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HomeMy WebLinkAbout034-1009-60-000 -0 C) C o ~ ° 3 0 a 0 bq o ac O ° o co C, O O O _ C I © .a N i cn "0 M ~ (0 ~ OC ° C V~ Q X C Oi ~ d C -0 N N o O y '0 O 0 N Z N 4 O C ~ ~ L 3 O LL C O O O - C C - p C Y D O C Q U n 3 ~ a ~ Z N c0 Z 00 Z2 , z a N Q' NF- w Ln Z 'o N ~ 'd' 7 C !n F- r N N N ~ O E O Q N O O • ° O L ~ N N C O 2 ° O Q Q N O Z Z o N Z Z o Cl) d ~ yN, 16 10 7 R ~Iil N G y O U T D O CL OI m El c U FN- hN- FN- coo •N a a a ~ o O O O a (D !R J U p rn rn aNi !~i r } 0 ~V f6 0 o 0°0 co co T ~ d v ° ° U N Q Z O m O 00 N N °0 3 CO Nw of c c 4 m rn o 0< F- a Q) cn o, a o a CL CL 6 a N E E o C 00 (O N O O .r L L O O C T U O F- F- N M O • y' O O U) a L: a w .C° E 'c c m 3 o 0 I~.CAfiIgN: SPR ~,PFIELD 05.29.15.69 E NW CO. RD. DD tsconsin epartmento n ustry, E1~VAGE SYSTEM County: ~.LabQ d Human Relations INSPECTION REPORT Safetyand Buildings Division ST. CROIX TTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION 171522 Permit Holder's Name: 40 ❑ C y ❑ Village [Town of: State Plan ID No.: GRAY MARK & MARY JO RINGFIELD CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: "y" 034-1009 - 0-000 TANK INFORMATION ELEVATION DATA A9200288g//o/fz TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark C6.51 &d. 60 Dosing 'C~ 'H~ 5 Z/ A n Bldg. Sewer Holding St/V Inlet 20, C57, TANK SETBACK INFORMATION St/ IV Outlet 21,A) , /(o TANKTO P/L WELL BLDG. VVe Air nttake ROAD Dt Inlet 21' ~ Septic 414 NA Dt Bottom 2 ~ 90,31 Dosing _F0 7 NA HeaderkAA a__ >5 Ae on NA Dist. Pipe 2 113,41 2 6! Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand o e C w A?a1 k 27' 98. 9 Model Number A Lj`? GPM TDH Lift_?'W Friction Fr ~r ystem , TDH,_~?,41`t ead Forcemain Length= Dia. Dist. To Well yi SOIL ABSORPTION SYSTEM BE )f'TRENCH Width Leni~th No. Of renches PIT No. Of Pits Inside Dia. Liqui epth DIMENSIONS EN I N SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING anu acturer: SETBACK INFORMATION Type O CHAMBER Model Num System: C~/~/G~/(~ OR UNIT DISTRIBUTION SYSTEM Flermiler/ M n fold y to Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intpke L-3 l 1 „ Length Dia. f Length ` " Dia. Spacing „ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over ►6 , = xx Depth Of , xx Seeded/ Sodded xx Mulched Re"Trench Center ~Q er0o rench Edges r r/(f Topsoil Cv ❑ No ~ ❑ No COMMENTS: (Include code discrepancies, persons present,, etc.) f l O G' _-y171f3. 1,1e Plan revision required? ❑ Yes No MA A Use other side for additional information. IA_? 117 SBD-6710 (R 05/91) Date Inspector's Signatur Cert. No. t ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: , y DILHR SANITARY PERMIT APPLICATION In accord with ILHR 83.05, Wis. Adm. Code COUNTY STATE SANITA Y PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than El k' `G` 8i~ x 11 inches in size. C ec 1f re is o pre sous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. PROPERTY OWNER PROPERTY LOCATION A - A ~4 r fG G' i? 4 ,6114 AIA4, S s~ T l , N, R 1 E (or W P~RjO~j'ERTY OWNER'S MAILING ADDRE LOT # BLOCK # CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER GV,'lr. 51 [ 1s' 11a 2 1 (11 r) ~4 s-as II. TYPE OF BUILDING: (Check one) ❑ State Owned 0 CI LAGE NEAREST ROAD OF: ❑ Public P-1-or 2 Fam. Dwelling- # of bedrooms PAR EL AX NUMBER(S) 111. BUILDING USE: (if building type is public, check all that apply) i L ~ v - s C o w 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 70 Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash 50 Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify IV. TYPE OF~PERMIT: (Check only one in line A. Check line B if applicable) A) 1. New 2. ❑ Replacement 3.E1 Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System 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 E'Wound 30 ❑ Specify Type 41 ❑ Holding Tank 120 Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 130 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 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE G G v REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/dam/sq. ft.) (Min./inch) 1 ELEVATION 5 G CJ S / 1 Feet Feet VII. TANK CAPACITY Site in allons Total # of Prefab. Fiber- Exper. INFORMATION New lExisting Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tanks strutted Septic Tank or Holdin Tank 2 00 ( 4 w t tC '7~~ n LL1 1 7 F1 ift Pump Tank/Si hon Chamber G 0 V VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plu is Signature: (N tamps) AMIMPRSW No.: Business Phone Number: Sck.n t GG'~/G 9ls- Plumber's Address (Street, Ci , State, Zip Cod . g''GG 4i, 116 *.o h 4-A&U cr/ v / /le av.'s src/G 2 Ss IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date ssue Iss ' g Agent Signatur tamps) Approved ❑ Owner Given Initial o Surcharge Fee) Adverse Determination tU ~ -(Q 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 INSTRUCTIONS s 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SBD 6299) to be submitted to the county prior to installation. 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety & Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. Il. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is Public, check all appropriate boxes that apply. IV. Type of permit. Check only one in line A. Completer line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested in ##1-7. VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this sys?lem. Check experimental approval only i tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/Department Use Only. X. County/Department Use Only. Complete plans and specifications not smaller than 8'/2 x 11 inches must be submitted to tie county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; we'ls; water main ,/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorptior systemE; rept icernent system areas; and the location of the building served; B) horizontal and vertical elevation re`ererce paints; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soi' absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. - - - - - - - - - - - GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater, ground- water contamination investigations and establishment of standards. SBD-6398 (R.11/88) I STC - loo This application form is to be completed in full the owner(s) of the property being developed. Any inadequacies will only result in delays of the development be intended for resale e bytowissuance. s ner/ ontr chtor C d 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-recordin-------------------------------------------------- Owner of property t7 4 Location of property ~ 1 /4 t~411 /4, Section T, 2,~N-R~W Township J' Poe, 'A Mailing address ZOL Address site 2 3 C R. 0 / Subdivision name Lot no. Other homes on property? yes No Previous owner of property Total size of parcel Date parcel was created Are all corners and lot lines identifiable? t, Yes No Is this property being developed for (spec house)? Yes vNo volume and Page Number of Deeds. as recorded. with the Register INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER NUMBER & THE SEAL OF THE REGISTL:R OF DEEDS. VOLUME AND PAGE certified survey, if available; ,would be helpful so asd to ovoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. 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 the property described in this information form b e owner(s) of warranty deed recorded in the office of the County virtue of a Deeds as Document No. y Register of own the proposed site for the sewage~d sp salt (we) ) presently or I (we) obtained an easement, to run the above described the construction of said system, and the same has been duly o recorded in the office of County Register of deeds as Document No. Si nat a of Q~Jica t - F -ap 1 Date oL Date o/1, LS1`c A ure ssd_,:Patricia„ LoRe~!a ~ ~ I i ...........-..........mwti.a •Msrx..j4.AMY...»............» enrrayt ; asrwia ,e 915 Daasz- { eaww"I ..a. y St, .Croix........--•..... a 4 "tam In i . I t tdMwias iweribtl 140, tt Rya: Tat laud me: 1 stow s NE}NW}. Y. Sec. 5-T29N-R15W. This i s not. Iwtaat"d Property. s (is) (is not) Exception to warranties: Existing highways, easements and rights of way of record. e November 19.89 Dated this 17_. - day of rev, (SEAL). Roen H... _ (SUL) . (SEAL) Patricia Loney AOTSZ;XTICATIOIN ACKNOWLEDGKNNUT STATE OF WISCONSIN w . sweatart(t1 S t . Cro ix... .......County. z peesgX.q carne before sat this ...17.......ft a>~td We .-......dq t[.._..» ls...... .K f m D e ~ 9.. tM antra . SJ 4.~.~,~}y _ . . k tiTI,E. IL=ILZ;id1 Il'PATE •/11t OT WISCONSIN - ..vi Rift to I" be t he ..A.... t s ~~~JJJ Jam' ku U, SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER_ Inct J- Mont ~a 6-eel ADDRESS:- 223? 22"' d c& kx se A 44-C FIRE NO: LOCATION: 1/4, /h/ 1/4, SEC. T_~J N-R_Z~ W, TOWN OF: _,Sp,?* 41 ST. CROIX COUNTY SUBDIVISION: LOT NO. N~/L 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 to help with the cost of the 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 system properly maintained. The property owner agrees to submit to the 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 from 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 DNR. Certification form must be completed and returned to the St. Croix County Zoning officer within 30 days of the three year expiration date. SIGNED: DATE : ` St. Croix County Zoning Office 911 4th St. Hudson, WI 54016 SAFETY & BUILDINGS DEPARTMENT OF REPORT ON SOIL BORINGS AND DIVISION IN[rUSlpfty, P.O. BOX 7969 LABOR ANCr PERCOLATION TESTS (115) MADISON, WI 53707 HUMAN RELATIONS (1-163.090) & Chapter 145.045) LOT NO :BLK. QJ LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: SUBDIVISION NAME: COUNTY: OWNER'S BUYER'S NAME: MA ING ADDRESS: S -ern' /Y~ r re7 ° 27-1{97 1*,-2 Xh, 5517- D TES OBSERVATIONS MADE USE (PROFILE DESCRIPTIONS: ER OLATIOTESTS- NO. BEDRMS : COMMER IAL DESCRIPTION: brNew Replace Residence Ja - /O 1 RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN 120 STEM-IN-FILL HOLDING TANK: RECOMMENDED SYSTEM:( ptional) M [RU ENS ❑u [Is .mu SY] S mu ❑s ®u If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s.H63.09(5)(b), indicate: / V n Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL D PTH TO GROUNDWATER-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.) Ile? 1,3s /4 x 13 Of zti"Fm B- A- B- ~ P; B- B- B- TESTS PERCOLATION DROP IN WATER LEVEL-INCHES RATE MINUTES TEST DEPTH WATER IN HOLE TEST TIME PERIOD 2 PER PER INCH NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 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. SYSTEM ELEVATION E c t t ~ t ~ t / " .....E € i _ t m y t t t ~ N . [ t } I i I, 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. NAME (print): *WEE ETED O MBER: PHONE NUMBER optioADDRESS: 7/5- 514106 DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. - OVER - DILHR-SBD-6395 (R. 02/82) ,1 INSTRUCTIONS FOR COMPLETING FORM 115 - SBD - 6395 To be a complete and accurate soil test, your report must include: 1. Complete legal description; 2 The use section must clearly indicate whether this is a residence or commercial project; 3. MAXIMUM number of bedrooms or commercial use planned; 4. Is this a new or replacement systern; 5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL. OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 6. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; 7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing to scale is preferred, A oarate sheet may be used if desired; 8. 'ce sure your benchmark and vertical elevation reference point are clearly shown, and are permanent; 0. C e all appropriate boxes as to dates, names, addresses, flood plain data, percolation test exemp- c , propriate; 10. If information (such as flood plain, elevation) does not apply, place N.A, in the appropriate box; 11. Sir;,.i the form and place your current address and your certification number; 12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION. m -'EVIATION FOR CERTIFIED SOIL TESTERS Soil Separates and Textures Other Syrnbols st - Stone (over 10") BR - Bedrock cot) Cobble (3 - 10") SS - Sandstone gr - Gravel (under 3") LS - Limestone *s - Sand HGW - High Groundwater cs Coarse: Sand Perc - Percolation Rate med s - IV >lium Sand W - Well fs F r d Bldg - Building is - ry '-and > - Greater Than *sI Loam < - Less Than *l - L Bn - Brown *sil - Silt oam BI Black si - Silt: Gy - Gray *cl - Clay Loam Y - Yellow scl - Sandy Clay Loam R - Red sicl - Silty Clay Loam mot - Mottles sc Sandy Clay wl - with sic - Silty Clay fff few, fine, faint 1x c - Clay cc - common, coarse of Peat mrn Many, medium m Muck d distinct 13 - prominent HWL - High water level, Six ge. -al soil textures surface water for. waste disposal BM - Bench Mark VRP Vertical Refere 5 TC THE OWNER: ret; r , rtnn in securir a sanir ,r v county the Depat nent rnay request C.l rmrt A c~, -o~qp , S<,r r-r th private to lot (1p, to ed at i tart of r , .i i f b a A c 3 W N Q~ C!, o o Q ~ • cC J ° J 3 t'f V b\ O ` ~ ~ Se ~ o o n Vt (b 0 o A .o 0 O • n ~ V1, n ~ s co o N 0 3 i u 3 to n p W ~ q ~ Nei r SAFETY & BUILDINGS DIVISION i I State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL, Western Regional Office 2226 Rose Street LaCrosse, Wisconsin 54603 WEGERER SOIL TESTING & DESIGN Owner: MARK GRAY BOX 74 2933 72ND ST RIVER FALLS WI 54022 WILSON WI 54027 RE: Plan Number: S92-40675 Date Approved: July 28, 1992 Gallons Per Day: 600 Date Received: July 23, 1992 Project Name. GRAY, MIKE Location: NE,NW,5,29,16W Town of SPRINGFIELD 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 two 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 82 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) 785-9348. 9 Sincerely, N e? 91 -0 Lh GRD M. SWIM ' n O Section of Private Sewage z Division of Safety and Buildings PPP039/0009n/42 - N cc: MARK GRAY Private Sewage Consul E ~ S B O 8427 1 R. 01 9 U ►`F ► Page 1 of 6 MOUND SYSTEM FOR A BEDROOM RESIDENCE LOCATED IN THE )~E- 1/4 OF THE NW 1/4 OF SECTION S T Z9 N, R 14 6 W, TOWN OF S p 9_tN G F ! L p , 51-- C~ _COUNTY, WISCONSIN . INDEX PAGE 1 of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW-CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR M 14R Yc GRAY Z 9 3 3 -z, nA ST. wt`.SO~, wl s4oz~ i PREPARED BY S C3 I L TEST I P4 C9 WEC-.EFREFZ ! ~,e~®~ecsnee~' b AND opi 4 :e P.O. BOX 74 421 N. MAIN ST. ' ARTMIR L L' RIVS FALLS. NI 54022 ® K'ecsREq S D-91: P 715'425-0165 6LLSM'OFTM, wr. s _ • ..MNN• •olove, eS eI eG eN 7 16 4L JOB NO. 97_ 148 PLOT PLAN Page -2-of Scale I"= 4o' ~t r zs' _-T•~y ~D Ei 0.3 m Th - -\11 8 31 1 Z`a0 ~4 5T: I '0 n , oo tiur Apr ~r ~ i oR D~s?vtt$ ~°fo i ~ t S R1t~rA I I D I 1 d N M 1 a cC e• 1 ' op a k~.110 LL O ~ BEi-,cW ~ARk 0 E., \OO.D ON Tap of ~J i/z' $L~kP►PE W-StbC Z"PVC Pipe. d wet-\- 30 ~OF Zy PVC F-10 t2Ctr Y-'1RtN ~Gl2pVtT\. i o S~rE SEWAGE SY o2t~~ 'f BDIZ-M SrEM ~ C~Es~orc~~ ;r . ULNAI fi; f.?; y, tJi t rYS 1,•: a,; p S Ull jtoa vdof 4`wt 11S1a3P~ c PvC OAF# 4" A~ EUf~i7li~GS 3 `'f''tJ1~;S NOTES : SICi G' 1. Elevations s ~e exi ting ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( Z required) 3. Install 4" observation pipes with approved caps. ( 2 required) 4. Septic tank to be Zoo gallon capacity manufactured by 4A ~Dw S S R.N g4E ckS r 5. Bench Mark SL-3',=t itr%Qu E P Lk N . c 7\4-__4- c.i Y- ny iii"A mniinA +-n Y-tv cram- ",nelinry at 1-ha >inhill GiIiA_ Page 3 Of (O Approved Synthetic Covering Distribution Pipe Medium Sand H IG Topsoil F Elev-. l~ Z. SO 3 E b y % Slope ~I 2'_ 2 %2 Force Main Plowed Aggregate From Pump Layer Undisturbed D V o Ft. Soil E 1.2 Ft. Cross Section Of A Mound System Using F o.8 Ft. 1 Trench For The Absorption Area G k. o Ft. A S Ft. H 1.5 Ft. B loo Ft. I ♦ 2 Ft. Linear Loading Rate= G•'O GPD/LN FT J 8 Ft. Design Loading Rate= O.•35GPD/SQ FT K to Ft. L 1z.o Ft. Alternate Position of Force Main W Z 5 Ft. L _ Force . , - - - - - -B K _ Main A. - - - - - - - - - - - DTs AT W oPPOs vrts Distribution Trench Of 2 - 2 2 ND Pipe Aggregate t ONSITE SEWAGE SYSTEM 'Observation Permane Pi (Anchopes INarke r Con"-, ff.,f' securely) i r i n ' tw r~~ 's.(', Y'Jz TRY, LABOR AAD t '!N RELATIONS disiON OF FF D DIN'S Mound Using I rench SEWCAh"S a Page -q Of .6 Perforated Pipe Detoll 0 End View Perforated End Cop) on~e~e PVC Pipe 1 • Ja~~ ,ofc ds Install permanent-marker at end of each lateral Holes Located On Bottom, Are EgaoBy Spaced V End Cop F,Ge SYSTEM SON PVC Force Moir. i * d`t ym F . "A j Distnoution Pi Lost Hole Should Be Next To End Cop Distribution Pipe Layout P 41-LS Ft. X _1-4 1 Inches y 14 2' Inches Hole Diameter ICI Inch Lateral 1!A Inch(es) Manifold - Inches Force Main " Z Inches # of holes/pipe Invert Elevation of Laterals WS-60 Ft. Place lst hole 21from tee with succeeding holes at L!Z" intervals.. Last hole to be next to the end cap. . PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS' PAGE S OF VC WT CAP y"C. I. VENT PIPE WCATHEK PROOF APPROVED LOCKING MANHOLE f r-T JUIJCTION SOX COVER WITH WARNING LABEL 25'FROM DOOR, I2"MIU. WINDOW OR FRESH AIR INTAKE I GRADE I 4"MIW. LL 9 8 S t I 10" MIW. COWDUIT 10"MINI. ~ 11~ IAlLE T _T PR " D E/ AIRyT' SEAL Cony'. ',u`~'~~d-ff~~ i v A I I APPROVED J01>uT A APPROVED JOIWTS ~ y Ill ALARM r+;ii„'s'jci Lt~11..~~ r 111% .y 11 t, D U~D1S I 1 icPP,E'~IfsCS1 1'1StotP ON C NCE I i CLEV. q= FT. SEE CORM PUMP OFF r 0 Sri. 9 C). Q CONCRETE BLOCK To APPRwf RISER EXIT PERMITTED ONLY IF TANK MANUFACTURER HAS SUCH APPROVAL ggDplµG SPEC.IFICATIONJS 005E TAAIK 1AAtJUFACTU0.CR. F1~~k1 Z~ ~F-irCAST NUMBER OF DOSES: 3' 9 PER D" . , TANK 51ZE: GALLONS DOSE VOLUME ALARM MMJUFACTURER: ~ELZ MQ SYSTLyS INCLUDINTa OACKFLOW: ZO$ GALLONS MODEL NUMBER: CAPACITIES: A= \SIJZINCHESOIL L4'0'1 GALLONS SWITCH TJPC' 1hNEIZc-l,Q.Ly 5 = Z INCHES OK S-4- C,►LLOL15 PUMP MANUFACTURER: ZQ~ LLLkEk CgJMTZ,AAJY C= 8 INCNES OR Zo% GALLOWS MODEL NUMBER: 163 D- 13 INCHES OR 33"a GALLONS SWITCH TYPE' I-l ~=-rm zy MOTE: PUMP AND ALARM ARE TO BE MIWIMUM DISCHARGE RATE 3Z•7~ GPM INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AND..DISTRIBUTIOW PIPE.. Zt-old' FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . • 2.50 FLET + 33 O FEET OF FORCE MAIN X 1.8ZFYo fCFRlCTIOU FACTOR.. b'°1 FEET + TOTAL DyWAMIC HEAD = 30"~3 FEET DIAMETER IWTERWAL DIMEN610N~t OF TAWK: LEW&TH 7~81't ta1';WIDTH ;LIQUID DEPTH -7f-Sil2w 1w. BOTTOM AREA - 231 _ GAL/INCH AS PER MANUFACTURER = 26.0 GAL/INCH _ ~~rs 6 of 6 HE CURVE 161,163 AND 165 SERIES TOTAL DYNAMIC HEAD/FLOW PER MINUTE" L EFFLUENT AND DEWATERING W 28 SERIES 161 163 165 90 FT. M. Gal. Ltrs. Gal. Ltrs. Gal. Ltrs. 24 80 5 1.52 106 401 61 231 61 231, MO EL 10 3.05 100 378 61 231 61 231 70 15 4.57 91 344 60 227 60 227 MODE- w 20 163 20 6.10 82 310 59 223 60 227 = 60 25 7.62 74 280 57 216 59 223 V 16 30 9.14 65 246 55 206 58 220 a 40 12.19 46 174 46 172 55 206 Q 12 50 15.24 21 80 33 125 51 191 } 60 18.29 15 57 43 161 la- 30- 101 43 MODEL 70 21.34 30 114 6 80 24.38 14 53 20 90 27.43 4 32 ,7b 100 30.48 10 Lock Valve: 56' 66' 87' 0 GALLONS 10 30 40 50 60 70 8o 90 100 110 ~14+1~- sx --I LITERS 0 80 160 240 320 400 FLOW PER MINUTE o 4%, Standard all models - Weight 77 lbs. - 20 ft. cord - % H.P. - - _,x • nx Nrr 161 MODELS Control Selection 0 rw 2-11% Wt(OR) Model Volts-Ph Mode Am Simplex Duplex M161 115 1 Auto 14.0 1 or l &9 - N161 115 1 Non 14.0 2or2&8 3or5&6 - D161 230 1 Auto 7.0 1 or l &9 E161 230 1 Non 7.0 2or2&8 3or5&6 T_ F161 230 3 Non' 3.0 2&4 3&4or5&6 'H161 200-208 1 Auto 8.2 1 &9- - '1161 200-208 1 Non 8.2 2&8 3 or 5& 6 'J161 200-208 3 Non 2.2 2&4 3 & 4 or 5 & 6 ,ea 'G161 460 3 Non 1.5 2&4 3&4or5&6 Standard all models - Weight 77 lbs. - 20 ft. cord - % H.P. 163 MODELS Control Selection s Model Volts-Ph Mode Am Simplex Duplex M163 115 1 Auto 14.0 1 or l &9 - N163 115 1 Non 14.0 2or2&8 3or5&6 D163 230 1 Auto 7.0 1 or l &9 - E163 230 1 Non 7.0 2 or 2& 8 3 or 5& 6 F163 230 3 Non 3.0 2&4 3 & 4 or 5 & 6 SELECTION GUIDE 'H163 200-208 1 Auto 8.2 1 & 9 - 1. Integral float operated mechanical switch, no external control required. '1163 200-208 1 Non 8.2 2&8 3 or 5 & 6 2. Single piggyback mercury float switch or double piggyback mercury float `J163 200-208 3 Non 2.2 2&4 3 & 4 or 5 & 6 switch. Refer to FM0477. 'G163 460 3 Non 1.5 2&4 3 & 4 or 5 & 6 3. Mechanical alternator "M-Pak" 10-0072 or 10-0075. 4. Combination starter. Refer to FM0514. Standard all models - Weight 82 lbs. - 20 fL cord -1 H.P. 5. See FM0712; for correct model of Electrical Alternator, "E-Pak". 165 MODELS Control Selection 6. Mercury sensor float switch 10-0225 used as a control activator, with "E-Pak" Mode( Volk-Ph Mode Amps Simplex Duplex alternator, 3 or 4 float system. D165 230 1 Auto 9.0 1 or 1 &9 - 7. SIMPLEX CONTROL BOX 10-0050, 115/230V, 1 Ph. max. 2HP use one (1) E165 230 1 Non 9.0 2 or 2 & 8 3 or 5 & 6 single piggyback wide angle mercury float switch OR two (2) 10-0225 mercury sensor floats for level control. F165 230 3 Non 6.6 2&4 3 & 4 or 5 & 6 8. Four (4) hole "J-Pak", junction box, for watertight connection or wired-in 'H165 200-208 1 Auto 10.7 1 or l &9 - simplex or duplex operation. '1165 200-208 1 Non 10.7 2&8 3 or 5 & 6 9. Two (2) hole "J-Pak", junction box, for watertight connection or splice. `J165 200-208 3 Non 7.0 2&4 3 & 4 or 5 &6 'No Molded Plug 'G165 460 3 Non 3.3 2&4 3&4or5&6 For information on additional Zoeller products refer to catalog on Combination Starter, CAUTION FM0514; Piggyback Mercury Switches, FM0477; Electrical Alternator, FMO486: Mechanical AM Nntagesan of eol,6ak prabdion and wking should be doaa by a fioauad qualified Alternator, FM0495; Alarm Package, FM0513; Sump/Sewage Basins, FM0487; and Simplex ekdrkian. AN I-,'-- I &W sakti codes ahotdd be I-1- ad kwkd" a■ asset 'National Control Box, FM0732. EleeW Code (!EC) and the Oam paamul Sakti and HoMs Ad (06144 RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. L 3280 Old NXWN Lane Manufacturers of... ze PL : Kea cky 40216 (502) 778-2731 QUALITY /~UMPB SNCE am ST. CROIX COUNTY Y~.»k WISCONSIN ~t (cixr _ ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 - (715) 386-4680 April 30, 1991 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 Dear Sir: An on site investigation of the Mark Gray property, located at the NE 1/4 of the NW 1/4 of Section 5, T29N-R15W, Town of Springfield, St. Croix County, revealed 24 inches of suitable soils requiring 12 inches of sand fill. Should you have any questions, please feel free to contact this office. Sincerely, James K. Thom on Assistant ping Administrator cj ~~I