlet: No. feet from nearest prop. line:Front Side , Rear Ft. No. feet from: Well-, building nearest road Alarm Manufacturer: INSPECTOR: DATE . PLUMBER ON JOB LICENSE NUMBER : 6/90:cj e a .-s 4q 10 Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM Count Labor and Human Relations Safety and Buildings Division INSPECTION REPORT St. Croix IATT1A~H TO fjRJVIIT Sanitary Permit No.: GENERAL INFORMATION NE,SW,20, 9 Lot Bes Oak Trail) 149082 Permit Holder's Name: ❑ City ❑ Village 11 Town of: State Plan ID No.: Steve Becken St. Joseph S91-00943 CST BM Elev.: t Insp. BM Elev.: 7BM Description: Parcel Tax No.: in 155-8 TANK INFORMATION ELEVATION DATA o5~rnad, ` L~/oFL s 9o`'y - "`tt,-„ TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic G✓ U Benchmark Dosing' a Aeration Bldg. Sewer Holding St/40 Inlet G' glr TANK SETBACK INFORMATION St/fit Outlet , _10 TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake • Septic NA Dt Bottom Dosing >s NA Header/Man. 9Z 12 Aeration NA Dist. Pipe Holding Bot. System IG~ cog' PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand Model Number GPM TDH Lift~~ D fri ction , 031 Systemz 1 TDH (~Ft oss Of Forcemain Length ' Dia. i Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width r Length,,/ , i No. TT-7 gn PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS SYSTEM TO P / L BLDG, WELL LAKE/STREAM LEACHING Manufacturer: SETBACK INFORMATION Type O , l CHAMBER Moe Number: _ System: 14 OR UNIT DISTRIBUTION SYSTEM Header/Manifold f~ Distribution Pipe(s) x Hole size x Hole Spacing Vent To Air Intake Length Jr Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over E „ Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed/Tr nchCenter ( , Bed /Trench Edges Topsoil ,0 1<- es ❑ No ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Plan revision required? ❑ Yes No Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert. No. ILHR SANITARY PERMIT APPLICATION In accord with ILHR 83.05, Wis. Adm. Code couNTY STATE SANITARY PERMIT -Attach complete plans (to the county copy only) for the system, on paper not less than 1:1 i o ' 8% x 11 inches in size. C eck i rev sion to previous application -See reverse side for instructions for completing this application. STAT N I.D. N M ER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. PROPERTY OWNER PROPERTY LOCATION .5 t we Agaal F_ %4e. W %4, S -,V T , N, R g E (or) PROPERTY OWNER'S MAILING ADDRESS LOT # BLOC I 7 f cTae s 5_4_ Ilk l1_21 r CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAM RCM U BER auteV 2 II. TYPE OF BUILD71" )0r, heck one CITY NEAREST ROAD l OWN OF: ) State Owned 171 ILLAGE ❑ Public 2 Fam. Dwelling- # of bedrooms - PA E L TAX NU R( ) 111. BUILDING USE: (If building type is public, check all that apply) 1 ❑ Apt/Condo ~6J 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 100 Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 80 Mobile Home Park 12 ❑ Service Station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify IV. TYPE PERMIT: (Check only one in line A. Check line B if applicable) A) 1. New 2. 1:1 Replacement 3. El Replacement of 4.0 Reconnection of 5. El Repair of an Syste f System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit - Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 L1Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE PERC. RTE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft) PROPOSED (s(Gals/day/sq. ft.) (Min./inch) ELEVATION :yy 74 6- ? 1,5., ~ 7 ! Q ,S-O Feet /W, 4~ Feet VII. TANK CA ITY 15V V 72, Site in gallons Total # of Prefab. Fiber- Exper. INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tanks structed Septic Tank or Holdin Tank ~tb~C Zvi in, /y Lift Pump Tank/Siphon Chamber SO f VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumber's Signature: (No Stamps) MP/ SW Business Phone Number: Plumbe 's A ress (Street, City, State, Zi Code): V A10 - ,tR6 -7 IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued issuing gent Signatur Stamps) ❑ Owner Given Initial surcharge Fee) ~(Approved Adve e Determination ` X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 11/88} DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber r . APPLICATION FOR SANITARY PERMIT STC - 100 This application form Is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit Issuance. Should this development be intended for resale by owner/contractor,(spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. w Owner of Property - I au r i1 T -I© N-R 9 Y Location of property)/4 1/4, Section Township / 1--7- el Mailing address / %~1l o e~.v A✓ Address of site Sq M ee -S" "'6'90"c Subdivision name Lot number Previous owner of property Total size of parcel S, ca-~y~1 Dr e - Date parcel was created Are all cornets and lot lines identifiable? _Yen _Yo:; / Is this property being developed for resale (spec house)? _ Yes !10 Volume `?S and Page Number as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED wh1ch Includes a DOCUMENT NUMBER, VOLUME AND PACE NUMBER, and the SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed descrlptl~,n references to a Certified Survey Nap, the Certified Survey Map shall also be required. - - - - r - PROPERTY OWNER CERTIFICATION I(Ye)- certify-that all statements on this form are true to the beat of my (out) knowledge; that t (we) am (are) the owner(s) of the property described In this information form, by virtue of a warranty d ed recorded in the Office of the County Register: of Deeds as Document No. h -T-3 f and that I (We) presently own the proposed s1te for the sewage disposal system (or I (we) have obtained an ease+-ent, to run with the above described property, for the conettuction of sh,,.I system, and the same has been duly recorded in the office o he Coun Re i&Lex of Deeds, as Document No. 1• sIgnattute of Owner:..,.. Signature of Co-Owner (If Applicable) Date;,of 8lgnatur DAVe of. Signature . :rye 4.. STC - 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER ft°CJ ` f ROUTE/BOX NUMBER I r{ r Et7Jrt 00k-'S -rfiAr(- FIRE NO. l 1r 7 CITY/STATE de (-i / -~'r /V ft')l ZIP PROPERTY LOCATION:1/9 1/4, Section , T_ o N, R g W Town of S-1. c ap dF~/-t , St. Croix County, Subdivision , Lot No. 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 SEPTIC TANK PUMPER. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County Residents MAY be eligible to receive a grant for a MAXIMUM of $3000 of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of ALL NEW SYSTEMS agree to keep their systems properly maintained. The property owner agrees to submit to St. Croix County Zoning a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to three year expiration. I/WE, the undersigned, have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin Department of Natural Resources. Certification form must be completed and returned to the St.Croix County Zoning Office within 30 days of the three year expiration date. SIGNED DATE - St. Croix County Zoning Office St. Croix County Courthouse 911 4th Street Hudson, WI 54016 (715) 386-4680 Sign, Date, and Return to above address DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & B DUILDINGS INDUSTRY, C DIVISION IVISION N LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX 7969 HUMAN RELATIONS N WI 53707 (ILHR 83.0911) & Chapter 145) LOCATION: TIO TOWNSHIP/Mb4#tt'fPfrC1TY: OT NO.: BLK NO.: SUEDIVISION NAME: Ne 1/ sw Y/ 2-0 Mo NI R17 E (or) W ST. Tos E Pi-I- COUNTY: MAILING ADOR S: 5~ CiPp/ SfEv~- ck~-~v 9GS' sf/E,P~/~!v AGO . ff v v r o 6/_r s- USE 1 ~i7 DATES OBSERVATIONS MADE NO. B 1COMMERCIAL ON"PROFILE DESCRIPTIONS: PERCOLATION TESTS: Residence ' ff]New ❑Replace 0`T ZCe f C(Sc :fiev, i S' (?,F0 3 I vc r 3 / - RATING: S- Site suitable for system U- Site unsuitable for system sC S 3y L [CONVENTIONAL: MOUND: IN-GROUND ESSUR : rYSTEM-1f,)-FILLPIOLDING TANK: RECOMMENDED SYSTEM: (optional) LE ]S ®u o S au o S ou EIS ou EIS au a,3 Ly ___J I Percolation. Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.0915)(b), indicate: Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN. ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK) / ~S 9G, y / " or. &.v • (P",st s 12- " ef• 51/ 32 s- Z 4 LP DEuSE Si . v~ c e.v o p,i JA4w/ p/ST• OiP•6 y "v0 7 s , /7 RE-D -O.P ~ i,..s. a•1•••~~ E-O $ ~•/p 7TGt O B- _ /_00 ^ ~j y.. Si , /2 L><. Gy,13n1. tv(j ~4v~uVt2 B- Z ( fA 7~4 2/0rey sI 8 &oc,&y s► w/ Sy. 5AL7- v co t7/~J 5' I 010 10 -g a. s w OR-61. A40 7-5- B_ B_ 8 Aso 101r-4.rSr Isi /U r, Lf- sy, CiN . 13 rocky s;/ B' 3 ~OO C l5 .7~ L A (o " B IK. U-4 cy t /0 1- Cs f /-OJC j~P~i-REV 6 ~Z' ~1. t3,a-S 50B•A,,, -JiR rccKy St IG F, r s'~ S w/ tw or - . A4 T B- /G veer o£Nsc 114SSIU6 Reo- gN . K67JIL&O 51, . PERCOLATION TESTS - PfC'SwEt/E0 rjov - ~4 ►5 j O t DEPTH f WATER IN HOLE TEST TIME DR I WATTR LEVEL-INCHES RATE MINUTES NUMBER INCHES' AFTERSWELLING INTERVAL-MIN. P RIO0 t PERT 2 PER INCH P- .7- C7 ;10 3/1(, 2// C, 25.-3 P. y Zv AV- 3 0 / L P- Za s~ 3 o L , 7 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- 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 slope. ✓ 0 SYSTEM ELEVATION. - Poo x- L _ S ►'5_ . .~'1 (r i rF0A , 0C 7', 3 1 (.1 H 6/161 Pill d - - - - J-1 .1. I, the undersigned, hereby certify that the soil tests reported on this form were made by me to 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. NAME print : TESTS WERE COMPLETED ON: F!O)11ESITE SEPTIC PLUMBING CO. A00. t s (770 ADDRESS: 65s VNEII: "19, HUDSWWI 4--i - ROBERTULBRIGHT CERTIFICATION NUMBER: PHONE NUMBER (optional): NO. W7 M.P.R.S. ' d NN 3 P& Wis. MAMA pL UMBER LIC, MINN. INSTALLER 6 DESIGNER LIC. N0. 0UbW CST SIGNATURE: - 2l~ to w-5t DISTRIBUTION' Original and one copy to Local Authority, Property Owner and Soil Tester. T r M G 0 I 0 ti O O \ COO / Q ~ L ( / G ~ m I w-v r a~ t ,0 W y 6~ _ 1 Q rn q z~ o G z~ 2 ~ O n Z a C mmm h rnycn N ~r c ~o~ m m ~ ~ ^ o A Z5 ? n1 "a A- 70 Z -4 co, m N w Z Ncl f SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL Office of Division Codes and Application 201 East Washington Avenue P.O. Box 7969 Madison, Wisconsin 53707 HOMESITE SEPTIC PLMBG. COMPANY Owner: STEVE BECKEN 655 O'NEIL ROAD 965 SHERMAN ROAD HUDSON WI 54016 HUDSON WI 54016 RE: Plan Number: S91-00943 Date Approved: May 28, 1991 Gallons Per Day: 450 Date Received: May 24, 19 l Project Name: BECKEN, STEVE - RESIDENCE Location: NE,SW,20,30,1 Town of ST JOSEPH County: ST CROIX The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements. This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved'. This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All permits required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department's approval stamp at the construction site. The installer shall notify the appropriate inspector when inspections can be made. This approval will expire wo years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires. The Section of Private Sewage has reviewed these plans for private sewage system code requirements only. These plans have not been reviewed for the code requirements set forth in Section ILHR 2 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. This approval is for the following components only: - NEW MOUND Inquiries concerning this approval may be made by calling (608) 266-8230. SHD 6423 tH. U1/8l) 1 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations HOMESITE SEPTIC PLMBG. COMPANY Page 2 Sinc rely, KENN TH STIEMKE Section of Private Sewage Division of Safety and Buildings PPP016/0009n/ 4 cc: STEVE BECKEN -Private Sewage Consultant -County _UW-SSWMP -Plumbing Consultant -Owner -Plumber -Environmental Health 31i D 6423 (ft. 01/91) w I.L.H.-R. 83.08(2) PROJECT INDEX SHEET O w n e r : w n e r : STEvE" 73Ec~~ ,v 7/S - 3~~0 - ZO o Address: S+4eRmAo i D. t~uOS0^3 BPS. 5f~oi~ Site Location: /4 z7 E. C21t '5 T.P~9~G NFi~. Sw/~ SEA, za i 30 A /Z I C0 -roevo of= s'r. Toss tt-- S T', C P'- o I x coo-.-) 'r Project Description: NEw CDNSTROcTI'Dk'~) , 3 T3IE-t3RA-k . Siz6-t) HOA-t8- PGAoj..>t~:-p . AueQ,'ON~..e (FSri-4i6re-: n) DAtLy COASTE-F-/oCD I'S 45 o e&.VS 5011-5 A R E `(~,E RNt (3 r_ E R 7- S S o.~ c ~y 5^-rugA-re-p (ZES7-eicr7Ue l3 aDE~ (~-fo0"'J D SySre- I'S ROPoS&D . I.,-~9 943 Pagel. PLOT PLAN VIEWS Page 2. MOUND CROSS SECTION & SYSTEM PLAN VIEWS Page 3. PIPE LATERAL LAYOUT Page 4. DOSING CHAMBER CROSS SECTION i Page 5. PUMP PERFROMANCE SPECS PLUMBER: 4EIORy - 91 DATE: ~ SITE EVALUATER/ DESIGMER SIGNATURE HOMESITE SEPTIC PLUMBING Co. 655 O'NEIL RD., HUDSON, WIS. 54016 - - ROBERT ULBRIGHT WIS. MASTER PLUMBER LIC. NO. 3307 M.P.R.S. MINN. INSTALLER & DESIGNER LIC. N0.00663 EAST" 04,0t5 . TRrj ic.. 1 0 O a \ ob ~~o CYN _ fd ~ 91` TN i JT (t) ~ . 0 rn ti ,p ` rh ti 'A L o - ~ _ O/yS~S~V ~ m qQ NOF dad AN 'AND yU ~ ~ D o UU MqN R ~D F r S n R NS R 7D o:i m r 0 33 m K :33 C )t • N r Im Z ? n,i t Cf1 N C b W Page L Of 5 Synthetic Covering 9y, /D Distribution Pipe Medium Sand Topsoil _ 11 'ElEVhTI E J'-~ _J D % Slope Bed Of 2» Force Main Plowed Aggregate Layer D Ft. E X 5 Ft. Cross Sei t do Of A Mound System Using F • 75 Ft. A Bed For The Absorption Area G o Ft. $ A 2 Ft. H Ft. B y-7 Ft. NRE~A~~ K / D Ft. L y Ft. Ft. t \~\p~1 rt T ~.S Ft. 0\~ x e ax> 4a i n W 3 6 Ft. 0 L J Observation Pipe ~ , 6 K i A ~0 7 77 ~ u Distribution Bed Of 2 Pipe Aggregate 1 Observation Pipe Permanent Markers L~ Pl/G C/J/Oj~ED S~E6L ,pO~$ Plan View Of Mound Using A Bed For The Absorption Area c ~ c b1tl 0 h Page 3 Of S • f i D U o /v,~f E ~o,P :2-10 FT 4F 2 v c FOR cF- //4,5 r no~E Perforated Pipe Detail zV Ri'Gti T Fob' ml vME VA V .4 End View )Perforated End Cap PVC Pipe 1. . CIO lY•°~Holes Located On Bottom, Are Equally Spaced R \ ~ P *1 X PVC Force Main X43 A / J PVC Manifold Pipe Alternate Position Of Distribution Force Main Pipe P Lost Hole Should Be Next To End Cap End Cap Distribution Pipe Layout P 2 2- Ft. R 5. O ' AGE SYg~M pNS~ S X y~ Inches S Y Inches X, Si"" ned: Mp,NRE~'flN Hole Diameter Inch J U ~RUO ~U~I.a1 Lateral / Inch(es) License Numb U~~R NU , Manifold Z- Inches pR~M~ pviS~fl~ ~ „ Date:. Force Main Inches A Sp SSEG 0 of holes/P i Pe Co O Invert Elevation of LateralsFq, Ft. 9),5 7-9 1*13 V T/aA) ,P47-46- FCR C4 c4i, /A TE/' A/ ~7iS 2-7) • T/57R /3 iUT/o~ I'S Cl~ A Rj7-6 Fo R ~ p 2- d d'/4V(0 To 7 - ,7 o //E~p R9.+of PUMP CHAMBER CROSS SECTION AMD SPECIFICATIONS VEWT CAP 4' C.I. VENT PI WEATHER PROOF APPROVED LOCKING JUIJCTIOM BOX MANHOLE COVER 25' FROM OpQR, w/4v*NIA)& AF1 .WINDOW OR IF Sfi 1 12"MIU. AIR INTAKE ~~ii D rIQAl~~ ~~1E4~1T/q g3.~ GRADE I " I 'i MIAJ. Ig"MIIJ. COIJDUIT IPJLET PROVIDE ( AIRTIGHT SEAL I I i I n APPROVED JOI T A 51 V `C 7 I (I I APPROVED JOINTS IJ/C.I. PIPE IN ~AP IA 91 W/C.T. PIPE EXTENDING 3' 0` J ( III ALARM EXTEIJDIUG 3' ' ONTO soLlo so,IL ONTO SOLID SOIL , s ~ ~ I i I • c q q ON . I I 7 I ELEV. FT. ' PUMP OFF D I BLOCK (Al~V'f/0) 515 ISER EXIT PERMITTED OIJLy IF TAWK MANUFACTURER HAS SUCH APPROVAL. SEPTIC f SPEC-IFICATIOUS DOSE TANKS MAPYfACTURER:Lc IJUMBER OF DOSES: PER DAy TAhJ4 SIZE: p o oo GALLONS DOSE VOLUME ~LFG 4/461-1 _ INCLUDING BACKFLOW: GALLONS ALARM MA1►IIFACTURER: 35 V . ~L CA ACITIES: A= 16-5- AICHES OR 3o 0 GALLOWS M L IJUM E Qp B R P I FW . 0 R T - Z SWIT~H TYPE: M F cu g - INCHES OR 3 GALLOWS R ~ f//E2 PUMP Mq~OFAGTURCR: ~ o C_9.aa•~IWCHES OR /*9 GAt.L0AJ5 MQP~L NUMBER: /(f D=17 4- INCHES OR 31 `O GALLONS SWITPH TYPE: ~~y9rQ M ~URy 1 1-000S NOTE: PUMP AND ALARM ARE TO DE I,PUM DISCHARGE RATE INSTALLED ON SEPARATE CIRCUITS MIl Z~ GPM 2/- 5 -rAA~k 5'pecs VE{iTIEAL DIfF,ERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. FEET -1- ~MIUUALIJ1 NETWORK SUPPLY PRESSURE . , . . . . 2.5 FEET EAC-(n,, 8Of' 03)f Pik ~ -I- 2/0 FEET OF FORCE MAIN X s FYor[FKICTIOU FACTOR..3 FEET Z . "OAIs ASS. TOTAL Dy1JAMIC HEAD = 2?' , FEET 7 7 •j LIQUID DEPTH IWTERtJAL PI(ALWSIONS OF TAWK: LEM&TH,,Z_;WIDTH SIGNE D: LICEMSE NUMBER: DATE: ONSITE SEWAGE SYSTEM rrRov 0 DEP MEN F INDUSTRY, LABOR AN UMAN RELATIONS DIVISION OF SAFETY AND ILDINGS S NDENCE SEE ORRE 4 HEADI LL CADACITY 32 105 p L00-- 30 95- UR WE O 28 90 26 85 ~ I EFFLUENT 24 80 MODEL and o 75 MODEL 169 22 - DEWATERING = 165 V 20 65- 2 18 60 } 55 16 5o \163 ODEL MODEL t- 14 45- 1 188 12 40_ . 35 ,o MODEL +01 DEL E -137,139" 1 - SEWAGE and a 25 MODEL Dg ATERING 6 --20 - _ 161 15 MODEL 4 97 MODEL . ' cc 2 ~u 5 53, 55, 57,50 a o t.1 GALLONS 10 20 30 40 50 80 70 BO 90 100 110 21 80 E LITERS 0 80 160 240 320 400 1 76 22 FLOW PER MINUTE 70 } I 20 6s tt1 Q 18 60_ MODEL ie] 0.! 11 285 W 55, x ,6 i j 0 50 Z' 14 62941, Z i. } 12 40 MODE L 35 293 O 10 M 30- 8 25 - } MODEL 6 20• 282 _ I F F 4 15 i i 10 MODEL 2 5 267,268 o 3280 Old Millen; Lane GALLONS 10 20 30 40' S9 66 70 60 90 100 110 120 130 140 150 160 170 180 140 'P.O. Box 16347 Louisville, Kentucky 40,216 g I LITERS 0 8o 160 240 320 400 480 560 640 720 (502) 778-2731 FLOW PER MINUTE :I . 1 HP) (%2 HP) (1 HP) (1 HP) (1Y2 HP) (2 HP) • Automatic or Non-Automatic. "Alas 161 1" 166 16f IM IH • '/2 H. P., 115V, 230V, 200-208V, 1 Ph. or 3 Ph., 460V, „ " kill LWI GM u.. L6. G.1 L6. O.I Lill 3 Ph. 5 152 106.91 61 231 61 n1 65 r.2 10 ']IM 11111 6 61 271 61 231 65 322 IS 1 H.P., 1112 H. P., 2 H. P., 230V, 200-208V, 1 Ph. or 3 5 51 .111 344 W 221 60 22? 65 b2 Ph., 460V, 3 Ph. 20 610 62 310 w 223 w 22/ 65 322 M~Nfi 75 762 I4 280 57 216 59 213 65 322 Sc 1225 • Passes 3/.11 solids (sphere). L) 914 65 :.6 55 266 s. 2m 90 3.0 65 ]:2 .0 12 19 46 Il. K 1]2 55 206 It 763 69 337 63 31. • 1'h" NPT discharge standard. 56 157. 66 33 125 51 191 56 219 ,3 216 1I •262 60 1629 15 57 .3 161 36 136 5/ 216 .1 M] • Float operated, submersible (NEMA 6) mech- 70 213. 30 It. 10 36 3? 140 9 216 60 2. b 14 53 13 .9 U 11. Abaft anical switch. 96 21 47 36 e Automatic reset thermal overload protection, 1 100 1046 " 66 Ph. only. • . a Ir 69 n6 • Durable cast iron construction. Canadian Slarward6 * Uo listed SA Aside. Approval Non-Automatic • 2" Or 3" flange available. available Model Pictured • 20 It. UL listed neoprene cord and plug. NOTE: No UL listing for 200- /1 an nllm". ST. CROIX COUNTY WISCONSIN a~ 'ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 (715) 386-4680 May 16, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the Steve Becken property, located at the SW 1/4 of the SE 1/4 of Section 20, T30N-R19W, Town of St. Joseph, St. Croix County, revealed 26 inches of suitable soils. This site should be suitable for a mound. Should you have any questions, please feel free to contact this office. Sincer , James K. h onin Admin' -e atbr Assista g cj