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HomeMy WebLinkAbout020-1006-00-000 ryh p u9 w ~ I h o _ I N L a" 3 I ~ I ~ a o ' w I obi Lo~ I m ~ c c r 0 a v z° m ` I c 1i c N I O f0 3 C Q O CL M v y I z H Z E ° a m Z O H O O Z a c d Z ° o to F- r C N z E "2 a a~ co N OI .5 1 c m 0. co 0 4) z w 0 z co N Z N m (V O ~1 N7 r H E M a C U) U) I m y a N m ~ m i ~ co 0 O Z • a a a a = 0 N v U) J c) rn rn z° ~ O O 'O ° m c I C N 2 Cl) d 41 Q U) co 0 y C O cy C O m:3 0 0 Apr O~ m V n- 0 0 r }„i ~O'p 1- 0 N N V C O N O 7 N M ~i O y M Cl) N Q) H C MI~r co clq m •O 0 0 2 2 N O z G L (n 34 CC ~ w xt a w IL L a • a d ;V m c m c r~ a> M = DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION LABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX N w 5739069 HUMAN RELATIONS (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWN HIP/MUNICIPALITY: LOT NO.:BLK. NO.: SUBDIVISION NAME: 1/4 to 1/ /T NI" E (o c on ,2- - rrr ti *kj COUNTY: (??gER'S/BUYER'S NAME: MAILING ADDRESS: _ lO USE DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION: ry PROFILE DESCRIPTIONS: PERCOLATION TESTS: LJ Residence 3 LJ New ❑ Replace RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK: RECOMMENDED YSTEM:(optional) ❑ ❑U ❑ S E20 O S ❑U ❑ S CCU ❑ S ❑ 11 4 d~GSr 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: Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS~Zj 71 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.) AL 9/. 5,1 n S i C I S ,3 W S. > S-a s B- ,s ns ~c csw ~6 s/3. .~c r~ c s B- 3 r 7 /V G 7 , F' . to '~H SSi / c ~CS G~ - >.SD2 ST 3.,f B- 96 t '9151 /•3'27, e Z 5- 2? -Z w " c w Ls P~ 7 n c 6 S gr~cS - w rr ,00~ CV B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PER PER INCH P- P- P- 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 07 M i l~0 7T-r H 3 • r- , • ~ it!~..,,C i~6~Cl~ Af~'~19~•' 100,0 _ L N.__.._.., e INSTRUCTIONS FOR COMPLETING FORM 115 - SBD - 6395 To be a corrrplete and accurate soil test:, your report must include, 1. Complete legal description; 2. The use section roust: clearly indicate whether this is a residence or commercial project; 3, MAXIfV1UM number of bedroorns or commercial use planned; 4. is this a new car r( rlacenient syst:enr; 5. Complete t o sl,ttity rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER - ...3E RULED OUT BASED ON SOIL CONDITIONS; 6. PLEASE, ~ - the of kerns shown here for writing profile descriptions and completing -the plot plan; 7. MAK'-_ .~;IBL ,rt accurately locating) your test locations. Drawing to scale is preferred. A s,if desired; S .,r b; end vertical elevation reference point are clearly shown, and are permanent; 9. Cc ill <.ppvopri,. boxes as to dates, names, addresses, flood plain data, percolation test exemp- tion, appropriate; 10. If the inforrrrat` -h <s flood plain, elevation) does riot apply, place N.A. in the appropriate box; 31. Siam the form a._:. -r your current address an(] your certification number; 12. Make legiblc copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHOR ; THIN 30 [SAYS OF COMPLETION, ABBREVIATIONS FOR CERTIFIED SOIL TESTERS Snail Sep ,r.,tes and Te + v rabols st: _ S aver 10„I BR- Bedrock cob - C, . b[a (3 - 10") SS - Sr Istor e, gr Gonave: (under 3") LS - i_ ~orE S 13 c W Saod Perc - 1'''. _I R_._. rned s r1 Sand vet is _ )d Bldg Is L Sand > ;r Than oalll < L. L BI Gy t11 y -,y , F ov", Loarn R R_, Clay Loam mot Mottle's iay vvll with sic ".,y f'' - few, t 'ie, 1t t t tit IZ! nr - .l ~k d - rust n, p prominent: WL High water level, Six 0-1, S<; to twtr s surface "'eater" for , postal BM - Bunch M rk VRP Ve€ :ic nce Point FORM NO. 985•A s ~ NNM~Nr4r•rO/q® n181980 co 368417 CERTIFIED SURVEY MAP LEGEND IJNPLATTED A W S24g•00' a~o1,I%y0 SECTION CORNER S8404 p 1"x24" IRON PIPE 1100 w NW CORNER WEIGHING 1.68#/LINEAL a'6, 00 SECTION 8 FOOT, SET. cn T29N, R19W• Ilk FENCE 1" PIPE SET co A N r co SCALE IN FEET 00 I n-~ ~ I N 1 I ~ 661 TRUE 0' 100' 200' c 4 •O1 2.41 ACRES I M Ilo i BEARING o w UNPLATTED LANDS o 126.55' J N 89014'W ® 20201g10311 900 't c1pil o -Al"., \8r 660 Ic o O N o, c . If 6 o~94 l6, z I m c -PRIVATE 134050' 03" og3~ N I r p r_g OP W © 3 0, S89°14'E N660 Im I 2 $ 126.55' ~ `qp ~ 0 SW- NW - m 61s' 009,30".. I Ii N s i 1 om Ir j`p Icl V) 6 ' ° 2.18 ACRES c O 1130 4311 9'?ti 4 T 174 0311611 co v' Ln Pz ~N 3.46 ACRES •`o j 33' 3' e. 295009'41 0 295°09'41" 1 lug 16 It ► R=80' i IZ Ir ,1 ' 0 165°37'20" tj 73. CY) It 0 r Ir ~ o c z . 1> m I p LA 1 `'s ' 'n V9 to 2 2.98 ACRES N N 0 co -n 0 (A Si 3 M C 0 -1 3 CD 3 o c _ fT W Z O N= OOD N ~C• c, Ot v, O Z CL N p 0.0 A co to W M 0 p p `A\ W N a 3 O p N 3 7 CO 0 1 O Q N @ O 0 0 O L OD O O C p CD 7 fJ O 3 7 in o O Q .yi d o.C v < D (D c c a rn v co v 3 O OD CD CD (D ;o CD n y ~ Q !r~ = 3 M 0 0 01 ry 0 0 z G N o co ' c Vl fA C, O Z 3 c, T v v o O (D lD H ya A .Z1 CD w O O N 1 C- 3 0_ o 7 3 N N N Z O C Z O (WD O a, O CO) N O N C CD W fD d z 3 cc N p N a A Z N a A Q O co a 0 Z 0 A O Z V ~ W I ' Q 0 C O T o a ' O I N i ~ I l "t rY> A S N I ~ O 0 b ti CD Op t0 b9 O N ti O L STC - 104 sr " AS BUILT SANITARY SYSTEM REPORT cC),Oi ,y OWNER ADDRESS DIZ+zY- KlAy- ram SUBDIVISION / CSM# LOT # SECTION T N-R W, Town of U0S ON ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYT IN WITHIN 100 FEET OF SYSTEM 3 & OKOW-1 I-y 0 ~-\g 6, rs - O G ~J ~UI C IPQ~.IOV.~ 6 y' y a U iax'7s Qto INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: S 6"S10N ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: We 4 5 Liquid Capacity: QU(j v~ Setback from: Well bveti SGT House i S Other ( Pump: Manufacturer Model# Size Float seperation ~ Gallons/cycle: Alarm Location ~SF~ yNT~~P~DY I~ 1~Y>~Sf~1~ :SOIL ABSORPTION SYSTEM Width: a Length Number of trenches Distance & Direction to nearest prop, line: Setback from: well: pv e~ lou' House OV e_ Other ELEVATIONS Building Sewer ST Inlet, 9Q , U ST outlet 9v _ aS PC inlet PC bottom Pump Off Header/Manifold Bottom of system Existing Grade r*-t Final grade DATE OF INSTALLATION: O. PLUMBER ON JOB: LICENSE NUMBER: 3 yo y INSPECTOR: 3/93:jt Wisconsin Department of 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 284332 Permit Holder's Name: ❑ City ❑ Village Town of: State Plan ID No.: MCNAMARA, JEFFREY HUDSON CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: ' / 020-1006-00-000 TANK INFORMATION 44 ELEVATION DATA AQ7jI1Q1 Q1 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ~L)"eU Benchmark Dosing )y L v(. ''7 Aeration Bldg. Sewer J . r Holding St/ F Inlet TANK SETBACK INFORMATION St/ I~f Outlet TANK TO P/ L WELL BLDG. Ventto Air Intake ROAD Dt Inlet I - _ Septic NA Dt Bottom ilt -4 Dosing. NA Header/Man. Aeration NA Dist. Pipe 2 Z- Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand Model Number GPM TDH Lift Friction System TDH Ft oss Head Forcemain Length Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DI VrS LEA nufacturer: SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM INFORMATION TypeO CH ER Mode Number: System: OR UNIT DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia- Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed/ Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: HUDSON 08.29.19.15A2,SW,NW 1036 DEE4 RUN ROAD LOT 2 E d ' Plan revision required? ❑ Yes ❑ No 1H Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: r °ry;^ Safety and Buildings Division v■`■■■~ SANITARY PERMIT APPLICATION Bureau of Building Water Systems 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 81/2 x 11 inches in size. (2110 • See reverse side for instructions for completing this application State Sanitary Permit Number y y y government p g ❑ Check if revision to previous application The information you provide may be used by other agency ro rams ~3 {Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATION P y wrier Name Property Location 1/4 n fA~ 1/4, S T a , N, R y E (o W Property Own ailing A s Lot Number Block Number O Q -1 03b / ll-1) -WI NA city, S ate_~ Zip Code Phone Number Subdivision Name or CSM Number ~f.1..5 0 A) Oil .S D / ( > 4 N II. TYPE F BUILDING: (check one) E] State Owned El it(Nearest Road ❑ VII age ❑ Public 1 or 2 Family Dwelling - No. of bedrooms 14 Town of c III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo tt 0 Q 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. <'fVew 2_ ❑ Replacement 3. E] Replacement of 4. E] Reconnection of 5. ❑ Repair of an ------System ________System_---- __TankOnly- Existing System _________ExlstlngSystem 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 NSeepage Bed - Z,,4t ftoldR. 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit Syt~'4w., 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 n Re wired (sq. ft.) Pro osed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) Elevation V 0 ~ QU 19. 0 Feet 9 0 - Feet VII. TANK Capacity Total # of Prefab. Site App INFORMATION in gallo Manufacturerrs Name CO" Fiber- Gallons Tanks Concrete Steel glass Plastic Exper. New Existing strutted Tanks Tanks Septic Tank or Holding Tank , 1000 < ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ❑ ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plu ber's Narint) Plumber'' Signature: (No Stamps) MP/MPRSW No.: Business Phone Number: Plumber's Address Str et, City, State, Zip V e): IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issue Issuing Ag nt Signature No Sta s) - Approved E] Owner Given Initial `~1F~66 ~ Surcharge fee) Q Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD-6398 (R. 05/94) DISTRIBUTION: Original to County. One copy To: Safety & Buil(lings Divmion, 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 informatior 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 vvith 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; Q soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) fora 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. 'U b N A M E -e k N ...N.AM E M du L AT 10 nl_._---! R Vul,~Sd =\.c> 1. IC EN S E - A T J-a T ~d~e : ~~JPCeN loll G1P111 ion /;t 7s- aep 1,9Q -f"r, Ioo' rev,, gs ~ M lU ' ScY"~ i c a S~s~'t~, gar ~ X<- 1 'I hP1J (,gyp _ ^ _ ' 0, --t` oy ttY Us~tig TuR~1~ 5 1-4 P) 'r` w~~ x lko~ds )w9 ia' P~P~,Iw~. ~+eest •z . rZN~~~~Rp IdR _ 1 r \ ) oo~ IG 1 Gulzw Tuuu D 3 c o R a &rOc1' N4,t t N or~v► Tp o ~ 1'U4i I A~ use o~ 14 ~J1I'Orjorn TK.4 . ~ r1X1R1~PP b ~ ~QQ 1~)D~6T`) - t yy! 1 .I 4;;p FRESH AI1: INLETS AND OBSERVA`PION PI.BB CROSS SECTION ` Approved Vent Cap Minimum 12" Above I t\j p~(Zp ~ " Final Grade___\ f C~ 9" Cast Iron Above Pipe Vent Pipe To Final Gradr. SAFETY & BUILDINGS LNCtUSTRYTMENTOF REPORT ON SOIL BORINGS AND DIVISION [`c1S, P.O. BOX 7969 LABOR AND PERCOLATION TESTS (115) MADISON, WI 53707 HUMAN RELATIONS (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWN HIP/MUNICIPALITY: LOT NO.: BLK. NO.: SUBDIVISION NAME: '/4 P lT N/N E (o o ti eV. " , "Ab COUNTY: AM : MAILIN . USE DATES OBSERVATIONS MADE NO. BEDRMS.: COMMER IAL DESCRIPTION: rryy PROFILE DESCRIPTIONS: PERCOLATION TESTS: ce 3 New ❑Replace / t 27 Z LJResiden L2J RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: I N-GROUND-PRESSURETEIS YSTEM-IN-FILHOLDING TANK: RECOMMENDED YSTEM:(optional) ~Sau ❑Sas cu RuOS BU 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: ~ - Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS?4,j,&i BORING TOTAL PTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN. ELEVATION OBSERVED EST. IGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B- > / C / S n w 14. Ike > So7 s t B- rep, O e > S~ 1 ' %c 8' c s w L 's1 c w C74 SD~ fJ A~ gncsc~~9,cv;s~_s~/oy~,-4 71 B- , 7 /V t 7 1n~ "Jr' .lo '9h S i/ c /•7' / CS - >SD~ S~ 3..5~ 14 ;,el f " > 2 'Z7 /•3' H 2 w ' h CS w Ls1 B- y 46 ~ %a/l Z B- ~ PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP I WATER LEV L-INCHES RATER INCHES NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERT D P / f P- _ N i / L S P- P. 3 S`/ 3 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 qn the plot plan..,"ow the surface elevation at all borings and the direction and percent of land slope. %,4,,,4 - 7 D SYSTEM' ELEVATION t 7 1~p X< il"C"r,4, ~;✓F/PN i~ ~Fr urn i ~ ~ { j I ~ i ~ ~ j n I ( i I r - _ N j J dei rH- g ICY ~I ST. CROIX COUNTY WISCONSIN ~a ' ZONING OFFICE Ir ' , ST. CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON, WI 54016 7r _ ' 1 (715) 386-4680 - IY November 20, 1992 Terry Pirius Edina Realty 700 2nd St. Hudson, WI 54016 Dear Mr. Pirius: The onsite soil evaluation which I conducted on lot 2 of CSM recorded in Vol. 4, Pg. 1022, located in the SW1/4 of the NW1/4 of Sec. 8, T29N-R19W, Town of Hudson, St. Croix County, revealed suitable soils for onsite sewage disposal to a depth ranging from 7811-92". This site is suitable for new construction using a conventional septic system. However, the textural and structural characteristics of the A and B horizons of the soil profiles result in very limited permeability. I strongly recommend that a series of long narrow trenches be designed based on a soil loading rate not to exceed 0.6 gal./Sq. Ft./ Day. The trenches should be installed deep enough (approx. 6 feet below existing grade) to take advantage of the coarser soil material deeper within the profile. This will result in approximately 2 feet of gravel being needed beneath the distribution pipes within each trench. I believe that a system which is installed following these guidelines will best accommodate this site and will help insure the systems longevity. Should you have any questions, please feel free to contact me at this office. Since ly, ames K. Thompson Assistant Zoning Administrator COMPARE THE ADVANTAGES - CHOOSE THE INFILTRATOR GRAVEL AND PIPE Backfill Lack of cover material on sidewall 4" Perforated Pipe. w ; may allow soil University studies prove - intrusion that it does not give even distribution. Stone or gravel Infiltrative supports soil and surface with provides limited storage only. Gravel biomat formation • provides no treatment. Stone Masking STONE MASKING- 40% - 60% of infiltrative surface LIMITS INFILTRATIVE CAPACITY Compaction from Unmasked effective gravel emplacement - infiltrative surface reduced infiltration rate Native Soil Solids build up In Masked zone - spaces between gravel, limited infiltration limiting infiltration PROBLEMS WITH GRAVEL: ■ Reduces infiltration rate 50% to 60% according to experts ■ Handling and waste ■ Site damage Bomat ■ Cost Water disperses J 7, _ beneath stones ; . r ~ THERE IS A BETTER WAY THE INFILTRATOR® DESIGNED TO SOLVE PROBLEMS infiltrative surface Backfill INFILTRATOR* Units Available in Standard or High Capacity No soil intrusion Storage volume more than 2 times greater than a gravel ( Micro-Leaching Chambere trench of equal size ` (No need for geotextiles) y Native Soil Side wall designed to minimize masking effect MICRO-LEACHING CHAMBERSO Entire bottom of trench provides perfect unmasked Ribs - create-additional infiltrative surface ' voids for biomat formation. -Protective rib prevents - STiiN!>tl Rt> , } U1100WAPA ' ; soil backfill intrusion 311111t k ;-Il tTalt" and creates voids x4 for optimal biomat formation SIZE 3'x 6.25'x 1' 3' x 6.25'x 1.33' . wide open slots WEIGHT 25 Ibs. 30 Ibs. provide open area equal to porosity of STORAGE 10.3ft.3 (77 gal.) 16.3 ff.' (122 gal.) sides of gravel trench. - 8° co DEC a 8198)co 3b8 4 -1 P? raghtor Of CERTIFIED SURVEY MAP ED ~ ~ LEGEND S UNPLATTED LANDS W ® SECTION CORNER S84045 o11~y0 p 1"x24" IRON PIPE 1 sx) NW CORNER WEIGHING 1.68#/LINEAL ISO?6' co SECTION 8 FOOT, SET. rn T29N, 111911 1O 1" PIPE SET FENCE ° ^j N v W SCALE IN FEET co I riz N 4 I 01> 6 ' I TRUE 0' 100' 200' I~~ II; BEARING Q'w 2.41 ACRES 'm IIOC I UNPLATTED LANDS I~ ilk , 126.55' N89°14'VV 2020 18'03" 90 138o531 ~ 0 ke11 o ~ 18~. 66'0 Ic 0 N `•N 66o`91, z Iz PRIVATE SS'S7:~ `r~•, 8 134°50'03" o I> x 0 3 N D S890141 E 3`~ \T_'` 6oE 'j I-I 1 12 00 126.55' V)\ N6 N c Im lo ° '9p d:b\ SW- NW m ' o 1 6 6 09, I loo, m \ \ Ir 1 to D I03 r z I70 Ion. 3 Io 1~o Im- 6 2.18 ACRES I 1 I 1 113°43'19"` 4 774°03'16„ o n Un 117, tN 3.46 ACRES :o 1o I loo 295°09'41 a °i ° 1 3311 3' Iw 295°09'41"' 1 Iv, 16~ 1- 1 ~ t c R=80' -o \ D 1\ 'Q 165°37'20" S6 I -f-I a ?3, 2 784 D Ip \ o \ c~ o0 9g, -I Ir o r °ti m Iz ° l 93 m co 2 r \0 2.98 ACRES r i CD Z N O co -n APPROVED Z 2 \\33 57.46 182040 La C N TV 6 1980 S T C - 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 & I Inp ro- Loca4 ion `ot property ~jUJ 1/4_1/4 , Section T,2C')10,fN-R~W Township Mailingaddress Address o f site _ 1034 1 sec 2a,U oad . rid suz zaT 5~Oa_ JCJr' Subdivision name Lot no. Other- homes on property? Yes_ No Previous owner of property W-r_L;ot1_ 4, q~ P4 e " Total size of property I Total size of parcel Date parcel was created Are all corners and lot lines identifiable? Yes No Is this property being developed for (spec house) ? Yes ___X No volume //go_ and Page Number ~,421 as recorded with the Register of Deed;. 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 references to a Certified Survey Map, the Certified Survey Map shall al. so be required. PROPERTY OWNER CERTIFICATION I (we) certify that all statements on, this form are true to the best of my (our) knowledge that I (we) am (cite) the owner(s), of the property described in this information form, by virtue of a warranty deed recorded in the office of the County Register of Deeds as Document No. ' And-that I (we) presently own the proposed site for the sewage disposal system or'f,AZ (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in thefffice of the County Register of Deeds as Document No. 5 to of Ap licant Co-Applicant 1) it _c ; 1,11VIt ure Data of Signature STC - 105 S1-,PTIC TANK N1AINTE'NANCI? AGRI';I:MEXY St. Croix County OWNI?R/I31,YI1'.IZ .g1.~. Cs J!1a MABANG ADDRESS PROPER'T'Y ADDRESS (location of septic system) Please obtain from the Planning Dept. CI'I'1'/S'1'A'1'li• 7~(G~,GI_=?Oli~ ~~-~7~~ - PROPER'T'Y LOCA'T'ION ~ 1/4, /J~J 1/4, Section TOWN OF QlC1p&j ST. CROIX COUN'T'Y, WI SUBDIVISION LO'T' NUMBI-,R _ J_, PAGE( , LOT NumBER CERTIFIED SURVEY MAT' , VOLUMF,4 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 licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July I, 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 St. Croix Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (L) aRcr inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum I/Wc, the undersigned have read the above requirements and agice to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the wisconsin Wit Certification staling; that your septic has been maintained nnrst he completed and returned to the St Croix County l.oninl1, 011-1cer within 10 days of the three year expiration dale SI()'N1;l) I)A f1.' o2'~Gl~7 St ( mIx Ciwnty /miming ()llicc l io►vernnu~nl l ~rnlt'1 1101 Callim-Iracl Road t l/'► ~ 1110srn. WI '1401o ' STATE BAR OF WISCO%';l~ R.kj 2 - :982 WARRANTI VEED V L1U0~'A:_ i?i HEG(STER'SCFFICE DOCUMENT NO. Peed 4cr Rxcr.1 _ _hard A. Reed~_JY. and nary K•e----- i husband aad wife: APR 1 1996 CA 10:30 _ Jeffrey T. McNamara g,- 'lanara _L_ r 44- cuncrN's and wa-rmts to . Hoffman-McNaa-_ara, husband and wife, - F. ~A C._ - TH,S SPACE RESERVED FOR RECCPDING DAtA NAME AND RETVRN AUDPEGS the (upon. tng ties: nbed real estate in St. Croix County State of Wisconsin: 020-1006-00 _ PARCEL IDENTIFICATION NUMBER Part of S141/4 NW1/4 Sec. 8-T29N-R19W described as follows: lot 2 of Certified Survey Map recorded in Vol. 4 of Certified Survey Maps, page 1022, as Doc. No. 368417.. Together with an easement over the existing private roadway as shown on the aforesaid Certified Survey Map. y T RAN -ER FEE- This is not homestead prof arty. (is not) Exception to warranties: Easements, restrictions and rights-of-way of record, if any. P Fated this day of 'arch . A D, )a 96 2 ~ - / (SEAL) _ (SEAL) ~'v K. R ichard A Reed. Jr. (SEAL) (sr.) AUTHENTICATION ACKNOWLEDGMENT Richard A. Reed, Jr., State of Wisconsin, Signature(s) Ma K. Reed County ) % Personals came before me this day of authenticated this 2 day of March 19_ Y 19 the abrne named Krisd a land TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Scats.) to me knouv to be the person who executed the foregoing instrument and acknowledge the same. ~ THIS INSTRUMENT WAS DRAFTED BY Kristine Ogland r,,,.nty Wis.