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038-1012-90-100
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CROIX COUNTY WISCONSIN r ZONING OFFICE ST. CROIX COUNTY COURTHOUSE • ~ r 911 FOURTH STREET • HUDSON, WI 54016 _ (715) 386-4680 Aug. 6, 1992 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 To whom it may concern: An onsite soil investigation of the Warren Wood property, located in the NE1/4 of the NW1/4, Sec.3, T31N, R18W, Town of Star Prarie, St. Croix County, WI., has been conducted with the assistance of Gary Steel, CST# 2298• This onsite revealed suitable soil for onsite sewage disposal to a depth of 32" while meeting the requirments of the A + 4" rule. This site should be suitable for new construction using a mound septic system having 12" of sand fill. Should you have any questions, please feel free to contact this office. SSiin)ce ely, K. ompson sistant Zoning Administrator cc: file Wi, epartment of Industry, SOIL AND SITE EVALUATION REPORT Page _Of Labcl. a ` Human Relations Division of Safety & Buildings 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 (BM), 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 8 CLS PROP TY OWNER: PROPERTY LOCATION GOVT. LOT 1105- 1/4 74)1/4,S 3 T 3 ( N,R W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VIL GE N N REST ROAD1 (j New Construction Use [ J Residential / Number of bedrooms [ ] Addition to existing building [ ] Replacement [ J Public or commercial describe Code derived daily flow gpd Recommended design loading rate bed, gpd/ft2 trench, gpd/112 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/ft2 trench, gpolft2 Recommended infiltration surface elevation(s) It (as referred to site plan benchmark) Additional design / site considerations Parent material Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U ❑ 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 Tferch S rte v R 5/e r V /il Ground V t2 elev. ft J S/ Z n256~ 24 Depth to r-(~ fJ rn ' limiting factor Remarks: Boring # r Ground elev. ft. Depth to limiting ' factor Remarks: CST Name:-Please Print Phone: Address: Signature: Date: CST Number: PROPERTY OWNER SOIL DESCRIPTION REPORT PARCEL I.D. # Page Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft in. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots Gr. Sz. Sh. Bed Trends ti I Ground elev. ft. Depth to limiting factor Remarks: Boring # 'gj Ground elev. ft. Depth to limiting factor Remarks: Boring # S:+sG:tzx: Ground elev. G ft. j I Depth to limiting factor Remarks: Boring # v' Li`.'a~ rig Ground elev. ft. . Depth to limiting factor Remarks: ?,"?.0 "2, rjv STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER s~L~If ~b~ lila GC/ QC/ C 1 n' ~ ~ IV ADDRESS 1 G~, SUBDIVISION / CSM# e) LOT # SECTION . 3 T , N-R_^; Town of r" J\' ` l V Rr ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM tvi"O INDICATE NORTH ARROW Provide setback and elevation information on reverse of this -form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: ALTERNATE BM: Lj SEPTIC TANK / PUMP CHAMBER / HOLDING..TANK INFORMATION Manufacturer: Liquid capacity: l &jr p Setback from: Well _ House of~ Other--4-1)j , Pump: Manufacturer ;ZO@ ((,,Z, Model# _ Size l ~lJ, Float seperation (o ' ` Gallons/cycle: 105 Alarm Location F':SOIL ABSORPTION SYSTEM Width: ~O ' Length L ' Number of trenches Distance & Direction to nearest prop. line: Q ` Setback from: well: House Others ELEVATIONS Building Sewer 0c) ST Inlet; 2 ST outlet cj 8 l PC inlet ~O/PC bottom Pump Off Z Header/MaBifold O Bottom of system 0 Existing Grade Final grade DATE OF INSTALLATION: -f PLUMBER ON JOB: LICENSE NUMBER: $ INSPECTOR: 3/93:jt Labor and Human Relations County: INSPECTION REPORT Safety and Buildings Division )u~ (ATTACH TO PERMIT) Sanitary Permit No-: GENERAL INFORMATION 191489 Permit Holder's Name: ❑ City ❑ Village [Town of: State Plan ID No.: STAR PRAIRIE CST B Elev , Insp. BM Elevp.:~7s/ BM Description Parcel Tax No.: 038-1012-95-000 TANK INFORMATION ELEVATION DATA A9200435 713~2 13 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic / Benchmark Dosing o27i Aer n Bldg. Sewer ' Holding 7 7) St/ Inlet TANK SETBACK INFORMATION St/ 20-11outlet TANK TO P/ L WELL BLDG. Ve Intake ROAD Dt Inlet 8 Septic NA Dt Bottom Dosing U c8 ° NA 4er/Man. Aeration NA Dist. Pipe Holding Bot. System X601' PUMP / l INFORMATION _ Final Grade Manufacturer Model Number S GPM TDH LiftlJ 15 1 Lriction0~ Syeaem~+ TDH7,4,4t r HH Forcemain Length 36 Dia. ) Dist.ToWell - SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Tr nches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: SETBACK INFORMATION Type Of CHAMBER Model Number: System: ,-v 10/ ~ OR UNIT DISTRIBUTION SYSTEM I#ead~ Manifold , Distribution Pipe(s~ x Hole Size„ x Hole Spacing Vent To Air Intake Length Dia Length 46 Dia. //a Spacing ~ XV ~J ~jr U / SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only 11! Depth Over ~r Depth Over , xx Depth Of, „ xx Seeded/ Sodded xx Mulched F v Bed /T~eft Center 115 Bed /4terrch Edges/~- Topsoil ~ es E3 No E] No . COMMENTS: (Include code discrepancies, persons present, etc.) ,OCATION: STAR PRARIE 3.31..18.33) (_CARKIN DRIVE, 7 7 - Plan rev'"n required? ❑ Yes No Use other side for additional information. 1071 SBD-6710 (R 05/91 ) ✓ Date Inspector's Signatur Cert. No r ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: , I t 17 IMP X 46.76 U, Z o A 33 y~l h / 6 240.12 'O h , 33 E R/ / 223.19' - 23~ 3 6/ AR F- gr , ,r 8/138 j,5Z U N 200. 3 Qhr h'' / '°350793/ o' - e ~M / 200, ~t 451/29 56 01 1 Co`~PC'~ ~ ti 991/301 1 I d s 34A 3754 LOT 4 346 2x9.33 119.851 ?2S.a5 4 83 \ Z~~ 0 36A~ LANE / ry 949/668, o -4 bo 88' 75.40 s0. 237 roQ. .6~ 36C ~'~LFJC , 331 , 2oq 2/521 1055/193 2,a quo, a 36 274.9 0 36 1131/ 500' 1021 530.98' 505 J W O ro W Ql ~ I o X26 ~ ~ ,~~3~~35 = 33 38 8 ZS0 f J~ 377.58 1186/515 I V ~i3\ 33 L 0 3$ A 745/180 0~ X33 `ti asoi~e •36 -GOVERNMENT LOT- _ l I LOT 3 - - - - - - - - - X012/ `'381 J-.. 58' ~378 a ~';fi 37A co 1005 N 1086/153 a` M 33A-1 n a CEDR n EST may, 50 / - 389.00 33J 1010/534 3 3 CARDINAL - 553.61 ' too 60 1 n fA O 3-0 n d ~1 M .r 3 w ° C- $ w• 3 0 co 00 N 7 -I CD N N a D co ce o " ~ ° O (D w 3 5. W N N O- 7 N W Zn O C N > co c K y W C C C/ C O O l~l m Cn D ep G CD N w n 0 C: 0 CD CL 3 i rn m y ai T 2 Z 2 C I f 3 ~ ry~ • 3 a m o _ I- _G D CD * 90 42 o r 3 y C 3 ; V N D. N 0 c D D o n O c o ~ ° N• c CD A I CD c w m Z = Ul o in A ? n Z O N A ~ 7 0 !WD A 00 W W CL ZZ °o fA Z I w f fD Z d d 7 a .O O O o y a N N N O TI m app o- Uy~aoz 4 3 a Rr T y S "Pr O.N ~v x :Ea i 3(o OZ a O a Er co r-m C: 2 ~Z - ~'moO Q U'v z:yco 0 O o O f~ N OD O j O ~ I ^ m ° ~ I A o b CD o°o can re FA O Q o CL cilt V Parcel 038-1012-95-000 09/30/2005 05:14 PM PAGE 1 OF 1 Alt. Parcel M 3.31.18.33J 038 - TOWN OF STAR PRAIRIE ST. CROIX COUNTY, WISCONSIN Current Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-owner O - BREYMEIER, DANIEL S DANIEL S BREYMEIER 2380 W CEDAR LA NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 2380 W CEDAR LA SC 3962 NEW RICHMOND SP 1700 WITC SP 8055 CEDAR LAKE/N R Legal Description: Acres: 2.250 Plat: N/A-NOT AVAILABLE SEC 3 T31 N R1 8W 2.25A IN GL 1 COM ON S Block/Condo Bldg: ,LN 828.35 FT W OF MEANDER LN CEDAR LK TH ~53.6'I'FT'TF"1Q 3T6E~"E-2Z9T~F~, Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) N80 DEG EON RD 389 FT S 0 DEG E 252 FT 03-31 N-1 8W TO POB Notes: Parcel History: Date Doc # Vol/Page Type 07/23 7 1010/534 07 Q~ d~ WD 70- - 07/23/1997 07/23/1997 776/35 2005 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/12/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.250 34,500 109,900 144,400 NO Totals for 2005: General Property 2.250 34,500 109,900 144,400 Woodland 0.000 0 0 Totals for 2004: General Property 2.250 34,500 109,900 144,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 208 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel 038-1012-90-000 10/03/2005 08:23 AM PAGE 1 OF 2 Alt. Parcel 3.31.18.331 038 - TOWN OF STAR PRAIRIE Current X; ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - HIRSCH, JACK W & SANDRA J JACK W & SANDRA J HIRSCH 2372 W CEDAR LA NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2372 W CEDAR LN SC 3962 NEW RICHMOND SP 1700 WITC SP 8055 CEDAR LAKE/N R Legal Description: Acres: 1.660 Plat: N/A-NOT AVAILABLE SEC 3 T31 N R11 8W 1.66A IN GL 1 COM 533.45 Block/Condo Bldg: FT W OF MEANDER LN OF LAKE ON S LN GL1, TH W 274.9 FT, TH N 6 DEG W 252 FT TO Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) RD, N 81 DEG E 88 FT S 82 DEG E 75.4' S 03-31 N-1 8W 59 DEG E 217.7'TH S 16 DEG W 150.05 FT TO POB Notes: Parcel History: Date Doc # Vol/Page \ Type 01/07/2003 704844 2102/323 WD 1055/193 ~a WD 13 893/ more... 2005 SUMMARY Bill Fair Market Value: Assess 0 Valuations: Last Changed: 10/12/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.660 32,600 101,600 134,200 NO Totals for 2005: General Property 1.660 32,600 101,600 134,200 Woodland 0.000 0 0 Totals for 2004: General Property 1.660 32,600 101,600 134,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M 118 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 SANITARY PERMIT APPLICATION CZD-ILHR In accord with ILHR 83.05, Wis. Adm. Code COUNTY St. Croix Emems STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than S93-40531 8% x 11 inches in size. ❑ Check if revision to previou p ' on -See reverse side for instructions for completing this application. STATE PLAN D. MB 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. t~ PROPERTY OWNER PROPERTY LOCATION r G✓ , i-Jarren id. [,rood 1:•L %a, S 3 T 31 , N, R 18 xrx (or) W PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # Box 109 Cedar Lake n/a n/a CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER DJew Richmond, WI. 54017 1(175 48-7300 n /a II. TYPE OF BUILDING: (Check one) El State Owned ❑ VILLLLAGE : NEAREST ROAD II~~11 .Star Prarie Carkinal Dr. 64 =N R~ ❑ Public 01 or 2 Fam. Dwelling-# of bedrooms 2_ PARCEL TAX NUMBER(S) III. BUILDING USE: (If building type is public, check all that apply) 1 ❑ Apt/Condo i 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 in line A. Check line B if applicable) A) 1. ® New 2. ❑ Replacement 3. ❑ 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 10 Mound 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 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION 300 250 250 1.2 15 100.02 Feet 104.50 Feet VII. TANK CAPACITY Site in allons Total of Manufacturer's Name Prefab. Con- Steel Fiber- Plastic Exper. INFORMATION New Existing Gallons Tanks Concrete structed glass App. Tanks Tanks Septic Tank or Holdin Tank x 000 1 Weeks C . P . I F] i 171 Lift Pump Tank/Si hon Chamber ~r 800 1 t Vlll. RESPONSIBILITY STATEMENT 1, the undersigned, assume responsibility for installati of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumber' 1 ature: (No Stam /MPRSW No.: Business Phone Number: Gary L. Steel 3254 715 46-6200 Plumber's Address (Street, City, State, Zip C 1554 200th. Ave., New Richmond, [1I. 54017 IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sa itary Permit Fee (includes Groundwater Date Issued Issuing A ent Signa mps pproved El Owner Given Initial Surcharge Fee) Adverse 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 INSTRUCTIONS 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 owriership 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 & 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 in 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 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 systE'm. 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'f2 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, ground- water contamination investigations and establishment of`standards. SBD-6398 (R.11/88) STC-100 This application form is to be completed in full and signed t1le os`ncr(`') Of the Property being developed. An inadua es will Only result in delays of the permit issuance. Shou ld thi development be intended for resale by s house), then a second form should be reained rand ncmp eted (when the property is sold and submitted to this office with the appropriate deed recording. • owner of property Location of propertyNLl/4 L"14, Section r _N-R~_W Township Hailing address i Address of site Subdivision name Lot no. Other homes on property? yes No Previous owner of property Total size of parcel yC Date parcel was created Are all corners and lot lines identifiable? ~ Yes No Is this property being developed for (spec house)?,yes Volume ~ 0 and page Number C1 as recorded. with the Re inter of Deeds. g 11JCLUDE W1hl THIS APPLICATION THE FOLLOWING: A WARIWITY DEED wh l'ch includes a DOCUMENT 11UI-iDI R & THE SEAL OF THE REGISTbI OF DEEDS. VOLUME AND addition, a certified survey, if available; ;would be helpful so asa delays or the reviewing to avo' references process. If the deed descri t id to a certified survey Map the P ion shall also be required. Certified Survey Map PROPERTY OWNER CERTIFICATION I (wc) certify that all statements on this form are true to the best of ny (our) knowledge that I (we) am the property described in this inform (are) the owner(s) of warranty deed recorded in t ation ;corm, by virtue o he offic of a Deeds as Document No. 4l6 ° of the County Register of own the proposed site for the s- e ' and that I presently obtained an easement, to g disposal systt em em or I (we) , above described t~~ construction of said rsnstem for r ord d in the office of County Regand stere of deeds has been , duly N Document Signature of ap~licant Co-appl cant i 3 7~ Date of Signature Date of signature THIS SPACE RE99RVED FOR RECORDING DATA r H U ~OCUM~rIt No. STATE BAR OF WISCONSIN FORM 1--19811"i WARRANTY DEED vo;93Par,,F REGISTER'S OFFICE This Deed made between -John L, Peterson. and........ ST. CRQIX CO., WI Cynthia.-M.__ Peterson.... husband__and_ wi_fe_,________.."-_...... Reed for Record Grantor, FEB 121991 and-- 1.1 a x.ren_.W.._ sod---------••------ 9:00 A. M t ~dri~ Grantee, Witnesseth, That the said Grantor, for a valuable consideration...... RETURN TO conveys to Grantee the following described real estate in _.5t..•-•Cxo ix--_-__.-__. County, State of Wisconsin: See attached Schedule "A". Tax Parcel No: Xn77 d This S-_ nO t__--_ homestead property. (is) (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging; And--------T aIlt O T------------------------- - warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except municipal zoning ordinances and easements of record and will warrant and defend the same. Dated this -----------------e 1&Z---------------------- day of ------February--------------------------------------------, 199-1.... - (SEAL) -----••-------------------•--•--'-••--(SEAL) Z J n L. Peterson - -1l.~l• (SEAL) (SEAL) ynthia M. Peterson ` AUTHENTICATION N ACKNOWLEDGMENT P e_t e r s on____-_---- STATE OF WISCONSIN g f Signature (s) ss. and Cynthia M. Peterson / --------------------------------------County. authenticated this l_/?/day of..... FebxUar.X--, 19...91 Personally came before me this ................day of 19-------- the above named G E . --Norman TITLE: MEMBER STATE BAR OF WISCONSIN xx►x - 9•W X0MK-VXXMXXfAIAX to me known to be the person who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY MIKE .NORMAN,--SCHUMACHER, SKINNER F, WALTER, S . C • Wis. - - - y, New A.ichmond, Notary y Public Public -------------Countynt, ._.IN_I 5-4_Ql7- (Signatures. may be authenticated or acknowledged. Both M3' Commission is permanent. (If not, state expiration not necessary.) date: 19--------- *Names - (i of persons signing in any capacity should be typed or printed below their signatures. STATE BAR OF WISCONSIN Wisconsin 11.eual Blank Co. Inc. . WARRANTY DEED FORM No. I - 1982 Milwn••' Wis. vc.9uQa;~ 07 SCHEDULE Part of Government Lot "1" of Section 3, Township 31 North, Range 18 West described as follows: Commencing at an iron pipe set on the South line of said Government Lot "1" said point being 828.35 feet West of a 2" pipe set on meander line of Cedar Lake and the point of beginning for the parcel to be described; thence proceed North 89°41' West along the South line of said Government Lot "1" a distance of 553.61 feet to an iron pipe; thence proceed North 37°45' East a distance of 229.5 feet to an iron pipe set on the road line; thence proceed North 80°17' East along the road line 389 feet to an iron pipe; thence proceed South 6°46' East a distance of 252 feet to the point of beginning. TOGETHER WITH AN EASEMENT for ingress and egress over the following described property: Commencing at an iron monument at the Southernmost corner of the lot owned by John Mazar; thence North 39°52' East for a distance of 174.10 feet to an iron monument at the East corner of the Mazar property; thence North 39052' East to the meander line of Cedar Lake; thence Southeast along the meander line of Cedar Lake for a distance of approximately 40 feet to a point where the meander line of Cedar Lake intersects with the extension of the Northwest boundary line of property owned (or formerly owned) by George Mealey; thence South 39°52' West to an iron monument located at the Northwest corner of the Mealey property; thence South 39°52' West a distance of 165 feet to an iron monument; thence Northerly to the point of beginning, being located in Government Lot "1", Section 3, Township 31 North, Range 18 West. g~ SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER ADDRESS:--/ )N V-J LOCATION:_41L_1141 jV Lt) 1/4, SEC. T -N-R W TOWN OF: 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 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 complete and returned to the St. Croix County Zoning Officer within 30 days of the three year expiration date. SIGNED:_ 1. DATE : St. Croix County Zoning Office 911 4th St. _ Hudson, WI 54016 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS .,INDUSTRY, cc DIVISION LABOR AN P.O. BOX HUMAN REDLATIONS PERCOLATION TESTS (11J) MADISON WI 53707 (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWNSHIP/MUNDtOaW;r, LOT NO.:BLK. NO.: SUBDIVISION NAME: rr 1/4 TT[T 1/4 3 An N/R vgLor) W Star Prarie In/a n/a n/a COUNTY: OWNER'S/DtfflEXMXVAME: MAILING ADDRESS: St. Croix [barren W. [-Toot] R. P . #7. , BOX 100, New Ric-hmone., Wi. 54017 USE DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS: PERCOLATION TESTS: ®Residence n/a Mew ❑Replace RATING: S= Site suitable for system U= Site unsuitable for system t ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL HOLDING TANK: RECOMMENDED SYSTEM: (optional) ❑ S ®U Q_S ❑ U ❑ S ®U ❑ S DU ❑ S RU noun' If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: n/a Floodplain, indicate Floodplain elevation: n/a PROFILE DESCRIPTIONS BORING TOTAL DEPTH 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.) B- 1 (90 99, Q2 none 7,811 0-17, 10vr3/2, L. 17-28, 1Qyrl1/4, SL., 17-80, 1.Tr4/4 LS. mot 043" (7.5yr4/4) 2 62 none 45" 0-19., 10vr3/2 L., 19-45 10yr4/4 S. Sil., B- 99.02 45-62, lbyr5/4, sil. not . (7.5yr4/4) 3£[.62 0-15, ]_0yr3/2 L., 15-40, 10yr4/4 SL. B_ 3 60 none 40" 0-60 7.5yr4/4 SL. not 1 r5/4 sil. B- B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD1 PERI002 PERIOD 3 PERINCH P_ 1 24 none 3Q 21; 2 2 15 P_ 2 014 none 3Q ?1' 7, 7. 1.5 P- 3 ?.1a none 30 2 ' 13/4 13/4 17 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 100'02 7_1 - J11= ON ~5 I 2 r F Z' N F 3 0~ft Q E. EE E E E ~E I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedu a tO ecen the Wiscon in Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and a i~ ~j , NAME (print): TESTS WERE COMPL V -5-37 S Gary L. SteelF E. ADDRESS: CERTIFICATION NUMBER: E (optional): 1554 20001. Ave., New Richmond, [DTI. 54017 27.33 15 .4h-6200 CST =GNE: C~r - DIS TRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) _ \LE. STI UCTIOI`- -OMPILETIN FORM 15 - SBD - 5395 To be _ acrd accurat yot: c;>t include. e a 1. om- d scriptiorr; 3. The u., ;ust clew( e whr th a residence ercial project; 1 MAXII, .I Baer of t, corn planned; 4, Is this piacemr - -n; 5, Cc-nl-l ,,abil-e i- es, A SITE, SUITABLE FOR A HOLDING TANK ONLY IF ALL OTI-`i_~' . Y-CEMS ARE F ,'Z, rJT BASED ON SOIL CONDITIONS; & PLEASE use the abhrevia _ j n here for writing profile descriptions sand completing the plot plan; y, MAKE A LEGIBLE di urtely locating your, test ations. Drawing to scale is preferred. A separate she ~ may k: 8. Make sure your la_ 3c`° cal elevation referen3 - A are clearly '-own, and are permanent; 9. Complete all appropri<' a dates, names, address flood plain r percolation test exemp- tion, if appropriate; 10. If the information (such as fl, a , I 'n, ~xIevation) does riot apply, place N1,, i~a the appropriate box; 11 . F~-n the form and plane your cu address and your certification number; 13. hale copiers and distribu-, as r®quireel. ALL SOIL TESTS MUST BE FILED WITH THE L( `lL AUTHORITY WITHIN 30 DAYS OF COMPLETION. ABBREVIATIONS FOR CERTIFIED SOIL TESTERS ate>s and Textures Symbols .1: Stone {over 10") Bedrock cob Cobble (3 - 10") 3 Sandstone gr Gr< gander 3") - Linn, ne x s H" 1, ,cfvuater " 11 c;s C ad - P Rate Is - L 4;; 3, Loam L.odm Yei o,v r' -=y Loarn F1:;:d Loam rnot Mottles - S ,dy ` w/ with sic - Silty C` fff few, fine, fa Nc Clay C0 common, P1 P t Fn IM Many, me rn - Muck d distinct. P prorrli l1 h„ High quid was-6: 1,~ Bench N r vertical . : Point r , r" TO THE OWNER: This soil test report is the first step in securing a sanitary permit:. The county orthe Department may request verification of this soil test in the field prior to permit issuance. A complete set of plans for the private sewage system and a permit application must be submitted to the appropriate local authority in order to obtain a permit. The sanitary permit must be obtained and posted prior to the start of any construction. I 14 o I N I /UG L lue. G►M Al a v~-V T-D Zzt-c 6w Wr-_ S-k-t 0 1-) -on T=H 6. l< ~ , I I ~ ~ I i i I; i i I Ii i i I f i +r li i 'i ill a ~ STEEL'S SOIL SERVICE Cary L. Steel 988 N. Shore Drive C.S.T. 2298 New Richmond, WI 54dl MPRSW-3254 (715) 246-6906 °i Mound system for Warren W. Food NE;%;NGT$ S3-T3111-R18W o t Star Prarie, township St. Croix County i payer #1---------plan approval application #2•--------- St. Croix County Verification of soils #3---------soil data (115) #4---------plot plan-plan view #5---------work sheet #h---------system croxx section j #7---------pipe lateral. layout #5--------- dosinp_, chamhe #9--------- purnp curve 1 ry Lf Steel r a e 15 4 "OOt . Ave. N w Richmond, WI. 54017 MPRSW 3254 1 i h-9-93 II i Wiscon0iDepartment of Industry, PRIVATE SEWAGE SYSTEMS Private Sewage Section I abCr and Human Relations 201 E. Washington Ave., Rm. 141 Safety and Buildings Division PLAN APPROVAL APPLICATION P.O. Box 7969, Madison, WI 537071 Bureau of Building Water Systems (608) 266-3815 INSTRUCTIONS: Please fill in all applicable data and submit this form with plans. Plans will not be reviewed until all fees are received. The reverse side of this form describes most of the required plan information. Further requirements may be contained in the Wisconsin Plumbing Code, which can be purchased from the Department of Administration, Document Sales and Distribution, 202 South Thornton Ave., P.O. Box 7840, Madison, WI 53707, Telephone (608) 266-3358. 1. PROJECT INFORMATION (Type or print clearly) Plan Review Appointment Date Plan Identification Number 6-29-.3 S93-40531 Name of Submitting Party (plans returned to same) Project Name Gar L. Steel motLnc) Street Address, P.O. Box # or Rural Route Project Address or Legal Description 1554 200th. Ave. NF,'~Mllir 3 - City or Village State Zip Code City County New Richmond WI. 54017 Village ❑ of Star Prari-e St. Croix Telephone No. (include area code) 715-246-6200 Town AR Designer Name of Owner Warren W. ['food Telephone No. (include area code) Telephone No. (include area code) j 715-246-2146 Street Address, P.O. Box # or Rural Route Street Address, P.O. Box # or Rural Route R.R.#2, Box 109 City or Village State Zip Code City or Village State Zip Code Pdew Ri dnond , WI. 54017 2. APPLICATION FOR: ❑ Experiment ® Mound System ❑ Holding Tank f_) New Construction ❑ Large System (over 8,000 gpd) ❑ Conventional System ❑ Groundwater Monitoring ❑ Replacement ❑ At-Grade ❑ System in Fill ❑ Petition For Variance ❑ Revision ❑ In-Ground Pressure ❑ System in Flood Plain (attach SBD-6698) ❑ Other 3. FEE COMPUTATIONS (include existing tanks) FEE SUBMITTED FOR OFFICE USE MAKE ALL CHECKS PAYABLE TO SAFETY & BUILDINGS DIVISION. a. 750- 1,500 gallon septic tank $110.00 110.00 b. 1,501- 2,500 gallon septic tank $120.00 C. 2,501- 5,000 gallon septic tank $160.00 d. 5,001 - 9,000 gallon septic tank $ 200.00 Q x e. 9,001- 15,000 gallon septic tank $ 300.00 f. Over 15,000 gallon septic tank $500.00 g. 500- 1,000 gallon dose chamber $ 70.00 70.00 h. 1,001- 2,000 gallon dose chamber $ 80.00 i. 2,001- 4,000 gallon dose chamber $100.00 I , j. 4,001 - 8,000 gallon dose chamber $120.00 LI k. 8,001- 12,000 gallon dose chamber $140.00 1. Over 12,000 gallon dose chamber $160.00 I M. 500- 5,000 gallon holding tank $ 60.00 n. 5,001- 10,000 gallon holding tank $100.00 o Over 10,000 gallon holding tank $150.00 P, Revisions $ 50.00 q. Groundwater Monitoring - Per Site $ 60.00 (other than a proposed subdivision) i r. Petition For Variance: Setback $ 100.00 Site Evaluation $225.00 Plumbing $225.00 S. ExperimentalSystem (additional fee) $300.00 Subtotal: 180 nn t. Priority Review: Enter same amount as Subtotal Total Fee: 180.00 ( 1 NOTE: Plan reviews should be scheduled prior to submittal. You may contact one of the offices listed below. j Hayward Office LaCrosse Office Madison Office Shawano Office Waukesha Office 1 209 W 1 st Street 2226 rose Street 201 E. Washington Ave. 1053A E. Green Bay Street 401 Pilot Court, Suite C Rt 8, Box 8072 LaCrosse, WI 54603 P.O. Box 7969 P.O. Box 434 Waukesha, WI 53188 Hayward, WI 54843 Phone (608) 785-9334 Madison, WI 53707 Shawano, WI 54166 Phone (414) 548-8606- Phone (71 S) 634-4804 Fax (608) 785-9330 Phone (608) 267-5119 Phone (715) 524-3626 Fax (414) 548-8614 Fax(715)634-5150 Fax(608)267-0592 Fax(715)524-3633 SBD 6748 (R 05/92) NOTE:Fees aie pursuant to Wis. Adm. Code, Chapter ILIIR. 2, and OVER + are subject to change annually. 11 6 i.F ST. CROIX COUNTY • r f WISCONSIN 11% V. ZONING OFFICE ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 E (715) 386-4680 Aug. 6, 1992 Division of Safety and Building Bureau of Plumbing a P.O. Box 7969 Madison, WI 53707 .7 1 To whom it may concern: An onsite soil investigation of the Warren Wood property, located in the NE1/4 of the NW1/4, Sec.3, T31N, R18W, Town of Star Prarie, St. Croix County, WI., has been conducted with the assistance of Gary Steel, CST# 2298. This onsite revealed suitable soil for onsite sewage disposal to a depth of 3211 while meeting the requirments of the A + 4" rule. This site should be suitable for new construction using a mound septic system having 12" of sand fill. Should you have any questions, please feel free to contact this office. Since ely, J es K. ompson ssistant Zoning Administrator cc: file to `1 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION LABOR AND PERCOLATION TESTS (115) MADISON W 53707 HUMAN RELATIONS (ILHR 83.090) & Chapter 145) LOCATION: SECTION: TOWNSHIP/MURbOB(~WN,: LOT NO.:BLK. NO.: SUBDIVISION NAME: I1 1/4 TT7 i/4 3 Ai N/R 1s1 motor) W Star Prarie n/a n/a n/a COUN"r Y: OWNER'S/DUTEX7MAME: MAILING ADDRESS: St. Croix Warren W. Wood R.P..# , Box 100, New Ric"I`lrnone., Wit 54017 USE _ _ DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION: ROFI E DESCRIPTIONS: PERCOLATION TESTS: ~XResidence n/a New ❑Replace 8-5-97 RATING: S= Site suitable for system U= Site unsuitable for system r C:UNVENTIbNA"L: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FI FILL HOLDING TANK: RECOMMENDED SYSTEM: (optional) I O SD U Us ❑ U ❑ S Hu ❑ S Do ❑ S CCU mound If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(6), indicate: n/ca. I Floodplain, indicate Floodplain elevation: n/a PROFILE DESCRIPTIONS BOfTING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED ES GHE T TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK. 0-17, 10yr3/2, L. 17-78, 10yr4/4, SL., B- 1 00 q0 , 07, none 2Sn 17-80, 10 yr4/4 LS. mot 048.. (7.5 r4/4) B Z 62 none [+5" 0-10 10vr3/u L., 19-45 10yr4/[! S. Sil., _ 99.02 45-63, l0yr5//+, sil. not.(7.5yr4/4) B 3 60 98.62 none 40" 0-15, 10yr3/2 L., 1.5-40, 10yr4/4, SL. 0-60 7.5vr11;/4 SL. not 1 r5/4 sil. B- r' B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP I WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 P R PER INCH P- 21, _ none 30 21; 2 2 15 P- 2 '4 none 30 2% 2 2 1.5 P- 3 21A none 30 2 1.3/4 13/4 17 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. SYSTEM ELEVATION 100'02 r I I 0 N 5 , (IlvrrK-ri~1C9r1~ C'~ ~ - c1 10) Is "C ~I ~I r~~ tt' • ICS) I i o y1w), KJq" l~~)C-3 z~ u)~ C~ X Y I X10, d~ ► ( - 0 to t\ 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): TESTS WERE COMPLETED ON: Gary L. Steel ~_5_Q2 ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): 1554 20001. Ave. , New Riehnond, VTT. 54017 22,C).ri ~ 15 .4h-6200 CST IGN - E: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILIIR-SBD 6395 (R. 10/83) - OVER - STEEL'S SOIL SERVICE Gary L. Steel 988 N. Shore Drive C.S.T. 2298 A) New Richmond, WI 54017 MPRSW-3254 246-62 (715) 00 - I{ x l 4-A OW gyn= +.6 PI Pe Ek- 100' 'DO tws f D ryCIE $ CA 30 / ulL 2/'Z'' Ptlti 01 Re IV q , © 1000 Pj p IF0 c SIJAR do _A 50' 0hfjrnb n~ 01 1 rtyliL Covet, 4e bs ,yes of O S~ Pip iNE "vs.r 8E > 25 F-t r-af*A a+~y TdrJ1c slap r.0 F~ . FRc~t~ E Mc'►~►r,st~ dIzGA . ~ ~ .~lOvl i i a ) Ilk' 2- ►Q~ II -s I it 301 allpg 31 . ~orrc ekin S-~105 o b. ,,!IV4~1 loP/d-k P A n P/g n ~/i>r OPT-10NAL WORKSHEET 1: MOUND SYSi EM II. IN-GROUND PRESSURE SYSTEM-Continued. 1. Wastewater Load, Total Daily Flow= Qt~ gal. 10. Force Main: 7,78 . Use s. ILHR 83.15 (3) (c) Minimum Dosing Rate= 7' IIlprn. n. Adm. Code and PROVIDE A DETAILED Diameter 21 - ?3 11. Total Dynamic Head: LIST OF SIZING ON PLANS. 1; 05 2.5 ft. 2. Depth to Limiting Factor = ft. System Head ft. - 3. Landslope = L Z_ _ % Vertical Lift 4. Distance from Dose Chamber to Friction Loss Distribution System ft. TDH = ft. 5. Elevation Difference Between 12. Pump Selection: Pump and Distribution System S it. Pump will discharge at least ' gpm 6. Absorption Area Sizing: at a. 1`7 I'l ft. total dynamic head. Area Required = `Y4.' sq. it. Pum model and manyfact or. W_ q17 Bed or Trench Length (B) _ ft. 5Dls ~l~ IL 7 Bed or Trench Width (A) _ ft. 13. Dose Volume: Trench Spacing (C) = ft. 10 Times Void Volume of 7. Mound Height: Distribution Lines= gal. Fill Depth (D) _ ft. Daily Wastewater Volume+ Fill Depth Downslope (E) _ ft. 3 it Doses In 24 hrs. gal. Bed or Trench Depth (F) = ft. Backflow = gal. Cap and Topsoil Depth (G) = ' r ft. Minimum Dose = G gal. Cap and Topsoil Depth (H) _ 6 ft. 14. Dose Chamber: 8. Mound Length: Volume = 9DD gal. End Slope (K) _ ft. SEWAGE SYSTEM , 9. Mound Width: 1. Wastewater Loadaily Flow 1. Total Mound Length (L) = ft. III. CONVENTIONAL PR/HRi83 FactorUse s. IL.15 (3) (C) , Wis. UpslopeCorrection Upslope Width O) = ~ ft. Adm. Code aIDE DETAILED Downslope Correction Factor 03 LIST OF SIZPLANS. Downslope Width (1) = /ft. Z. Required Septic pacity = gal. Total Mound Width (W) L2ft. 3. Percolation Rate min./in: 10. Basal Area: 4. Absorption Area Infiltrative Capacity of Refer to Tin a ILHR 83 Natural Soil gal./sq.ft./day and PROVIDAILE LIST OF Basal Area Required = 'r I sq. ft. SIZING ON Basal Area Available = 6' 1/ Z_ s4. ft. Required Aresq. ft. 11. If Standard Tables from Chapter ILHR 83 f~t311.4 O{ Length f~ are used, Indicate Table # Width f 12. For the Distribution Network, Use Numbers 5-14 In Section I1. Number of T = Trench Spaf ing ft. 11. IN-GROUND PRESSURE SYSTEM 33 5. Distributigtf System: 1. Depth to Limping Factor = Z V ft. Lateral Length= ft. 2. Landslope = .LT_ % lydmber of Laterals = 3. Percolation Rate = ,.1L- min./in. ; °tateral Spacing = M. Distance from Sidewall to Pipe = in. 4. Proposed System Elevation = 10000 ft. s ""/t 5. Wastewater Load, Total Daily Flow: DD gal, System Elevation = ft. Use s. ILHR 83.15 (3)(c), Wis. Adm. Code and PROVIDE A DETAILED IV. "5V$TEM4*+4hL- LIST OF SIZING ON-PLANS. Fill in All items from Section Ill Required Septic Tank Capacity = ) C' I gal. 6. Absorption Area Sizing: V. SEPTIC TANK Percolation Rate = min./in. 1. Capacity = gal. Area Required = 2 ~0 sq. ft. 2. Manufacturer: System Length ft. 3. Show Site Constructed Tank Details on Plan System Width ft. 7. Distribution Pipe Siting: r~ VI. DOSING TANK /Q,,~ Boo gal. Hole Sim = in. 1. Capacity = ~ • Hole Spacing = 2 ft. 2. Manufacturer: a 4 r Laleril Length - It 3. Pump Manufacturer: ~F FYL Lairral Site in. 4• Pump Model: L.rtenl Spicing '3 it. 5, Operating Head= 4.74 ft. Di.I.111ce Ir4im Sidewall to Pipe 1 6. Flow Rate= 3nff gpm. 8. Uistributiun Pipe Uisch,trgc Ral~: / 7 7. Show Site Constructed Tank Details on Plans Number of I loles Per Pipe low I'cr i'ipc gpnt. VII. HOLDING TANK i 11. Manilold Siting: 1. Capacity = gal. 1 ype (center or end) L 11 2. Manulacturer. Length = It. 3,--5fttfW ate Constructtd Tank Details on Plans Diameter = In, -SHOW ALL INFORMATION ON PLANS- DILFIR SPD-6761 (8.03/82) ~I 6 9 Page _ Of Straw, Marsh Hay, Or Synthetic Covering Distribution Pipe Medium Sand ' a Topsoil F '2-% Slope Bed Of -2 ;'I" Force Main Plowed Aggregate . Layer D 1 Ft. Cross Section Of A Mound System Using E 1.1 Ft. A Bed For The Absorption Area F .75 Ft. pr F,`l S j 7 G 1 Ft. p~s4p~T - A 6 Ft. H 1.5 Ft. c0i"B 42 Ft. Lietire Number: ti, r4pg-w 1?, 54 K 10 Ft. ' L 62 Ft * Deter: y: 6r~3 _9 Ft. (,7 t I 10. Ft. L . S 25 Ft. J observation Pipe--,,, - Y A I Force Main W - - ADistribution Bed Of ' Zr- 2 %Z Pipe Aggregate ,i . Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area. `.A Page - Of 9 Perforated Pipe Detail 0 End View )POrforalto End Cop PVC Pipe a Holes Located OnBottom, S Are Eouepy Spaced ,x Lott Hole Should Be ` Most To End Cap Distribution Pipe Layout P 40 Ft. S 3' X 0 Inchon Y 30 Inches ~f) Hole Diameter % Inch Signed: Lateral " 1z Inch(es) License Number: r+PRStJ 3254 Manifold 1-2 Inches Date.: Force Main 2 Inches ~Ty # of holes/pipe 17_ 102,521 Invert Elevation of Laterals Ft. e- . jtiDD5"tliY' LABOR SR~~ RED BUILD ayls~aw ~F 00 0 VAU T G F 9-- • PLIM!" CFIAIABER CROSS SECTIOIJ AM[) SPECIFICA 101`15 -VEIJ`r CAP 'I"C. i. ~'F.I\lT- PIPF= APPROVED LOCKIAIG WEAI-HER PROOF IIJIJCTIO" BOX MAHHOLE COVF~R 25' FcZOM Door,, WW DOW h/aIC71~~ 12"MIU. 1r DOW OR FRESH AIR IAITAKE Q~UL ~0~ GRADE I j 4" MIN. I B" h11 N, CONDUIT -_'Z If3 MIRI. \ YSTEM~~ 4 T -4 1 r PROVIDE I IA1LE `I AIWT ,HT SEAL I I i I FrAPPROVED W JOINT A A3tE1NS I I I APPROVED JOINTS PIPE t+ . - I I I W/C.I. PIPE / I. c iX`I ' ; ' I III EXTENDING 3' EXTEAIDIUG 3 y Q4Q~ r ALARM f~ O SOLI O1.1T0 SOLID SOIL b~. 1y►51t1~ of S I II ONT D SOIL 0 4 CAR EE ELEV. 96'02FT. S PUMP ~ OFF r D COUCKETE BLOCK 1.1 C=~ t~ t RISER EXIT PERMITTED ONLY IF TAUK MAIJUFACTURCK HAS SUG PPROVAL SEPTIC E 5PECIFItATIQPJS DOSE flee?cs C.P. TAIJKS MAUUFACTURER: WPABER OF DOSES: PER DAH TAA1K SIZE: 800 CALLOUS DOSE VOLUME ALARM MAMUFACTURER: tan.Tr alert INCLUDING SACKFLOW: 105 GALLONS 41k(cS7 425 MODEL NUMBER: n/a CAPACITIES: A= -UICAES OR GALLONS SWITCH TYPE: mercury -67- INCHES 0R 3GALLOUS PUMP MAUUFACTURER: ZOeHer C= 5.1 imr-HES OR 105 CALLOUS MODEL NUMBER: 97 D= 12 INCHES OR~~'• ?GALLONS SWITCH TYPE: rlercury MOTE: PUMP AND ALARM ARE TO BE MINIMUM DISCHARGE RATE 39.78 GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFEKEMCE BETWEEAI PUMP OFF ARID DISTRIBUTION PIPE.. 6•5 FEET MIkjIMUM NETWORK SUPPLY PRESSURE . . , . , 2.5 FEET _`?0 FEET OF FORCE MAIN X 2- 62 F/ Y100 Fr FRICTIoU FACTOR.. 79 FEET TOTAL DYNAMIC. HEAD = 9.79 FEET INTERNAL DIME 51 NS• OF -A K: LENGTH 81" ;WIDTH 4911 ;LIQUID DEPTH 41" SIGUED: r LICENSE NUMBER: I ~ `C 5 3 DATE: " r, HEAD/CAPACITY CURVE m • w' HEAD CAPACITY CURVE EFFLUENT MODELS i TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE 34 - - EFFLUENT AND DEWATERING 1355 32 - Ins _ 57-59 97 99 I17-139 161 16J 165 185 188 1B8 1B0 100 7T. M Cal kUe Get. Lne 0.1 L6d - G I Ltra GN LBa: Gal Ltr> Gd,Gal. Ltr4, Gd. Ltrs, Od. 11:a. Got Let, 30 - 5 I.S 43 : MI 56 212 72 273 104 341 106 .401 61 23i- 61 231 68 ...220 155 587 155 M7 _ - to ,3.05 34 129 46 174 61 231 79 300 100 379 61 231 91 231 68 220 148 660 161 672: „n 15 4.k7 19 72 5 133 45 170 64 242 91 344 60 227 60 227 59 220 142 637 145 .549 li 20 6A - 15 57 25 95 36 136 82 310 59 223 60 227 68 220 135 616 10 d30 28- 25 7.62 8 .30 74 290 67 218 59 273 68 220 128 484 1JJ 6W I .4 0 30 9A4 65 246 65 1219 45 174 46 +72 55 206 75 283 5e 220 105 391 114 431 90 340 58 220 121 4~8 127, 481 22- IR6 FO 15.4 21 80 13 125 51 191 58, 219 6e 220 90 341 700 3)9 18. ^SI 15 67 43 t81 36 136 -58 220 71 269 95 322 20 70 21.'14 30 114. 10_ 3B 52 197 61 190 70 265: fi~• 165 BO 24 JB t4 5J 45 170 28 106 54 204 90 27.43 32 121 2 b 37 140. 100 .'10. W _ IB 8B 21 70. 16 I f. 5 110 3200 7 2e. B 30 I~ft - - - Lock VAN.: 19.25' 23.75' 23' 26 56 66' 87' 73' 115' 91' 112' - - EFFLUENT & DEWATERING I65 Warning: Model 185 should not be subjected to less 10 I 1~; to - than 30 feet TDH. Ifl1) 6- Note: For Head Capacity on Model 112, industrial 6.. column-explosion proof pump, see FM 219. -4_. >8 3 1. SEWAGED&-Dd*ATERING GALLONS .•nl 401 .-SO 6~1. 70 8,0 All, C,n.,.-,,,,,.11.10 1 •0.1,_,q_ 50 ,60WARNING: Model 293 should not be subjected ITTERS I 80 160 240 320 400 480 560 640 to less than 15 feet TDH. n N a w LL 24 _ 80 - - - - TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE SEWAGE AND DEWATERING 75. 22 SERIES 262 266 267 268 282 284 292 29 294 295 70 f1. M (;aI Lt,,. Gal. LOS. GBI. Lin. G91. Ltre, Gel. Ltre. GBI. Uro. Cal. Ltr3. Gel, Un. Get, Lin. Gel. L17Y. 5 1,52 90 341 464 2s 4 28 48 0 492 1 140 $30 3, 852 20 65 10 3; 5 60 227 189 337- 189 337 89 347 195360_ 158 598 124 469 -1807,7885 2205 •J78 Ifi 4 SY 22.5 85 50 189 50 189 50 189 63 238 135 511 108 401 130 492 185 025 1851700 20 6 10 10 38 10 38 10 38 33 125 106 401 88 333 119.450 150588 I8B 638 .'i 18 60 _ - - - 5 7.62 76 288 68 257 106 401 136.818 183,880L 30 9.14 43 163 41 178 90 340 121 458 , 140 830 55 40 12.19 -5 19 50 189 94 358. _115 435ir~. SO 1524 56 220 89,397': 50. 60 .1829. 13. 40 _59223 70 1 34 14 d - LOrk 21 21 25 26 35 42' 50 62 77' 45 - 12 40 - 35 30 293 _ 25 8 "IN 8 -20 15 282 4 10 292 • 2 262 266, 267, 268 284 294 295 GALLONS 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 LITERS 0 80 160 240 320 400 480 560 640 720 800 Boo l f _4