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HomeMy WebLinkAbout034-1036-40-050 Q) 00 h 0 a ~ ~ o I C I i °o co N 0 - t~ a ° E `m o G N O o N v E Ci Y y7 co 3 cmo N C: X C W Y L C O U Y O N C O w v7 p)CD - ~O E O n 0 O C N C z 00 rn U O LL C _0 L O a)~r- (n 2i a > O O C O 3 v Z w Z cn £ O Z v a~i co C14 Z I'I a co c N O j C C9 N O Z d a N a' ca _ o N a, z 2 E -a o E ~ o N ~ ~ N C WIWI • c O 0 Z Z O co C - N M z (0 I' C) 0 al I U, E N H N 00. N _ d a) Q w J C O O T N 4) OI O o o a ° _ N Q o 6 F- F_ (n 0 01 6 Z N 3 0 0 0 11 z o • a a a a ►"i °cn w0) U to J U I~ rn rn (+V= ° N N O CA C W O E O ~p 0. 0 a) O C N N N E a y N `0 ;n Y a 'LS N N O M L E c 4) o • > , r~ coo a co co E u L O U) J N O z N 2 CIJ O ~ I CC r E ~ .Q ICI ~ a 0 0 CL 4) c ! riry + CIO + E i c U a 0 in 0 STC - 104 AS BUILT SANITARY SYSTEM REPORT ~~DMAR~51991 OWNER ~~°T Fc1C L, a,11 D Nom- .-yt REC~.1 ADDRESS C~ 7l /c~Jr9na C . CA)f S 13 SUBDIVISION / CSM# ~1DL roc ~z LOT # Z SECTION _T,29 N-R_ - W, Town of S Pee./rt~~ ~45-Z ST. CROIX COUNTY, WISCONSIN PLAN VIEW ..-u SHOW EVERYTHING WITHIN 100 FEET OF SYSTEMA i I ,fit P 18' y 8 , iZ• 'mod ' rf D sINDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: ALTERNATE BENCHMARK: BM: D~L"2 SEPTIC TANK / PUMP CHAMBER / rH LDING TANK INFORMATION Manufacturer: ~,Du~C 5 r w,1 T ! ,.Liquid Capacity: -Z2-en 7 Setback from: Well _ House Other d~,p ~7t4 &o?~ Pump: Manufacturer Model# r (IN Size Float seperation Gallons cycle: 1z:5-, y Alarm Location r 7 ,~~,,tet as,~ SOIL ABSORPTION SYSTEM Width: Length 401.1- Number of -r =mss + r~ Distance & Direction to nearest prop. line: Setback from: well: /B House Other ELEVATIONS Building Sewer ST Inlet: ST outlet: PC inlet PC bottom Pump Off Header/Manifold Bottom o system Existing Grade Final grade 3 DATE OF INSTALLATION: PLUMBER ON JOB: LICENSE NUMBER: 1 71, 1 INSPECTOR: -J ar7 3/93:jt I Wisconsin gepartmentof Industry, PRIVATE SEWAGE SYSTEM County: Labor and Human Relations INSPECTION REPORT ST- CROIX Safety and Buildings Division ` (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION - - 11 Permit Holder's Name: ❑ ity Li Village ❑_Town of: State Pla TANDHOLMI STEVEN NANCY CST BM Elev.: Insp. BM Elev.: , BM Description: Parcel Tax No.: 9 6 TANK INFORMATION ELEVATION DATA 9 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark '41 Dosing 7,50 : O, Bldg. Sewer Aeration Holding St/A Inlet TANK SETBACK INFORMATION St/ }fit Outlet 612V ' TANK TO P/ L WELL BLDG. AirI to ntake ROAD Dt Inlet S. y rl Septic f NA Dt Bottom s ' Dosing NA Header / Man. Aeration-- A Dist. Pipe j ` ld,67 Bot. System 99, _~3 40 Holding PUjVIP / SIPHON INFORMATION Final Grade O r+t ~oP o T. Manufacturer ~a d S errand , /Y~ ap ,r 9 t \ Model Number Q 5Ll~q ^ TDH Lift Lriction Syste~~' TDH11,e,,`~~Ft H Forcemain Length Dia. Dist. To Well >/,O' SOIL ABSORPTION SYSTEM BED/TRENCH Width , Length r No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 63 DI ~ ING Manu ac SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM CHAMB INFORMATION Type O h v_ . r / OR Num er: System: yK ollcl 7D Cq 7 5 - OR DISTRIBUTION SYSTEM a f old r Distribution Pipe(s) r rr x Hole Size x Hole Spacing Vent To Air Intake Length n(O Dia. Length !2_0 Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over J Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes E] No E] Yes ❑ No COMMENTS: (Include code discrepancies, persons prese t, etc.) LOCATIO14: SPRINGFIELD-1P>29-15W, CTY RD E P, o' Ian revision requir ❑ i'sa 0 Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signat re Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: + W Safety and Buildings Division SANITARY PERMIT APPLICATION Bureau of Building Water System! v~~■..A■'t 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707=7969 • Attach complete plans (to the county copy only) for the system, on paper not less County 5-~- Fpprevious % than 8 12 x 11 inches in s ize. • See reverse side for instructions for completing this application State Sanitary PerThe information you provide may be used by other government agency programs eck if revision tplication (Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION - PLEASE PRINT ALL INFORnIll TION 5 9 ' Propertty Owner, Name / per tL~ation AI c r~" 4 j4 v 1/4, S T , N, R E (or Property Owner's Mailing Addre Lot Number Block Number ~Q q9 7 C. CNu ber J~tae Z p Code Phone Number Subdivisi n Name or CSM Nu II. TYPE F BUILDING: (check one) ❑ State Owned It Nearest Road Village ,,o C Public 1 or 2 Family Dwelling - No. of bedrooms Town o fX* && I III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo 03 ~ -lo3 6 - 540 - 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 E] Campground 7 ❑ Merchandise: Sales/ Repairs 11 E] Restaurant/ Bar/ Dining 4 ❑ Church / School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/ Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1 KNew 2. ❑ Replacement 3, ❑ Replacement of 4, ❑ Reconnection of 5. ❑-Repair of an System System Tank Only Existing System Existing System - B) [unitary Permit was previously issued. Permit Number c* Date Issued a7 V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 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 Required (s . ft.) Proposed q. ft.) (Gals/day/ q. ft.) (Min./inch) Elevation et Feet t ~00 Fe VII. TANK Capacity Ste Fiber Exper. INFORMATION in gallons G lions Ta ks Manufacturer's Name Concrete Con- Steel glass Plastic App New Existing structed Tanks Tanks ❑ ❑ ❑ ❑ ❑ Septic Tank or Holding Tank ~v Cp C El ❑ El El ❑ Lift Pump Tank /Siphon Chamber Z J ~ VIII. RESPONSIBILITY STATEMENT . I, the undersigned, assume responsibility for installation of the onsite se ge system shown on the attached plans. Plu 's ame: (Print) Plu b 's Si9 (0 67L n ture: (No tamps P1 PRSW No.: Business Phone Number: Zr l ~0 r Plum is Address (Street, City, S te, Zip Cod IX. COUNTY / DEPARTMENT USE ONLY Disa roved Sanitary Permit Fee (includes Groundwater ate slue Issuing A nt Sig re (No am 1-1 hp Surcharge fee) Approved ❑ Owner Given Initial J)J Adverse Determination X. CONDITIONS OF APPROVAL / REASONS OR DISAPPROVAL: SBD-6398 (R. 05194) DISTRIBUTION: Original to county, One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a 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-6399) 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 and 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. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwel°ing. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete 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 for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new/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 system. Check experimental approval only if 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 8 112 x 11 inches must be submitted to the 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; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; 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 soil 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 contamination investigations and establishment of standards. i I SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations October 9, 1996 401 Pilot Court, Suite C ! Waukesha WI 53188 WEGERER SOIL TESTING 421 N MAIN STREET PO BOX 74 S~; i' RIVER FALLS WI 54022 z0w1NGoFr-,L;L RE: PLAN S96-51495 REVISION TO PLAN S96-50903 FEE RECEIVED: 60.0 LINDHOLM, NANCY NW NE 16 29 15W TOWN OF SPRINGFIELD COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. - The approved changes will become an addendum to the plans previously approved. All other portions of the installation shall conform to the original approval. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. SHDA-7997 (K. IN94) SAFETY & BUILDINGS DIVISION 1 State of Wisconsin Department of Industry, Labor and Human Relations WEGERER SOIL TESTING Page 2 October 9, 1996 PLAN S96-51495 Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Si rely, J is A. Lewis Private Sewage Plan Reviewer Section of Private Sewage (414) 548-8638 (M-Th) 6:00 AM--4:30 PM SHDA-7987 (M. 10/84) Page of 6 MOUND SYSTEM FOR A BEDROOM RESIDENCE LOCATED IN THE NW 1/4 OF THEN 1/4 OF SECTION 6 T Zq N, R 1S W, TOWN OF ~~~IUGt={~,~} , 2'7. (_,wi.x COUNTY, WISCONSIN. INDEX PAGE l '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 PA GE 6 of 6 PUMP PERFORMANCE CURVE PRIk4'-;TE SEVV PREPARED FOR F ,d•, tr Sl-I~EUQ--r Arils bt f.,►f3t OF . Sttr "EE Sfi'Of~f1`NCE PREPARED BY ~~p,CA9lcA~~ WE(BEEREF2 SO I L TESTING { t a c^ AND.' a DES 2 (3M S~i~V I CE ``y: Qt F.O. BOX 74 421 N. 11AIM ST. ` E. RIVED. FnUS. Vi 54022 715-4255-0165 RECEIVED 4-30-q6 0 C T- 2 1996 S 96 - 51 4 to 5 zqr r., „ JOB NO. - I PLOT PLAN Page , . Z o€' Scale 1 qp' o• Uri Tb S`C~{ `Za C~ - CAr. tn1 S 3.14 tr- --1-) 7 ..1 rN ~ - T n 0 (U ~9V t 3 QV3 'S'OF y'Save S- P ~1.9g 6 B-3- l _ -2 S"JF Z.vpl~C F,►~, j ZS-- 2q' , 'f~ l Y J= I /fl o N I ~v 1 d E.aq S D o r~oT 29' gr'► - ~t . 1.00. O o N 11~f3 C1' ~i 91y` D1 oR D1S1vRg q \A ~6H Pi. `S~` L S ~'rR L`A P v C P t p E 6j/C M4 ~oT'TOI-~ OF B~ ~ S-96. 514 9 5 NOTES: ~~ZU1C. Pt?o~ Y'1 L IvE ZIg'f - 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( required) 3. Install 4" observation pipes with approved caps. ( Z required) 4. Septic tank to be \Z-O O gallon capacity manufactured by 5. Bench Mark Pn3ovt 6. Divert surface water around mound to prevent ponding at the uphill side. Page _3Df b Approved Synthetic Covering FIrs--`N1 c 33 Distribution Pipe Medium Sand Topsoil . F Elev. 104 6~ , 3 b 3 % Slope Bed Of 2M- 2"2 Force Main Plowed Aggregate From Pump Layer D N-T3 Ft. Cross Section Of A Mound System Using E Ft. A Bed For The Absorption Area F Ft. G l Ft. A S Ft. H I- S Ft. Linear Loading Rate=9.5ZGPD/LN FT B 63 Ft. Design Loading Rate=WASGPD/SQ FT I \3 Ft. J 8 Ft. K 10 .3 Ft. ~ L 83-a Ft. Fot tee- P4a r~--- W Z. Ft. L Observation Pipe 7 r-- F- A I - - - I.----- W o I Force Main tz h ; o Iii %s `CE Distribution Bed Of 2 - 2 2 Pipe Aggregate I Observation Pipe Permanent Markers (Anchor securely) 596..5149 Plan View Of Mound Using A Bed For The Absorption Area Page Of Perforated Pipe Detail / 0 End View )Perforated End Cop PVC Pipe Install permanent marker ` at end of each lateral Holes Located On Bottom, Are Equally Spaced Q S PVC Force Main i PVC Manifold Pipe Distri ution Pipe Lost Hole Should Be Next To End Cop End Cap P Z'- S Ft. Distribution Pipe_ Layout S 3 Ft. X 6V Inches ~ Y ~ Idnches Hole Diameter "Y Inch Lateral 1 Inch(es) Manifold Z Inches Force Main Z. Inches # of holes/pipe Invert Elevation of Laterals Ft. Place lst hole 3-ZLffrom center of manifold with succeeding holes at 6Wlintervals. Last hole to be next to the end cap. 6, 96 - 5114 95 ' PUMP CHAMBER CROSS SECTION AND `SPECIFICATIOUS ' PAGE S OF ~o VENT CAP 4'C.1- VENT PIPC WEATHER PROOF APPROVED LOCKING MANHOLE 10' FROM DOOR. JUNCTIOW BOX • COVER WITH WARNING LABEL WIMOOW OR FRCSH 12~MIU. AIR INTAKE GRADE ' ` ~ 18" MIIJ. COWDUIT 18"MIN. IMLET PROVIDE I AIRTIGHT SEAL 7 I ~ i I t APPROVED JOUJ7 A Tank construction shall comply I III APPROVED JOINTS with ILHR 83.15 and ILHR 83.20 i ICI I ALARM 0 ) II i I I C ON I I - ss I LLEY. az . FT. PUMP - OFF O gZ. `-7 COWCKETE BLOCK1 3" APPRwED - RISER EXIT PERMI1fE0 OIJLy IF TAWK MAIJUFACTURE:R HAS SUCH APPROVAL 1 gE00iµ~ SPECIFICAT10KJS -L DOSE TANkI `M~bw~5 1~ TAK MANUFACTURER: SST NUMBER OF DOSES: 3 PER PER DAU TANK SIZE: SD GALLOWS DOSE VOLUME z ALARM MMJtJFACTURLR: S'am' ~ ~0 S-1S1 S INCLUDILIG 5ACK►LOW: GALLONS - AODEL WUMBER: O \ ~y1j~ CAPACITIES: A= WCHES OR L 2 9 CALLOUS SWITCH TUPE: ~2CV~Z Lr Z 32 0 9 = INCHES OR 4LLOIJ5 PUMP MANUFACTURER. C=_Z-IIJCHES OR 1bS.•~ GALLous MODEL NUMBER: Litt y D= -7- INCHES OR Nl~, S GALLOAIS SWITCH TYPE: W1 117~ C~1Z MOTE: PUMP AW ALARM ARE TO bE MIWIMUM DISCHARGE RATE -L'a GPM INSTALLED ON 5EPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AUD_DISTRIBUTION PIPE., 8--S FEET + MiMIMUM NETWORK SUPPLY PRESSURE . . , , , . , 2.50 FEET f , S FEET OF FORCE MAIM X 1' ` I Fjp frFRICTIOU FACTOR. ''Z) FEET TOTAL DtJUAMIL HEAD = \1'01 FEET L 96 - 514 C~ 5 DIAMETER - INTERNAL. DIMENSIOW~ OF TAWK: LENGTH ;WIDTH --;LIQUID DEPTH BOTTOM AREA - - 231= GAL/INCH AS PER MANUFACTURER - ~q•S GAL/INCH b6/l 9Lt£~I TOTAL HEAD IN FEET O cn O Cil N Ul 0 O o o ~ 0 N ` O m O D N D w C7 ° N D H O D ~ n n H O r H O m m Z ° N (nn o N H ~ Z ° C -i E-, J m Z O C N O m OD O CSI N O CO O .w rn O O O O - N (4 P U1 0) ~I CO co TOTAL HEAD IN METERS Safety and Buildings Division Bureau of Building Water Systems ~.■~r.r. SANITARY PERMIT APPLICATION 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8112 x 11 inches in size. ~9 T~ ` x.01 X • . See reverse side for instructions for completing this application State Sanitary Permit Number 'S `74 6-17) 9o~ The information you provide may be used by other government agency programs Check ill revision to previous application (Privacy Law, s. 15.04 (1) (m)I. State Plan I.D. Number 1. APPLICATION INFORMATION- PLEASE PRINT ALL INFORMATION Number q33 L2 Pro rty Owner N me roperty Location 2 ? , N, R E (or ~~,F 1/4 1/4, S T Property Owne 's ailing Addr Lot Number Block Number a ~ City, State e ip Code Phone Number Subdivision N e or CSM NumberA Z II. TYPE F UILDI : (check one) ❑ State Owned O VII!t(age ~TNearest Road E] Public 1 or 2 Family Dwelling - No. of bedrooms C .mow, Town o III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) .3 ril r 4D - r 1 ❑ Apartment/ Condo 0 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. rZ New 2. ❑ Replacement 3. Replacement of 4. ❑ Reconnection of 5- ❑ Repair of an System System Tank OnlyExisting System _________Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 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 Required (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) Elevation Ole) 6 Sa A4' /60 Feet /0/, Feet -.qz It/ VII. TANK Capacity Total # of Prefab. Site Fiber- Exper INFORMATION in g Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App New Existing strutted Tanks Tanks / '1 Septic Tank or Holding Tank /2SM I e: S,O ❑ ❑ n 1:1 1:1 Lift Pump Tank /Siphon Chamber ~-V -V 1r u VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plum is Na e: (Print) Plumber's Signature: (No Stamps) //PRSW NO.: Business Phone Number: Plumbers Address (Street, Cit , State, ~~p Co r Z e_ c t,l~is .b ~`JZ S IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate I sue Issuing Agent Sign tur o Stamps) Surcharge Fee) A Approved ❑ Owner Given Initial `/L gcD7 IA ate d~4 Adverse Determination T X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD-6398 0C 05/94) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Divi ion, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a 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-6399) 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 and 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. II. 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 on line A. Complete 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 for numbers 1 through 7. VII. Tank information- Fill in the capacity of every new/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 system. Check experimental approval only if 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 1/2 x 11 inches must be submitted to the 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; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; 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 soil 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 contamination investigations and establishment of standards. SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations July 12, 1996 401 Pilot Court, S 9 Waukesha WI 53 WEGERER SOIL TESTING 2 5 `3 421 N MAIN STREET s' c PO BOX 74 alNTY'~,z RIVER FALLS WI 54022 ~~ZGvVNG~F` RE: PLAN S96-50903 REVISION TO PLAN S95-50884 FEE RECEIVED: 60.00 LINDHOLM, NANCY NW NE 16 29 15W TOWN OF SPRINGFIELD COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. - This approval does not include a review of the structural stability of this tank. Consequently, a condition of this approval is that this tank be designed to withstand the pressures to which it will be subjected. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. SHDA-7897 (ft. 10/94) 1 SAFETY & BUILDINGS DIVISION } State of Wisconsin Department of Industry, Labor and Human Relations WEGERER SOIL TESTING Page 2 July 12, 1996 PLAN S96-50903 Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sin rely, r ulia A. Lewis Private Sewage Plan Reviewer Section of Private Sewage (414) 548-8638 7:45 A.M. 4:30 P.M. SBDA-7997 (K. 10184) Safety and Buildings Division v~E'n i SANITARY PERMIT APPLICATION Bureau of Building Water System! 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8112 x 11 inches in size. 5-L . lire) l • See reverse side for instructions for completing this application State Sanitary Permit Number The information you provide may be used by other government agency programs ❑ Check it revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATION Property Owner Name Pliroperty t p, lu t/4 ,CJC 1/4, S Tv119 , N, R ~E (o Property Owner's Mailing Address Lot Number Block Number c2 9,~-2 w eF Ci State Zip Code Phone Number Subdivision ame or CSM Number GGcx-o a) oe s © a (7 rr)?7Z G 8 ltd G ~o A.: II. TYPE F BUILDING: (check one) El State Owned E] ity ❑ VIl age Nearest Road Public 1 or 2 Family Dwelling - No. of bedrooms own o ILIVV III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo O 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor, Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. New 2. E] Replacement 3. E] Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System SystemTank_Only___ Existing System Ext-----System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 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 Required (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) Elevation cQ (0o --5-0 e_( -105-0 le q-5- /00 Feet L/6 r S-Feet VII. TANK Cap city gallons Total # of r Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturers Name concrete Con- Steel glass Plastic App New Existing structed Tanks Tanks Septic Tank or Holding Tank o?6e.) ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber 110.6,0 06 e) L_~ C ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATE-MENT I, the undersigned, assume responsibility for installation of the onsite se age system shown on the attached plans. Plumber's Name: (Print) Plumbe 's Signature: (No Stamps) M PRSW No.: Business Phone Number: Plum r s Address (Street, City, St e, Zip Code - h A LC C C~ISr .J~ U r, S P_ (D 0 IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved San ry Permit Fee (Includes Groundwater ate Issued Issuing Ag nt Sign ure (No S Surcharge Fee) Approved ❑ Owner Given Initial Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: Air SOD-6398 (R. 05/94) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Divr ion, owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration (late, and at a 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-6399) 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 and 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 on line A- Complete 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 for numbers l 'through 7. VII. Tank information. Fill in the capacity of every new/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 system. Check experimental approval only if 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 1/2 x 11 inches must be submitted to the 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; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; 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 soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. --------------------------------------------7-------------------------------------------------------- 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 contamination investigations and establishment of standards. Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3 Labor tM Human Relations Division of Safety & Buildings in accord with.fk* P i'05; Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 1 ' es'n siz Plan m e, but PARCEL I.D. # not limited to vertical and horizontal reference point (BM), ectiof slo e, dimensioned, north arrow, and location and distance t' neareskroad. REVIEWED BY DATE APPLICANT INFORMATION-PLEASE PRINT ALL INFORM TA61, ,ice PROPERTY OWNER: \4\A20-1"3 'P\-VLM S , ) ~JC.A TION 3 YAe 1...11j~`L~OIt'~, 1/4 WEF 114,S I~ T 7-01 N,R 1S E(or)t PROPERTY OWNERS MAILING ADDRESS OCK # ]-UBD. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBE ❑VILLAGE WOWN NEAREST ROAD L bbw-~1\, W~ Sk1-11,13 CIIS) 83Z_ ~16~ SPZt/v5 FLE1-b a-` A ' C" [>q New Construction Use [,A Residential / Number of bedrooms ~ AdditiQn to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 60o gpd Recommended design loading rate r 3.14S bed, gpd/ft2 - trench, gpd/ft2 Absorption area required Sao bed, ft2 S oo trench, ft2 kWmum design loading rate o _ S bed, gpd/ft2 0.6 trench, gpd/ft2 Recommended infiltration surface elevation(s) t moo, U ft (as referred to site plan benchmark) Additional design/ site considerations f'l ovt.Az.. L ,,j/ $ 'Y- 63" S45.). " / I h u" I oF- Stl A-AZ~, Ft t_t_ Parent material S-0- M 5Eb m lav'r ou em e l -TtILL Flood plain elevation, if applicable tJ3 - ft LUS = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK ❑ S RU = Unsuitable foEl S IRU ®S ❑ U El S ®U El S [dU ❑ S LaU SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GP-D/ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Bounclay Roots mclr~ \Z-t9 Ground 3 19 -32 l O 11 R 316 elev. cz C 1 - _ - 94 . Ie ft, 3Z -51 1 ~ ~1 R 3 / b S `1 tZ- ~f Depth to limiting factor 3Z" Remarks: Boring # -zL z - s \ Z `F S blrc V~ v S 3 v o.S o. o. L Z Z q--2S LbKR316 Sl\ ZS Ground C2 S ~1- s`j y't 1 elev. 32-vjp IOY R. (I It, SLiQ Sl/` C C~ 99 5 ft. Depth to j limiting factorS Remarks: CST Name:-Please Print Arthur L. We erer Phone: 715-425-0165 dress: egerer Soil Testing & Design Service-P.O. Box 74 River Fal1s,WI 54022 Date CST-Number- Signature. 9S-1Sc0. jggS 1 00576 L- 4"-Vb f` :2~ PROPERTYOWNfR SOIL DESCRIPTION REPORT Page? of PARCEL I.D. # Boring Depth Dominant Color Mottles Texture # Horizon Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Treridi o-LO ~o"1R Z/~ - 5'1 Z`~Sbk vhv'$~ TLQ o•S o.6 ti Z 1o zs tio~c~ z!f _ s 2 S ~h >n v- ~w 1 vS Ground 3 2343 111 `2 ti 3/L 3 1 I Z`~ S bk VK CS O; S o. ~ elev. CM.(- ft, yo,so IWIR 316 ~t ~fz~,flt. c.l Ovn Depth to limiting factor~ Remarks: Boring # - - '.Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: , Boring # Ground elev. ft. ;Depth to !';limiting factor Remarks: Page 3 of PLOT PLAN 3 SCALE 1"= 40 ' o- Ll la S`M VZ-S J JYL U 4 n F C $r w , ~A J O u°m m o a , 3 29 e~ qg s" o tr 0 w bo ~~T eo►~:P Y1~-r / ~ 02 O\aYvCt,$ / 'VMS ItirA Q} J B.t ~ p 4 i 29, c~.98'!~ s.z et9q S zg.~-~..~o~.o oN q'~~~16N~ 3)V.D.i~• PVC P i p F w /C!I'R-! SL-) Ot= 1 Ot~M~ . / ; Np 1°tPP~~k. PAP `r`l Li vi g5_~SV ~ UNL 3, t`~`15 (715 ) 425-01 6 M00576 CST # CST Signature Date Signed Telephone No. Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page____ of 3 Labor and Human Relations Division of Safety & Buil inys in accord with ILHR 83.05. Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but PARCEL I.D. # not limited to vertical and horizontal reference point (13K, direction and % of slope, scale-or dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: \ t LN 1tjt3 F-P~-RL I S ) ))o Q . PROPERTY LOCATION 1--.1 f j blit A 6eVT-.~ NW 1/4 WE 1I4,S I ~ T Z. of N,R 1 S E (01`0 PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 6g1,Z) Sf~l xD`f R bGIE L-Nt t - sry 1 % 1 CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE WFOWN NEAREST ROAD L~o~~1 wl SQ\-1 (-,IS) nz- L16~~ S~ZI>vG FLQMLD o v` A pq New Construction Use [A Residential /Number of bedrooms [ ] Addition to existing building j j Replacement [ ] Public or commercial describe Code derived daily flow boo gpd Recommended design loading rate o -11S bed, gpd/ft2 - trench, gpd/ft2 Absorption area required Soo bed, ft2 -Soo trench, ft2 Wo)dmum design loading rate °-S bed, gpd/ft2 0- 6 trench, gwl? Recommended infiltration surface elevation(s) T Z!, 1~~ • O It (as referred to site plan benchmark) Additional design / site considerations 1'1 ovt.-a w / $'Y- 6 ,8th • M I J~ ~1h ux.l I OF- SflAA,-) R Lc . Parent material s, 0-`CLt. S~ 11h ay kZil, C ,-X -N%\,L Flood plain elevation, if applicable N • K - It S =Suitable for system CONVENTIONAL MOUND IN-GROUND PRESS AT-GRADE SYSTEM IN RLL HOLDING TANK U = Unsuitable fors stem El S [$U ®S El U El S ®U URE E] S C2U ❑ S Gal.) ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed rerldt rxa;'v >x.<~: a.>:>:s; 0_ ~z 10 `t ~z l z - s j r Z is lpk o s o. b z 12-~9 ~o`-ttz ~!!z - s11 ZmsUk w,'~Ir- ~ lvf o-S o.6 Ground 3 19-32 1 z `i R 3!6 S I Z`~S ~k C►v o~S n- 6 elev. Q 1. It 32 -S ] 10 `1 tL 316 CS `l tL Y A. Depth to limiting 3Z" Remarks: ~b ~t CZ zL 2 - s 1 Z `FS blrt wi v Qtr. it S v o .S o. Boring # h S r'-.9 4C l+► S v Z Z 9~2S bu`~R316 - gl, Z sb 1-. L 1 o_So• \~:t Yri 3 zs-3 ~b~tZ316 sKR. ~1~ - Grou elev.nd 3z_~{o Ir~-YIZ vl/ sL, ~L sal(; 99.5 ft I Depth to j limiting factor ZS" L Remarks: CST Name: Please Print Arthur L. We erer Phone. 715-425-0165 dress: , egerer Soil Testing & Design Service-P.O. Box 74 River Falls WI 54022 Date- F C&T:tum Signature: c_~src7~ 3~ 1`~~S M005'76 PROPERTY OWN" SOIL DESCRIPTION REPORT Page? of 3 PARCEL I.D. # r Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft },,4{=..=..ry.., in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench o-lO ~~`1.R Z./1 - S~ 1 Z`Fsbk w~v`~t-- c~•w 3~~ o.S o.~ 0 ZS l by R Z Z 1 ! - s~ I Z S ~h v `4~r- ~w l v~ o. S o. L Ground 3 ZS-40 1%'t1?- Z`~ S bk ~>r cS o: S o elev. q,l3.~oft. 14p50 1R 3IL VIL w~J- ;Depth to limiting ,factor ~ Remarks: Boring # .yi}k==0:=4 ry ;Ground ?'elev. ft. :,Depth to limiting factor Remarks: Boring # Ground elev. ft. ;'Depth to limiting factor f Remarks: ;Boring # .ti..s;.....v. Ground elev. ft, 'Depth to ,limiting factor Remarks: P PLOT PLAN Page 3 of 3 r SCALE 1"= 40 ' D. Ll w t Tb SVtE `Z.a J J -11 p Y O 0 a2 oN ~ A ~ o ~y ri0 ~v ~ a o a 2q L1.9$ 6 3 ' v s" p _ P~ CT19~v~ H.Z S Z` g*~ - fit. too. p on, 6i4, 3)(4'bl 1. PVC P i p E t.,/UrN ~'o`T~,: ~ooSE ~ 3~ M" L~sT ZS' S~ or S(D d aw L R `I5 T400576 715 ) 425-ni 6:9 CST Signature Date Signed Telephone No. CST # i 5316`6 CERTIFIED SURVEY MAP LOCATED IN THE NW 1/4 OF THE NE 1/4 OF SECTION 16, T29N, R15W, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WI. • PREPARED FOR: VILLMAN FARMS, INC. (3) .O rc ~ a NOTE: BEARINGS ARE REFERENCED Ep i 04 THE (NORTH LINE OF BEARING). NE 5 1995 12 g JUI- Kp,THIEEI'IHWAISN r Rpgistet of ~ 5<• Croy Co., \ N 1/4 CORNER OF SECTION 16. (P.K. NAIL FOUND). UNPLATTED LANDS r NORTH LINE OF THE NE 1/4 u u NE CORNER OF SECTION 16. » (P.K. NAIL FOUND). S 890 09' 49" E S 89°09' 49" E 407.74' 438' N 89° 09' 49" W 2 117. 12 138. 94' 0 2 18. 30' o 219.5+/ - s 30' 208 - 189.44 s?\ S 89009'49"E 2 18. 30' LO S 890 09' 49" E 2 19. 56' ~s\s L OT I 437.86' \sa. : C 0, o 1.45 ACRES o MEANDER LINE Z Lp: N 63,328 SO. FT. - F -p Z; 1.23 AC. EXC. . 0. W. I- Q• w 53,5$4 FT.- N b) - - - j HIGHWAY S_ETBACKyj, J. O VENTSC ° _ LOT 2 ,((rr \ \ s~0 0 GF LLI: I°n a I DRIVE a (NJ - 3.4 ACRES \ m C~ :v F-; O ti 3.06 AC. TO MEANDER LINE 15 \ Q: 0 1 133,447 SO. FT. HOUSE 5 AC. TO M. L. EXC. R. O. W. ; D z' mo 124,245 $0. FT. \ :z b S 11047' 38"E 0 122.28' 1 N 89009'57"W 218, 30' O SETBACK FROM HIGH ` M WATER MARK. f75'!.-5 J) 1 Lc; 730 35' LOT I IS CREATED FOR THE 82.'1 S 14' 24"W 1 PURPOSE OF CORRECTING - ~b LEMS WITHIN In i AN EXISTING w DESCRIPTION. o LO J ryg~ vUL J ! S325340' 58" W O 2 ST. CRO(K COL*j i y z 195.09' e~ ~';Omprehensive Plartr & S 86° 49 35"W 218' Zoning and Q,~~Rllcca~ Parks Committi's UNPLATTED LANDS - }c DLL' SCR I PT I OIV A parcel of land located in the NW 1/4 of the NE 1/4 of Section 16, T29N, R15W, Town of Springfield, St.Croix County, Wisconsin, more fully described as follows: Corrmencing at the N 1/4 corner of said Section 16: Thence S89009'49"E along the North line of the NE 1/4 a distance of 138.94' to the POINT OF BEGINNING: Thence continuing S89009'49"E along said line 407.74' to the beginning of a meander line along Beaver Creek; Thence S32057'29"E along said meander line 270.10'; Thence S11047'38"E along said meander line 122.28'; Thence S73035'24"W along said meander line 82.14'; Thence S45040'58"W along said meander line 132.35' to the end of said meander line; Thence S86049'35"W 195.09'; Thence N00050'03"E 185.53'; Thence N89009'57"W 218.30'; Thence N00050'03"E 290.10' to the point of beginning. Contains 4.85 acres more or less, including all lands lying between the meander lime and the thread of the stream of Beaver Creek. Subject to C.T.H. "E right-of-way over the northerly 45' as shown. Also subject to any and all additional easements, right-of-ways or conveyances of record. SUF2V F-YOR. ' S C1✓RT I I 1✓ I, James M. Weber, registered land surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St.Croix County Subdivision Ordinance and under the direction of Villman Farms, Inc., I have surveyed, divided and mapped the above described parcel of land and that thialgtt~j correct representation of the boundary thereof. O ~ Dated this ~Z-",` day of 1995. JAMES M. James M. Weber S-1804 WEBER NELSEN-WEBER LAND SURVEYING s 18 SPRING VA ALLEY Revised this Z-9-1-day of JvvE , 1995. < Wis. f S~,,..U NOTE: THE PARCELS SHOWN ON TFIIS MAP ARE SUBJECT TO STATE, CL.L71~ RND H z cn . H 9 r ST C- 105 a H SEPTIC TANK MAINTENANCE AGREEMENT FA St. Croix County z d 9 H OWNER/BUYER /Ix.o 14e 14- K71 4 Fire Numberg~ ROUTE/BOX NUMBER CITY/STATE czcft)'L Wi; tit ZIP :f 0l3 PROPERTY LOCATION: /U CU k,1L, Section, Town of S~'/z/SIG D , St. Croix County, Lot number Subdivision Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance con- sists of pumping out the septic tank every three years or sooner, if needed, by a licensed se tic tank pumper. What you put into the system can affect the function of the septic tank as a treat- ment stage in the waste disposal system. St. Croix.County residents may be eligible to receive a grant for a maximum of 60% 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 veri- fying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if nec- essary), the septic 'tank is less than 1/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to H three year expiration. o z I/WE, the undersigned, have read the above requirements and agree to maintain the private sewage disposal system in accordance with H the standards set forth, herein, as set by the Wisconsin Depart- 'd ment 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 P.O. Box 98. Hammond, WI 54015 715-796-2239 or 715-425-8363 Sign, date and return to above address. 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. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Owner of Property Location of Property 14 XJ 1, Section T~N-R~ W Township 74) Mailing Address p~ jj,/ Address of Site Subdivision Name Lot Number Previous Owner of Property ~.c,~liG9na.rt~di7iyn,21 Total Size of Parcel Date Parcel was Created Are all corners and lot lines identifiable? Yes No Is this property being developed for resale (spec house) ? Yes No Volume 1124/- and Page Number 37 50 as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A Warranty Deed which includes a Document number, volume and page 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 description refer- ences to a Certified Survey Map, the Certified Survey Map shall also be required. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPFRTV OWNER CERTIFICATION I (We) cvLti6y that att atatemenU on thiz 6o&m cute t ue to the but o6 my (oun) knowledge; that I (we) am (ane) the owneA (a) o6 the pupeAty dea en i.bed in .thy inAoAmation AoAm. bu vi4tue o,( a wa4Aantu deed nPeandPd in the 0,l,lIr nX the r-no ar.+,c ncxnvcu rvn UVVUIVI CIV 1 IVV. J 1 H I t OAN Vr- VVIJVVIV01N r-UNIVI 4-1401 or! WARRANTY DEED ~oodr-- 5350 4 voi..1144 PAGE 7 REGISTER'S OFFICE Villman Farms, Inc., a Wisconsin corporation. ST.CROIXCO.,WI Redd for Record OCT 1 6 1996 conveys and warrants to Steven P. Lindholm and Nancy A. at 9:45 A. M Lindholm, husband and wife as survivorship marital property RE URN T p,0,g~I t. Croix Count S P' the following described real estate in S Y. 5 State of Wisconsin: Tax Parcel No:-3`~'~~" Part of the Northwest quarter (NWk) of the (NEk) of Section Sixteen (16), Township Twenty-nine (29) N, Range Fifteen (15) W, more particularly described as follows: Lot Number Two (2), Certified Survey Map No. 2962, in Volume 19 of Maps, page 2962, as Document #531676, Office of the Register of Deeds for St. Croix County. w This is not homestead property. (I&)- (is not) Exception to Warranties: Subject to easements, rights-of-way of record; if any; municipal and county zoning ordinances and conveyances for highway purposes Dated this 4th day of October 1 95 VILL FARMS INC.- (SEAL) (SEAL) President ~Z (SEAL) By: June Ringstad, Secretary AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ss. ( x County. authenticated this day of 19 Personally came before me this l day of LA- , 19 med T cnn Ri n4ctar1 . Pr i s Page 1 of 6 { MOUND SYSTEM ' FOR A BEDROOM RESIDENCE LOCATED IN THE NW 1/4 OF THE N ~-l 1/4 OF SECTION 6 , TtiLl N, R 1 S W, TOWN OF SP~2 L►UGt={ ~L1~ , S`~ . ~ j COUNTY, "ISCONSIN. IND PAGE l 'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN r. , PAGE 3 of 6 PLAN VIEW-CROSS SECTION; t.~G',c PAGE 4 of '6, DISTRIBUTION PIPE LAYOUtp PAGE 5 of 6\,,'," " PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE OFF qey yGi~' ~ PREPARED FOR Od U/Co/ ~i 9 A N~s9"~~~Vs viaoLl~~1,~r,1 S(4 ©l3 r PREPARED BY WEGEF:REF--z SC] I L TESTING AND DES I Ch! SEF?~! I CE h, 'p. ~ F.O. 001 74 421 K. KAIK ST. w CiLa'r„Ri}, f RIVER F&G. MI 54022 w'' 715-42`,t-016,`► 4 4 `l ISIS 4t-I~CrJ 13 ~Sluh~ ~f= ~ ~ S9s_sob8yj PfPP iLy t d 199"S , . JOB NO. G - 6 PLOT PLAN Page Z of Scale 1"= ' 0• LAO, w 1 Tb ~pPCCZ lJc~l. CAA. iN 5 3.14 tc- S`Clt ~,Za / y 7 J rN T $ 2 U t3 s o' M ~vl~ F)t. , 2S' F-►W-7 -T PA r o S p 60 of Z'4v C ~.wi , 3 L-L4s 6 o q 0 G? 44 Zs. xh G Zg. ' 98y J s.z EL.gg S A a i Zgti'1-tL.kOp.O ON .~l~ V C p t p E w /Lh•t'Yi / 1Ni~ m ~~ZnSC. ACzo1~Y`j t.tjvE' Zlg'~ _ _ _ NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( L required) -3. Install 4" observation. pipes with approved caps. ( Z required) 4. Septic tank to be VSb hSp gallon capacity manufactured by w ~ C ~u ~.t E 1~ Z.c V eT c COME3W "(NY-3 r -Is 16 :t 0 5. Bench Mark S f)sclVE 6. Divert surface water around mound to prevent ponding at the uphill side. i - Page Df _ Approved Synthetic Covering ~sT~t-t C 33 Distribution Pipe Medium Sand Topsoil G -J F Elev. Ib0.0 3 E " D b \ % Slope Bed Of 2M- 2 %2 (Force Main Plowed Aggregate From Pump Layer D N•T3 Ft. Cross Section Of A Mound System Using E ~-bl3'Ft. A Bed For The Absorption Area F b Ft. G V, o Ft. A S Ft. H 1• S Ft. Linear Loading Rate=9•SZGPD/LN FT B 63 Ft. Design Loading Rate=O.I-kSGPD/SQ FT I \3 Ft. Ji Ft. K 10 Ft. r%ILet-nate Position- L 83 Ft. F::. ee '4a W Z9 Ft. L Observation Pipe K _ 0 0 A I - - - ---~t W o--------------- Force Force Main Distribution \,,,Bed Of 2M- 2 2 Pipe Aggregate I Observation Pipe Permanent Markers (Anchor securely) : C lx 9 AFK ~y "'S AJS) Plan View Of Mound Using A Bed For The Absorption Area Page Of J. Perforated Pipe Detail / 0 End View )Perforated End Cop ~\cAi PVC Pipe 1 ° Install permanent-marker at end of each lateral Holes Located On Bottom. Are Equally Spaced Q ~ S PVC Force Main Q PVC Manifold Pipe Disiri ution Pipe Lost Hole Should Be Next To End Cop End Cap P Zcl- 5 Ft Distribution Pipe Layout S 3 Ft. X Inches Inches Hole Diameter LAY Inch Lateral 1 Inch(es) Manifold Z Inches ' Force Main. Inches # Of holes/pipe Invert Elevation of Lateralslob•S Ft. k y= Z8. og 6Pti"'1 ~tt11'ttt Place 1st hole 3-Z'( from center of manifold with succeeding holes at 6~`tintervals. Last hole to be next to the end cap. t ' Combination Sep.tic;Tank and PUMP CHAMBER CROSS SECTION AAJD SPECIFICATIONS ' PAGE S OF -VENT CAP WEATHER PROOF - JUIJCTIOU BOX 4'C.I. VENT PIPC , APPROVED LOCKING ~%10' FROM DOOR, MANHOLE COVER AJ11K ilINDOW OR FRESH wARNIUG L~OEL AJ_R IWTAKE couiw»' r _ rj Z1.- Cif I 18"MIN. IIJLET PROVIDE i AIRTIGHT SEAL I I ' 8 ~iFFLC=..T ~ I III APPROVED JOIWT --A I I' I APPROVED JOIJJT$ w/t•1•►IPE°R Tank construction w/c.z.PJPEPvc- shall comply with ALARM s ILHR 133.15 and 83.20 OU C LLEY.~b'g3 FT. i PUMP 1 __j OFF D COUCBETE ~rL c7I O Q 5LOCK RISER EXIT PERMITTED OWLy IF TAIJK MANUFACTURER HAS SUCH APPROVAL. SEPTIC E SPECIFICATIOAIS DOSE TAUK 1AAIJUFACTIJ5LER:\A3\k2` 22'j" ZDIJ S NUMBER OF DOSES: 3-` PER DAU TAWK 51ZE : 12131b Z 2213 GALLOWS DOSE VOLUME ALARM MA$JUFAGTURER: C'S`Q-uz_ S INCLUDING BACKFLOW: l~1`3 GALLONS MODEL WUMBER: \_~W CAPACITIES: A. LS INCHES OR = GALLOij3 SWITCH TSPE: +1 Q1Z t B= Z IIJCHES"OR 3~ ' 3 4LLOU5 PUMP MANUFACTURER: N-,`tz)_Z.S G=IIJCHE5 OR GALLONS MODEL WUMBER: - SR y D- INCHES OR ~bJ' 3 GALLONS SWITCH TYPE: ~'1 ZCUIZ-~ MOTE: PUMP AUp ALARM ARE TO bL MIWIMUM DISCHARGE RATE _2~8' C)?2' GPM INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEIJ PUMP OFF AUO_01STRIBUTION PIPE.. 5-0 FEET t MIAIIMUM NETWORK SUPPLY PRESSURE , ; . , , o . , , , - 2 50 FLET +~0 FEET OF FORCE MAIN X FYDPI,FKICTIOLI FACTOR_ FEET TOTAL OyIJAMIC HERO FEET " s Pump chamber DIAMETER N IIJTERWAL DIMEWSIOWf OF TANK: LENGTH ;WIDTH --_-_.-.;LIQUID DEPTH BOTTOM AREA - 231'= GAL/INCH AS PER MANUFACTURER GAL/INCH r : TOTAL HEAD IN FEET . o cn o cn o cN 0 1 o ° o 0 i , I J- IV 0 m O -D N W r C7 O - 0 ~ H 0 D D C 7 P t-i if I 0 - { < r- ° r r 0 0 m fT] ~ /V N) H 41, O z ~ c H ~ Z m o o Q7 O W N O (0 O W O O O O - N W 411 Ul m J m (D TOTAL HEAD IN METERS .9 0 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Indus Labor and Human Relations July 14, 1995 `::'•..rY--~ - 401 Pilot Court, Suite C Waukesha WI 53188 WEGERER SOIL TESTING 421 N MAIN STREET PO BOX 74~ 4i RIVER FALLS WI 54022 RE: PLAN S95-50884 FEE RECEIVED: 180.00 LINDHOLM, NANCY NW NE 16 29 15W TOWN OF SPRINGFIELD COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village; township or county shall be obtained prior to installation. Please note that the homeowner should be advised to watch water consumption due to past failures of mound beds 8 feet and wider. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sincerely, ulia A. Lewis Private Sewage Plan Reviewer Section of Private Sewage (414) 548-8638 7:45 A.M. 4:30 P.M. 1564R/ 1 SODA-7987 (R. 10194) e ti Page of 6 MOUND SYSTEM FOR A y BEDROOM RESIDENCE LOCATED IN THE NW 1/4 OF THE h1~ 1/4 OF SECTION 16 , T ZZj N, R l5 W, TOWN OF S~N,,~ 1w G F=1 El-t) ST. c-tulX 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 STtEV & tt►vb kll- UCY Lt 1vD MLM 6q Z.O S rf~y R_LDG e LR►.J E 1~L.TUOIVI~ ~ w} S`-{~2.0 PREPARED BY WEGEFZEF--- E3 C:) I L- TEST I NG Qfa9~ AND . DES I G1n! S1ERV I CE a ~;'•°s ARTHUR L. ` S WLGEREA R a~.r F.O. BOX 74 421 K. MIK ST. • ! D-s75 P S LS"V09TH, RIVES? F41S. KI 54022 S 715-42;.r U5 o f I G 14 JOB NO. g S- l S 0 PLOT PLAN Page .Z of Scale 1 qp ' - - - U tin \ ~~rzs Est Cttir.T(~t N S a. q tic, A) J J PRIVATE SE o WAGF 41 F • A etw. ~o DEP . F INDUS IVISION ORYSgF BO/F G1 U~ d SEE oRRLvIjOIV 2q Lt 98 6 m 1 w ~o DoT e~+:p Y1-~-T 'N ~ 02 b\glti2$ 99 6 / .2 O F Dut f F' b • / GGG~~~ 2s S zy4n~C ~q8y~ a.z, ~0i 0i 5 ~1~e1 ~gr1-tTL-~0~, o ON ~I PVC i V k'7 C. N 3j(4 b1 Q1. i , 5s5OSS4 Pr1~V1ZC1~C. ACzol~~`1 l cFVE ZLg'f - NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install permanent markers at end of each lateral. ( required) 3. Install 4" observation pipes with approved caps. ( Z required) 4. Septic tank to be IZOp gallon capacity manufactured by ~ ~ i%y L \ .w t't ~~,lr ~'J `2Sf'~"J 1 D`J O GP, `'~"y ~ r 5. Bench Mark SE~ "OUE:. 6. Divert surface water around mound to prevent ponding at the uphill side. Page 3Df b Approved Synthetic Covering FrsT" C- 3 3 Distribution Pipe Medium Sand H _ G , Topsoil F Elev. lbo.0 3 E ` - b \ % Slope Bed Of i„- 2 2 (Force Main Plowed P16"JTE SDOWN ~a~ 5'~' aTE Aggregate From Pump Layer D Ft. • bg Ft. ° E \ Cross Section Of A Mound System Using f 9 J_ F o. a Ft. DEBT JF , ! tvi 1 A't r ~d For The Absorption Area G Qs Ft. A S Ft. H 1- S Ft. near i.o~cifig`°R~te=~•5'?--GPD/LN FT B 63 Ft. Design Loading Rate=a.ySGPD/SQ FT I \3 Ft. J 8 Ft. K 10 Ft. L S3 Ft. ro-f- F W Z.~ Ft. L Observation Pipe----,, _ V f A - - -t n ----------------------•1 Force Main Distribution Bed Of 2 - 2 2 Lv~ Pipe Aggregate I Observation Pipe Permanent Markers (Anchbr securely) Plan View Of Mound Using A Bed For The Absorption Area 46 a1/a si y- HEAD CAPACITY CURVE -45/6 °C W "57" - "59" SERIES w *4 e 25 m 1'h-1VhNPT 16 20 6 p W I U ~ 15 Q z 4 915/16 J 0 10 ~ 33/32 2 i 28. 01b 5 - TOTAL DYNAMIC HEAD/ FLOW PER MINUTE EFFLUENT AND DEWATERING HEAD CAF5ACITY 0 UNITS/MIN FEET METERS GAL LTRS US 10 20 30 40 50 5 1.52 43 163 GALLONS 10 3.05 34 129 LITERS 0 80 160 15 4.57 19 72 FLOW PER MINUTE 19.25 5.87 0 0 CONSULT FACTORY FOR SPECIAL APPLICATIONS . Piggyback Mercury Float Switches -Available with special cord lengths of 15', available. 25', 35' and 50'. -Variable level long cycle systems -Alarm systems available. available. . Duplex systems available. Standard cord length - automatic 9 ft. SELECTION GUIDE Standard cord length - non-automatic 15 ft. 1. Integrol fioat operated mechanical switch, no external control required. 2. Single piggyback wide angle mercury float switch or double piggyback mercury 57/59 SERIES Control Selection float switch. Refer to FM0477. Model Volts-Ph Mode Amp!_ Simplex Duplex 3. Mechanical alternator 10-0072 or 10-0075. M57/59 115 1 Auto 8.0 1 or l &7 - 4. See FM0712 for correct model of Electrical Alternator, "E-Pak". N57/59 115 1 Non 8.0 2 or 2 & 6 3 or 4 & 5 5. Sensor mercury float switch 10-0225 used as a control activator, with "E-Pak" D57/59 230 1 Auto 4.0 1 or 1 & 7 - duplex (3) or (4) float system. E57/59 230 1 Non 4.0 2 or 2 & 6 3 nr 4 &5 6. Four (4) hole "J-Pak", junction box, forwatertight connection orwired-in simplex or 2 pump operation, 10-0002. 7. Two (2) hole "J-Pak", for watertight connection or splice, 10-0003. 57 Series - Wt. 27 -.3 H.P. 59 Series - Wt. 29 -.3 H.P. C9!1~ 5Of;84 CAUTION For information on additional Zoeller products refer to catalog on Combination Starter, All Installation of controls, protection devices and wiring should be done by a qualified FM0514; Piggyback Mercury Float Switches, FMO477: Exectrical Alternator, FMO486: Mechani- licensed electrician. All electrical and safety codes should be followed Including the cal Alternator, FM0495; Alarm Package, FM0513: Sump/Sewage Basins, FM0487: and Simplex most recent National ElectrlcCode (NEC) andthe Occupational Safetyand Health Act Control Box. FM0732. (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL 10: ?.G 60X 1634 Louisville, KY 40256-0347 Manufacturers of O O~/~~~ OI SNIP TO: 3280 O Millers Lane Louisville, KY Y 40216 qp Louisville, L (502) 778-2731. 1 (800) 928-PUMP QUALITY PIMA9 SiVCE lff FAX (502) 774-3624 Page ~3Df_6 . Approved Synthetic Covering Frs7m c 33 Distribution Pipe Medium Sand Topsoil F Elev. X130.3 E D b \ % Slope Bed Of 2~- 2 %2 Force Main Plowed PRIVATE SEWAGE SYSTErfi Aggregate From Pump Layer PD Ft. 5 E \ • Dg Ft. Vw Cross Section Of A Mound System Using F o, 8 Ft. DEFT. OF INUIJSTC~Y LAI~F~k q"""filed For The Absorption Area DIVISION OF i G V- Cs Ft. A g Ft. H I• S Ft. near `c'ats 5ZdPD/LN FT B 63 Ft. Design Loading Rate=a.~SGPD/SQ FT I \3 Ft. J S Ft. K JD Ft. L g3 Ft. Tf - - F W L9 Ft. L J I Observation Pipe K - 01 A I - -t Force Main oa~ust N 2 L~,p Distribution \,,Bed Of ,--2 Pipe Aggregate Observation Pipe Permanent Markers (Anchor securely) 4 Plan View Of Mound Using A Bed For The Absorption Area ..w Page Of I° Perforated Pipe DetoH 0 End View Perforated End cap o A 1 PVC Pipe Install permanent marker at end of each lateral Holes Located On Bottom, Are Equally Spaced Q S PVC Force Main P TE SEWAGE SYSTEM y yfy'Er PVC ; A P k x H Manifold Pipe is y DEPT. OF INDUSTRY, LABOR & EI ISION OF SAFET N Distri ulion Pipe Lost Hole Should Be , - Next To End Cop I SEE C FI ESPONDENCE End Cop P Z4- S Ft. Distribution Pipe Layout S 3 Ft. X 6y Inches Y 6 ~ c h e s Hole Diameter LAY Inch Lateral 1 Inch(es) Manifold Z Inches Force Main Inches # of holes/pipe L Invert Elevation of Lateralslo b,S Ft. z.3. o$ 6Pwt `YO Tf~L 5054 t, Place lst hole 3 Z from center of manifold with succeeding holes at 6q" intervals. Last hole to be next to the end cap. - S ~ ' PUMP -CHAMBER CROSS SECTION AND SPECIFICATIONS PAGE OF VENT CA► WrATHEK PROOF APPROVED LOCKING MANHOLE y" C.Z. VENT PIP[ f r-T JUUCTIOU BOX COVER WITH WARNING LABEL j0' FROM DOOR, (2'MIU. WINDOW OR FRESH I AIR MTAKE I - GRADE I " EL q1 t ( tita 2'i'''9 `I MIU. ` CONDUIT-- 18'MIN. PROVIDE ( 11.ILET AIRTIGHT SEAL I III I I11 ~~11 COm1 I I I1 APPROVED JOINTS APPROVED JOItJT AiTL 8.3.1d ILHR 83.20 ALARM i 11 I I ON !3 P R C LA.TIQNS 1 R3.o8 E,01. OF INl)USTRY, LABOR & CLEV F1 NISiON OF S FElY AN r) -`i1,1l'SPump OFF t-I.°l(i.%AIL-'si•'Q IBC rE 6LOCK LT 3" APPRa'E RISER EXIT PERMIlrED ONLY IF TAWK MMUU FACT U REIt HAS SUCH APPROVAL gEpplµ~ SPECIFICATIONS POSE )-1kbw p sr HUMBER OF DOSES: 3 Z TAIJK MANUFACTURER: PER DX4 \ v n o GALLONS DOSE VOLUME z TANK :,12C : DAttONS S.S,~-~ J S`iS R-~ IfUCLUDIUI; DACKFLOW: ALARM MAt34FAGTURER: - - - MODEL WUMBER: 16t CAPACITIES: A= 1b IUCHE501t ~1i6 GALLOWS SWITCH TYPE: B = Z- INCHES OR _SZ G(LLOIJ5 ZQ L L_IsQ am ~,-f r- a -7 1 "LINCHE5 OR GALLOWS PUMP MA►JUFAGTURER: MODEL NUMBER: S D= 3 IUCHEESSOOR 33$ GALLONS SWITCH TYPE' f'1~ZCUR'Y MOTE: PUMP AND ALARM A~tE TO DC 1 INSTALLED OM 5EPARATE CIRCUITS MINIMUM DISCHARGE RATE _-GP►"~ VERTICAL DIFFERENCE OETWEEN PUMP OFF AUDJASTRIBUTION PIPE.. ~-LlL FEET 2-52 FEET + MINIMIUM NETWORK SUPPLY PRESSURE . . . SS) FEET OF FORCE MAIN X X-61 F~o FT.FKICTIoN FALTOR.. D• FEE cwt s + _ TOTAL DSMA.MIC HEAD = l~ ,Z FEET DIAMETER ZI IUTERAIAL. DIMLIJSIOW~ OF TAWK: LELIGTH _ ;WIDTH ;LIQUID DEPTH BOTTOM AREA - - 231= - GAL/INCH AS PER MANUFACTURER = Z (a. 0 GAL/INCH _