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HomeMy WebLinkAbout018-1002-40-200~ ~ ~ ~ m O w \ m > > > ~ ~ ~ ~ 3 N Q ~ N d 7 , , N o~ ~ ~ c o ~~~ m V ~ 0 j 7 ~ D ~ A fD i v (C} C Q O W 3 o O ~ ~ Z O N c m a z ~ N c s ~ ~• m N S fD O 3 fD N C fD (D N N~ D o°m°' a 3 ~, ~ ~ O a: o ~c ~ ~ cn ~• w N 7 Z c'yoao. o A ~ a N a =~ y o ~ 6 ~ n ~ ~ N n fD ~ N ~~ N ~ a D '~ 2 ~ .. 'p ~N W ~ N O ,. c o m N O (D O O o:. _~~ ,~~ ~~ A ~ 3 r: o ~ ~ N C ~ ~ 7 61 y r ~ m m ~ Q C. N O 01 o ~ rn o°o o_ N N ~ A A ~ 2 ~ 'D ~ N O O O 3 a ~ ~ ~ ~ O m y o ~ cn ;-. D D o c a fD (A y S 41 7 N A N c v a N N N ~ ~. j O "7 3 y ~ fD W Ay (D m m c 7 a 3-~~ d C _. ... ~ ~ ~ C ~ -. ~ ~ ~ o o ~ l 3 N ~ ~ c0 ~ V N O d ~ ~ 'S 0 0o N ~ ~ .7 O r ~ ~. ~ ~ t! M !! y ~ c 3 •' ~ i ~~ ~ ,d.. ! .. ~ ~~ o ~ D i ~ ~ ~° w ry~ V ~ ~ N ~ A Z cOi ~ ,`'D r. ~ 'A Z O .. ~ C~ ~ ~ < W ~ Z A T1 m I O A fi A N ti O 0 A v Oq V ~ ~ a /; 766c..-'[Zr~ VDL 19 PAGE 4938 KATRLEEK H. wAL~H REGISTER OF DEEDS ST. CROIX CO. , MI RECEIVED FOR RECORD 02/25/2005 08:30AF[ CERTIFIED SURVEY FLAP CERTIFIED S URVFY MAS~EE2 ~~ ~ `~`~ ~( E! ; LOCATED IN PART OF THE SOUTH WEST 1j4 OF THE SOUTHEAST 1/4 OF E ~~~ ~ ~ ~~~ SECTION 1, TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. ~ s ' OWNERS: RANDALL AND LINDA PAUL 2066 110TH AVENUE BALDYVIN, WI 54002 NOTE: BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE SOUTHEAST 1 /4 OF SAID SECTION 1, ASSUMED TO BEAR N 89'21'41" E. SETBACK NOTE: FRONT YARD = 100' SIDE YARD = 12.5' REAR YARD = 25' of Z( of I ~I ~I z ~I SCALE: t~ ~ 100' O 25 50 100 UNPLAT7'ED LANDS N 89'21'41" E 375.71' LEGEND: I I ~ =,t. •~ =1`~ ~ . .t~ • SET 3/4" BY 18" IRON ( , J: ~~~ } ~ PIN WT. 1.50 LBS./FT. I "' S-2tr/8 ~ ~ COUNTY SECTION MONUMENT I _ ~!Or?0`JiLEE . G+` (FOUND AS NOTED) ( ~ ~ ~ I s - - BUILDING SETBACK LINE I j J~~PJ ~ ~ ,,' U WELL LOCATION ~-- - - - - - - - -`- - - ~' - - "'~-t N 89'21'41" E 9 4 7.56' SOUTH 1/4 COR SEC 1 FOUND ~_ 1" SURVEY MARK NAIL ~_.~, .,~ D1 QI JI 01 ~I JI a ~1 N 89'21'41" E 1320.82' _ 5 89)'118'14" W 373.36' ~ 31.79' M -/ -373.26'- ~ 32.17' - ~10TI~ AVENIJ~ \ M _ '"~ SOUTH LINE OF THE SE 1 /4 SE COR SEC 1 -N 89'21 41 E 2641.64 = FOUND 1" SURVEY MARK NAIL UNPLATTEO LANDS THIS INSTRUMENT DRAFTED BY RYAN MENT>rR HUMPHREY ENGINEERING 0 0 r - - - - - - - - -- - - -- - - ----I I I I SEPTIC I I ~- SYSTEM I I I I ~/I I ~ ~ I SHED ' ~~~ I ~ I I I I SHED ; ~ I (~ I ,p(~ I I N I O I W I_I ~ LOT 1 / 1 j ~ I~ ^ INC. R-O- ml 3 `n N ~ I °~, 304109 S. HOUSE ~ I ~ g` 1 LsHEO 6.98 A. ~ i i g o Z I ~ ( N Z I EXC. R O-W ( ~ I 2922 1 S. F. ( a I 6.7 Ac. ,.. '4> w I - ~>.I' .. SHEET 1 OF 2 1 •. 1 Vol 19 Page 4938 Wisconsin Department of Commerce Safety ahd Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: ' City Village X Township a Paul, Rand Hammond Townshi CST BM Elev: Insp. B M Elev: BM D escri tion : / q ~ > TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic < < ( '~ ~~~ Dosing ~ , Aeration ~ ~~ `~ "~ Q~ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic 7~ ~ n tt- /f ~ ! "D ~ (/ "J ~ B '~' Dosing ~ ~~~ ~/cb ~ p , r ~ ! `I ! ~~ y" r `'_ Aeration Holding PUMP/SIPHON INFORMATION ~~ u i Manufacturer ~J ~ ~I 1 ~~ ~ ~ GP and Model Number L~ ~l,`~ ~~ TDH Lift ' -' rictio~Loss~ System~ea~ TD ~ i t '"`~bfi r Forcemain ngth „n Dia. ~ Dist. to Well r SOIL BSORPTION SYSTEM ELEVATION DATA -1 County: St. CfOiX Sanitary Permit No: 453286 0 State Plan ID No: Parcel Tax No: 018-1002-40-000 Section/Town/Range/Map No: 01.29.17.15 STATION BS ~n• g3 HI /Ol~ FS 3 ELEV. OD .cS Benchmark ~ , ~ ~ ~ ~~ 31 /dv BId~Sew ~ ~, I~ `~~ f l -~ / SUHt Inlet ~ S ~• ~ ~ • ~~ SUHt Outlet c1 I o Gr U r O Dt Inlet / ,~ ~ ~j'Z ~, ! f Dt Bottom ~ ~ '' I Header/Man. ~ d,,,, ~ w ,,11 / Q (J. / / Dist. Pipe~~, ~ ~, 6. 6~- ~ ~ ~ ~ d, Bot. System o~- ,~ ; ~ dS ~ 2 9, sg Final Grade St Cover ~ . Y/ / ~ ~~, ~ r1,V~d~ /b ~ ~~ /S• G~ BED/TRENCH DIMENSIONS Width ! ~ ~ Length !~ ~ ~ No. Of Trenches ~~ PIT D MENSIONS ~ No. Of Pits ~ Insid Dia. ~ Liquid Depth \ SETBACK SYSTEM TO P/L BLDG WE LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR ~ Type Of ystem: 3a~ / ~3~ -j- ~ ZOO ( ~ (61~ UNIT Model Number: \ DISTRIBUTION SYSTEM .,Q~, , ,~~.~~~ (,.~'C>ze~.c~a~///) ~,( Header/Manifol Length 2' - ia~_ Distribution ~ r ~~ p O Pies c) •25 ~•~ Length ~ ~' Dia ~ Spacing x ole Size lr I x Hole Spacing /. ~2'J~ V to Air Intake SOIL COVER x Pressure Svstems Onlv xx Mound Or At-Grade Svstems Onlv Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil - i ~ Yes [j No i-~ Yes [] No i nn~ ~C..le COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ / (1~ / ~"t Inspection #2: ~ /~/~ Location: 2066 110th Ave. Ham o , WI 54015 (SW 1/4 SE 1/4 1 T29N R17W) 40 acres Lot P'ow`•w ~k Parcel No: 0(1}.29.17.15 P ~ Q t QF~IC. `~C~ // a ~ ~.. ~ ~ ~ ~ ~ ~ d~ J SCE ~r Fes' 1. Alt BM Descri tion = r ~ ~ V ~'~ O~ 2.) Bldg sewer length = ~,~+~} I ~~\ ~ 5 J9 ~ C~~~ -amount of cover = I ~..~ ~, ~ ` - ~~ ~~~,j 1 t'B ~ [~ l ; Plan revision Re wired? Yes No ~] ~ - I ~ Use other side for additional information. L___L_~_ l ty-1V_ l_I ~,_ _ _ ~ J SBD-6710 (R.3/97) Date Insepctor's Signa re Cert. No. o: w PUMP PERFORMANCE CURVE LL MODEL 15111521153 • 14 45 12 ~ o = 10 '0 8 25 ~ g 20 t5 4 10 2 5 o- FLOW PER MINUTE ~~~~~Q~ Qp~~~CGQ~~Uo [~~ 014509A • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. ~~~~ ~~~ ~~ ~et°P~~s 151/15211 53 MODEL S Control Selection Model Volts•Ph Mode Am s Sim lex Du lex N151 115 1 Non 6.0 1 2 or 3 BN151 115 1 Auto 6.0 Included 2 or 3 E151 230 1 Non 3.2 1 2 or 3 BE151 230 1 Auto 3.2 Included 2 or 3 N152 115 1 Non 8.5 1 2 or 3 BN152 _ 115 1 Autc 8.5 Included 2 or 3 E152 230 1 Non 4.3 1 2 or3 BE152 230 1 Auto 4.3 Included 2 or 3'' Ni53 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included _ 2 or 3 E153 230 1 Non 5.3 1 2 or 3 DE153 230 1 Auto 5.3 Included 2 or 3 TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 151 152 153 Feet Meters Gal. Liters Gal. Liters Gal. Liters 5 1.5 50 189 69 261 77 291 10 3.0 45 170 61 231 TO 265 15 4.6 38 144 53 201 61 231 20 6.1 29 110 44 167 52 197 25 7.6 i6 61 34 129 42 159 30 9.1 -- - 23 87 33 125 35 10.7 - - - - 22 85 40 12.2 - - - - 11 42 Shut-off Head: 30 ft. (9.1m) 38 ft. (11.6m) 44 R. (13.4m) ola6ose Model 151 3 27 _~~ I 1 I 11 11/16 ~ I A CAUTiQN AI€ ansPaGiat6on o? controGs, protection devaces and wiring should tae done Pry a gaoalsfued licensed electrician. All electricaS and safety codes should Pae Po&@owed including tPae mos4 ratans ~aationa'. Eleetrec Code tNEC) and ttae Occupatconal Safety and FBeatth Act (OS4@A). asa S(:LECTI®N ~(iDI~DIE 32 n sl~c~4 1. Single piggyback variable level rioat switch or double piggyback variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. ~~~[~~N/~ pOV~i ~G°~~~ D~S~C~~ For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. - - -- _ _~-~ _ MAIL T0: P.0. BOX 16347 ` '~ "°" ~ Louisville, KY 40256-0347 Manufacturersar. . 0 ,. / SHIP T0: 3649 Cane Run Road /p p ~,~„~` .~, Louisville, KY 40211-1961 Q!/AL~TrPUMPB SHOE /dill! httpJ/wwwxzoeller.com "~ P~/YfP ~o (502J77F~(~2J (800~~-PUMP I 4 3/8 Models 152 / 153 --- 12 1j8 ~ - __ _~_ i --~ -- S I i -~- _' --- I ------~.._ I © Copyright 2003 Zoeller Co. All rights reserved. Safety and Buildings Division (~ounb' ST , /~ ~ ~ l ~ 201 W. Washington Ava, P.O. E3ox 7162 . ` in i Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co ) seons (608) 266-3151 ~ "3 Department of Commerce Sanitary Permit Application Pip State Plan LD. Number .~- .~- / t -~s_ 1 , 8 personal information you p vide Code 21 Wis Adm In accord with Comm 83 ~ o ~ 3 ~ ~ , . . , . may he used for secondary purposes Privacy Law, s15.04(1 xm) (if different than mailing address) Project Address ___._ `J ~ 1. Applicationlnf'ormation-Please Print AllInformat n ~~~~~ Property Owner's Name I JUN !) 2 ZOU~ d P Parcel # .bet~#t+ ~Fec~rM~+ v/8- /oo ~- y0 _ O o ~ a.ts.. cz. Property Owner' Mailing Address _ Property Location ~''~ ~) I(~`~ ~ „- `,,~~ y,, S Y<, Section i ty, State C Zip C ode -- u~3~e~-~~-~ (~ ~ ,] / `I ~-'~-~'I.Gr+'~N f.a~ ~ ~ / J~ 7 ~Q ~ `ifs' ~o i~ ~ " ~Q Sal ~ircle T~q N; R j Eo t l ll th h k a app y) ec a II. Type of Building (c 3 t°S I _~ ~ f d -1'"1 Subdivision Name CSM Number Be rooms 1 or 2 Family Dwelling-Number o ^ Public/Commercial -Describe Use ~/5~ • ~~ ~• S ~ 2 ~ 7 i ^City_^Village Township of~~QMtpx.ar~ ^ State Owned -Describe Use III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' ^ New System ~ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber O~wter /~ / `r~ ~ iV. T y e of POWTS S stem: Check all that a I ^ Non -Pressurized In-Ground ^ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pie ^ Other (explain) ^- / ~ V. Dis ersal/TreatmentAxea Information: ' Design Flow (gpd) ~ sig~ Soil App ication Rafe( Dispersal Area Requ' (sf) Dispersal Area Pro osed (st) System Elevation Vl. Tank Into Capacity m Gallons Total Gallons Number of Units anufacturer Prefab Concrete Site Constructed Steel Fiber Glass Plastic New Existing Tanks Taiilcs Septic or Holding Tank /OBE r O O ~ ~ t` `` r •`~r-~'i • W (1~,~/ ~ -~ Aerobic Treahnent Linit ~ ~ ~ /~ j~ , , / .e~~1~:1itiCiC ~ C/v Dosing Chamber .7 ~ O .7 C~ ~ ~ I.y.~~s ~~ V1I. Responsibility Statement- I, the undersigned, assume responsibility Tor installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number ` ! / t Id - n~ i~~ ~ ~C ~ oZ~ -1 g I ~7 t y - ~ v Y - ~ 3 ~ ,. v ~ e .~ n N• e.c i -~ P Plumber's dress (Street, City, State, Zip ode) 9~ ~ ~,s R~-~ ~ ~ spa ~~ VIII ounty/Uc art ent llse Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater ~ h l= S Date Iss ed ~ Issuing ~ent Sigi fur tamps) urc arge ee) ~ ~ ~!7) ,~ '~ j ^ Owner Given Reason for Denial ` I~. Conditions of Approval/Reasons for Disapproval 3 ~ I ~~ „/ , Jts~ ~_~~ J Gift n- ~ ~ `~ ~ aj ,?J~ SYS~IEA4-SPIER: Septic tank, effluent filter and d /maintained i ~ ~Q~/~ ~ s ce dispersal cell must all be serv ement plan provided by plumber. as per manag ~ /, - y All setback requirements must be maintained 2 ~ ~ ~~ y . U~ 4 as per applicable codelordinances. WI Attach complete plans (to the County Doty) for the system on paper nvr ~es~u•• e+~ •~••~~ ••• SBD-6398 (R. 01/03) ~~~ 7 ~~ ~ ~`Ui `~ ' ~~``~ ~~~~ ~ EX/'sfl~ ~rade ~•.~ a az ` ~~ ~~ ~ y ~ Q \ ~ 9fo.o'ComE.ou.r ele/ cr~-~ .~ pp 1 ` \ Sca/e. / = ~{© Pro~osa.c~ A~ocMd a~ 11..Gf/ X //9•f!~ ~~~ -\ ~ ~v unw"r~ ,.~y~s' x /oo d is/" "' ~' 1 cc /1. ~ot,~,r(H~ /a teia /S a ~ /yi ;t- `~ 3`/' ~/ %8 Ori ~ GCs ~ \ 2a n d y ~w~,C /Ofo/0. 5/Oactd a~2.53.' ~\ SwYySE%y~Sac../ Tn. o~ /,/o.nmand, St.cro~,r Co., W r. /~ e~' ~/78s (~ e c,,4~ rKa,~ : Qot~om of S 5 i d i nq (~oLtfd. /-~ SSU.rrt ecl ~ o~C-e- ~ /jea.re Sb /o ~ /~ n e 3~` ~~'ram SYS~a~'-'J urea ~s Sboc.~n, E1ri's f~; Shed y;~. S,T.rr~ 3034' /,nG. Pfoposed 7so ~aU• W ~ e 5Q r C~,~Gft-~. u~~ p 7~- rnQP u-m/0 ~.~,n brs: S' ~ 9IG9' EXIS~•~ eJelr housed ;n c.9 ti. S<,cd. EXiS ~~~~ ~~ d p~ o pp s e.c~ uJ fe sar n cr~-fe ~"sd.~loP.~C. build~'rWJc~tr Al~..f~.rt. ~~~~~ s; d;,,~. • / .~/' FX,3~n~ d r' y t,.,e l(. ~/~bandon as parcpde 0.83.33 0 ,~ Ex/SEin Sep6c.E.a~+K. br,,n rya5~rcode. ~'r` ~` • . E',YisE~' !'tSided~ go~° 9 5' `, ~~ ~ commerce.wi.gov isconsin Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary May 28, 2004 CUST ID No.222781 ATTN. POWTS Inspector HENRY J NECHVILLE 967 HIGHWAY 65 ROBERTS WI 54023-8510 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/28/2006 SITE: Randy Paul 2066 110TH Ave Town of Hammond, 54002 St Croix County SW1/4, SE1/4, S1, T29N, R17W FOR: Object Type: POWTS Component Manual Maintenance required; 450 GPD Flow rate; (N.O1/O1) ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers Transaction ID No. 1003.18 Site ID No. 683996 Please refer to both i~3entification numbers, above, in all comes ondence with the a:,rencv. Regulated Object ID No.: 959678 System(s): Mound Component Manual -Version 2.0, SBD-10691-P The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above fmished grade with a watertight cover. • This system is to be constructed and located in accordance with the approved plans, the "Mound Component Manual for Private Onsite Wastewater Systems Version 2" SBD-10691-P(N.01/O1). • The pressure network is to be constructed in accordance with publications SBD-10706-P(N01/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS • Recommend the installation of 4 cleanouts on the effluent pipe between the septic tank and dose tank. • Because of the distance between the home and dose tank, check electrical supply sizing (cable size) to the dose tank to ensure proper pump performance. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation operation. HENRY J NECHVILLE Page 2 5/28/04 ~~ In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~' Leroy G. J , Wast ater Spe ist Integrated Services Bureau (715)726-2544 Voice Ij ansky@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSR-'TART code: 7b~3 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Randy Paul 3 bedroom residential mound „ „~ ~.. v.vv.T.S. Owner's Name: Randy Paul Conditionally Owner's Address: 2066 110th Ave. 1/ DEPARTMENT OF COMMERCE Baldwin, WI 54002 D1VlSr OF SAFETY AND UILDINGS ENCE / Legal Description: SW1/4SE1/4, Sec. 1, T.29N., R.17W. U Township: Hammond County: St. Croix Subdivision Name: Na Lot Number: Na Block Number: Na Parcel I.D. Number: 018-1002-40-000 Plan Transaction No.:' -~ Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report Designer: Henry Nechville License Number: Date: 05!10/04 Phone Number: Signature: 222781 715-749-3322 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (r or c) R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 6.00 Site Slope (%) 98.21 Contour Line Elevation (ft) / 20.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c ore) I c Center or End Manifold 2.25 Lateral Spacing (ft) 4 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 125.00 Forcemain Length (ft) 92.00 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 7.04 Vertical Lift (ft) 2.88 Friction Loss (ft) 16.43 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 x 1.25 x _ x 1.50 x 2.00 x 3.00 x Treatment Tank Information 1 00 0 00 Se tic Tank Capacity (gal) Wieser Concrete Manufacturer Dose Tank Information 750.36 Dose Tank Capacity (gal) 20.28 Dose Tank Volume (gal/in) Wieser Concrete Manufacturer Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 4.50 Cell Width (ft) Are the laterals the highest point _ in the distribution ~Y__^~ network? Enter Y or N If N above, enter the elevation (ft) _ of the highest point. ~_____ ___ 5.63 ft2/orifice Does the forcemain drain back? ; Y_ -] Enter Y or N 20.39 Forcemain Drainback (gal) 62.87 5x Void Volume (gal) 83.26 Minimum Dose Volume (gal) 32.95 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice_ 1.25 x ___x.__~ 1.50 x ----------- 2.00 4 3.00 Gallons/Inch Calculator (optional) 750.36 Total Tank Capacity (gal) 37.00 Total Working Liquid Depth (in) 20.28 gal/in (enter result in cell 649) Effluent Filter Information Zabel Filter Manufacturer A100 Filter Model Number Project: Randy Paul 3 bedroom residential mound Page 2 of 9 Mound Plan View r- i . .; 1/1 0 B •'•••••••••••••••:•;•:•:•:' Observation Pipe •'0 •• • • ;~~' • . . B - . .• •. •. .".• . -? J _ T A z -~- L Mound Component Dimensions A 4.50 ft E 19.24 in B 100.00 ft F 9.25 in D 16.00 i n G 0.50 ft 450.00 (ft2) Dispersal Cell Area 4.50 (gpolft) Linear Loading Rate H 1.00 ft K 9.72 ft z 10.52 ft L 119.44 ft J 6.62ft W 21.64ft 1501.52 (ft2) Basal Area Available 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.31 (ft) F 99.54 (ft)--- - ~:~:;:;:;:;:: Dispersal Cell ; 3[~. Elevation ~ ~I H ....................... Dispersal Cell 100.04 (ft) Latera Invert •D ~ ~ 6.0 % Site Slope Shading Key ~ ~. ~ Dispersal Cell 1^ Topsoil Cap o °- 1.5 ft :•~... ••~•• •f• _ ;; Q ~.~.~ Subsoil Cap H .=°r R R ~ .• ~ : • s ..(~ '~ `~ ~;~ ASTM C33 Sand • '•~'' ~`~:-`,`-:~~ Tilled Layer 5 A re ate ^ ''~ ~ '~~~' ''~ ' ~ a ~ o 0.5 ft .•' Typical Lateral ~'~ 99 9 • • • • • ~--- A Project: Randy Paul 3 bedroom residential mound 98.21 (ft) Contour Elevation ^ Geotextile Fabric Cover See lateral details on Page 4 for number, • ~ size, and spacing of F laterals. Laterals are equally spaced from ~•: j the distribution cell's - * centerline in the distribution cell (AxB). Page 3 of 9 Center Connection Lateral Layout Daigram Project Force main connection pia tee or cross to manifold at any point. P •=Turn-upm'ball valve or IFX~IExl2~xl2~f cleanoutplug I'I Holes drilled on the bottom of the lateral. Laterals are identical Laterals & force main of PVC Sch 40 per COMAA Table 84.30-5 S Number of Laterals 4 Lateral Diameter 1.25 in Lateral Length (P) 49.34 ft Lateral Spacing (S) 2.25 ft Lateral Flow Rate 8.24 gpm System Flow Rate 32.95 gpm Total Dynamic Head 16.43 ft Orifice Diameter Orifice Spacing (X) Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and ~ Comm 16.28 WAC ~ Disc\onnect y~ Tank component is properly vented Wieser Concrete Ca acit 750.36 Volume 20.28 Manufacturer Gallons gal/inch Dimension Inches Gallons A 18.36 372.36 B 2.00 40.56 C 4.64 94.08 D ~ __12.00 243.36 Tota! _ 37.00 750.36 _t A B C D 3" Bedding Alarm Manuafacturer LevelAr_m _ _.._. Alarm Model Number DLV _~ Pump Manufacturer (Zoeller __~ Pump Model Number 98__ _____., _ J Pump Must Deliver 32.95 gpm at 16.43 ft TDH Randy Paul 3 bedroom residential mound 0.125 in 2.53 ft 20 5.63 ft2/orifice 2.25 ft 1.25 in 3.37 ft/sec Locking cover with warning label and locking device and sealed watertight 4 in. min. -----~_. ~ Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P, ump off elevation (ft) ~-~ 93.00 Do• se tank elevation (ft) 92.00 Page 4 of 9 Tv. _ ;~~~ J~~r ti~GDE~S - tz .o ~~ _~ ~t .-r-L_. ___.._._t-.-~_-+ ~---...---r __. ._. _._ _ ...._ .. .._~ _... -..__. --~- _- _ :~ -, ~ _T_rt. `-__~.___.._._.T-~~ Y ~ y__~ ~I ~ - ~ 7a , -+--*--rte---;--~--1.-~--•._ __._..... _.. Y--,- ~e -. ,y~ ,5 i qs ---~---~---~--r-+-r-~----i---~--..~...._.._.. i d6. ~5- 2h ai86 ------r-~--r-,___~_.r.~__, _,_ _. ~ I i I ~ ~ 'i ~ i 6 ~ ~ ~ _y-_. . t___~ -i-_.~-.~__ t _.__, _ ... ........... 6_ __ _~ _ _ ~_.1.. _. __~ I__~-_ i 60 i6J .- _.___. c-. . i6~ i i89. aC ,. .~ .. _ c ~ ~, '~ i ~ . ~-. Y--'-' BBB -, - T-_ i ~ '. ~. }J I ~B5 ui95 r- ' '. ', rt-- -- 6i ~ 9B - f-t__ 5' 5~ D CAUTION P,'oc: I .r= .. _.. nOl De SU D~BC(2^ !~ I~~55 !^.n c2. _ ..~ ~c,.OvS 'C 1D 50 ~0 5~ 0 ^60 >0 BO 90 i0~0 _'i0 ~?0 x_50 ~a0 'SJ_ '=: o. .+o s2r roc +eo ray ~,. via M 3,2 ,9SA•.o,m. M2'nimum Sc~4O/v ra~ r'[GcZi~'G'c~ Cla~, prNnuiC ~En0/CnPnCifv PC9 uwUU ~'. ~rni nnD OCwatC RinC __ __,_ 9B ! ~ 'S7 ia0/^'<0 ~~ '6iia~6' ~, i65/aifi5 ~'. i65/ai65 'I idS/<id`. at a 86 '88/+nd _, _. .____ r_ _ ai -___ _T_ • us __ _~-_.,-_T_~- -_. __ ... Ga s ~a i s s Ga .ins ~ Lo. ~ (.o(.o~ i _'_ .. _. ., ' ' _ - _ _ - _ _. ...._.. _ S - - 2 -- 1 27J ( 93 L" 9~ 5~< ! i00 S 9 6i p?: 6i 21 y I'I i - 5 -. -- _ _ _ - __ - . _.._.. .. -- . ~'IS 6' ~ 23i r i- Y I 79 ?99~ 8~ ~. }ig 95 ~ 552 5i 25i 6i I 11i - - ~d ~ 770 i ~ T !a0 550 i rJ S~ _ ___ _. -__-_ ___ - <5 .. ____~_-~ X70 I _-___r. i 6e 7<2 '~ '6 I 2B8 ~ 95 S77 0 ~ 12~ 6~ 25' ...... ._ - ___-_ _ __ -T_ '7C _ _.-,_-_r , '5, :C7 - -. _ _ __ _-.. _ _. - _ - . _ _ _ _ - ~~ '~ 95 ~ r _ _ ~ r 56 ';6 68 ~ 257 ~ 79 299 ! 59 275 I 60 1~] So 270 ` '~2e :6a _ y i e25 - 7ES 57 2~6 59 275 ~ ~ X02 <. ~ r ___ _ . o~ ?)5 '~ 55 ~ 206 58 720 I BS 577 r__.. a9 i i85 ~~ ~r -r ~ ~ .. 9 ~.. _ .. _.._. i i i ?~ ]5 r5 ! ~. 70 t ab 77 55 ' 206i 70 265 ~ Sd :2C ~ S9< r 9' Oa ~~ ~ 2C ~o 5~ i15 0 89 ~`-' 95 ~ f ~ ' c r ~ c. .5 57 19 ia8 57 i 7' i ~b r7 ~.y s- --. --, ___ __ -_ -_ ~~ 2) I~ 8 9 r Sa i _ : S~ ',97 -- - 5' ~ ~y5 ~5 -- - -- --- - - _ _ _ _. _. --- ~ ~~-~ --~---~--T_-+- -~ ~ T s of -T-._.-*._. T T 7 ._~.~---~r----~ - - -- _-- --- ---- ~ ~. ~ --i---- - e - - _ _ : • r---~ r F '. I ~------ t-t .. .. -:. - .3mi ('3 r (7m; ;yam; Sc n 76 '. ;79m; ~ +6 h ~-'.Tj :06 n r20 ~m1~86S n (26 am) 7S ry (21} ~r~ a '^. 9 P r ~ ~~ _. _ _ neEMBER ~i .,~~,« 15 :55~ . _ .r ©Copyright 1998 Zoeller Co All rights reserved 0~~ I ~. ~,~rS ~, ~ ~ Lcct ~ -,;~,, ~ ~ ~ ~~ ~ ~ Q 2 ~ ~ ~ ~4,., ~ ~` ~y y ~ ~Q ~ ~ 9(o.OrConfowr' ~~ - -~ -~ ~ ~~~~ ~~~` 970, ~ ~ .2 "su(. ~d r~oP05 ec~ h~o c.~..-, d a.'~ 2 (.. G S/ X !/9~f!~ ~~ /~ d. C . ~ ~ \ ~ .F'vrGCNta~h ,..y~S~X /oo'afiS~c,rsa/ Gc/% you-/'~V~ /a teia /S a ~ /ys ;r `/~ 3'y ~ u~/ %8 `Oi'i ~ C"l.5 ~ S/oactd a~2.53.~ ~~ ~p' d e ch rna,. : Qot~om o ~F S ti ed 5;ding 6aafd. /-~ssu.mec~ e le% ~ /vo. U~.' E1ri s ~/~~ Shed ~ ode. ~ /jearesE /a~ /~ ne 3c~' 'ram 5Y S~ a~rv~ area ~is Shown, y';4, S,T,rr1, 3034 /inG. >E~.~ tJell housed ~h,~c stic,d. ~ EXi's fln 5 -^ade 2 l e/a{~c~-i Sca/e: / = Slp a n d y /~wu,C /Jro/0. of ,r/o.nmo~d, St.croyr 2e~' ~/78S Proposed ~~ ~«~. w ~ e s¢ r C:~rnarifx. u~t P 7.Sb- rnQPurryo ~.crm br.,^, EXi S ~~~~ p~--d 3sr ~ 99G9' Pr o pp s e.el uJ . e svr n ~a-~ w r0 00 r+~ Q 5 cao 6' -~ ,(' ~/ ~a.bQ 1 ~-ico eff k~E ~,"/~Cl at"ou,t/et~ ~ / .G/' EXrs~;,,~ d~ywell. ~Abando~ as p~code Cm~-'v-...83.33 0 ' ~~ Y"s~. ~toP.d.C. 3 bK;ld;r~Jcwcr: ExiSfin S"eroErc,E,a~~', ~ , /g, b w, dd n a s pe,^ code . s; a. ~~. h ~eSrd ¢ n~ 3s~'~ toy C~ g o ~° 9 //ogq~e. 5~ Mound System Maintenance and Operation Specifications Service Provider's Name ( H. Nechville,MPRS #222781 ~ Phone 715-749 3322 _ ___ __ _ _ _ _g ._ __p . POWTS Regulator's Name ~ St Crorx County Zonin De 't. ~ Phone; 715-386-4680 ~ System Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum GODS 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frepuency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound ~.~i~~e~ Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test monthl Laterals should be flushed and ressure tested eve 1.5 ears Inspect for ponding and seepage once every 3 years -- -- - ~ _. _. Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished ...~~......... ............... Grade \ * :' 6-8" Diameter Lawn y ~ ~ Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral ~- Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Randy Paul 3 bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry Into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the fitter is equipped with an alarm, the Tilter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have tts contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be pertormed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical addttives to enhance septic tank pertormance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pumo Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank tt shall be inspected and serviced as necessary. f~lound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 10` cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified In the permit for this Installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is pertormed it should be compared to the initial test when the system was installed to determine If orifice clogging has occurred and If orifice cleaning is required to maintain equal distribution wtthin the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced wtth a component of the same or equal pertormance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Randy Paul 3 bedroom residential mound Page 6 of 9 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner uyer /~ Mailing Address ~ ° ~ ~ 1 / a ~ ~'~ Property Address t'~ W ~ ~ ~ ° ° ~ (Verification required from Planning Department for new construction) ~~ S ~ l1~/ City/State ~ w Pazcel Identification Number ~ / 8 - ~ o o ~ - y a - o 0 LEGAL DESCRIPTION ~ f property Locations ~ '/., S ~ %., Sec. ~ . T ~ 9 N-R i 7 W, Town of /~ ~ R Lot # Lf~ GL~Ch.~ Subdivision Certified Survey Map # .Volume .Page # ~ '~ - Warranty Deed # , S/ ~ 3 ~1 ,Volume ~ 0 ~ ,Page # ~ Spec house ^ yes ~ no Lot lines identifiable ~ yes ^ no SYSTEM MAINTENANCE Improper use and maintenanceof 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 pumper. What you put into the system can affect the function of the septic tank as a treatment stage is the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastorplumber, journeymanplumber, restrictedplumber or a licensedpumper verifying that (1) the on-site wastewaterdisposal system is is proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification ata ' that our tic tem has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 Y ceP ~ t~ ys f the three year a 'on te. try'/- ~ ~o l ~l o~ SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the rty descn'bed a by a of a warranty deed recorded in Register of Deeds Office. IGNATURE OF APPLICANT DATE oked b the Zonin De ent. *****« ****** Any information that is mis-represented may result in the sanitary peraut being rev y g P~ *'` Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in ancnrriannra with (:nmm RS Wic Arlm Cnrie 1785 Page 1 of A.C.E. Soil & Site Evaluations County Agach complete site plan on paper not less than 8'~ x 11 inches in size. Plan must St. CroiX -------- include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 018-1002-40-000 Please print all information. _--"-_ -- -- - Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s 15.04 (1) (m)) Property Owner Property Location Randy Paul Govt. Lot SW 1/4 SE 1/4 S t _T_ ?9 _ N R t~__ W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2066 110th Ave. 40 acres City State Zip Code Phone Number f City `J Village /J Town Nearest Road Baldwin ~ WI 54002 715-684-3054 Hammond 110Th Ave. I New Construction Use: r/J Residential / Number of bedrooms 3 Code derived design flow rate _ 450 _GPD /~ Replacement _J Public or commercial - Describe: Parent material GlaClal TIII Flood plain elevation, if applicable ____ na___ _ General comments and recommendations: Install mound system at elev. 99. 55' at 16" a bove 98.21' contour. Boring # ~ Boring 29 ' J Pit G round Surface elev. 98.45 ft . Depth to -- in. limiting factor ~, Soil Application Race Horizon ', Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD_/ft'__ in i Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 ' 0-9 ~ 10yr3/3 none sit 2fsbk mvfr as 2f,1 m 0.6 0.8 2 ! 9-19 10yr5/6 none scl 2fsbk mfr cs ~ 2f 0.4 0.6 ~ _ . _ -. - 3 ', 19-25 7.5yr4/6 none Is 0 sg ml cw 1vf,f 0.7 ~ ~ 4 ', 25-29 7.5yr4/6 none sl 2msbk mfr cw 1vf 0.6 ' 1.0 5 ~, 29-42 , 7.5yr4l6 m2d 7.5yr5/8 sl 1 msbk mfr aw - 0.4 ~ 0.7 6 ' 42-58 10yr62 m2p 7.5yr5/8 sc Om mfi j - - 0.0 0 0 Boring # J Boring 1/ Pit Ground Surface elev. 98.43 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon 'j Depth in Dominant Color ~ Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary I Roots '_ _ GPD/f1' _._ _ _ "Eff#1 I 'Eff#2 1 '; 0-10 10yr3/3 none sit 2fsbk mvfr as 2f,1 m 0.6 ' 0.8 2 ', 10-20 ~ 10yr5/6 none scl 2fsbk mfr cs 2f 0.4 0.6 3 ; 20-27~ 7.5yr4/6 none sl 2msbk mfr cw 1vf,f 06 1.0 -_ __ - - 4 ~~ 27-42 _ 7.5yr4/6 f2f 7.5yr5/8 sl 2msbk mfr cw 1vf 0 6 1.0 r-- 5 ' 42-56 I 7.5yr4/6 r" 2,,,~d ~l ~yr6/2& sl 1 msbk mfr ! aw ____ ~__ ~ 4 _ _ __~_~ _ 656-66 ' 10yr6/2 m2p 7.5yr5/8 sc Om mfi - - 0.0 0.0 --,--- -r------- ' Effluent #1 = BOD ~ 30 < 220 mg/L and ~'SS >30 < 1 CST Name (Please Print) Signature James K. Thompson Address A.C.E. Soil 8 Site Evaluations 340 Paulson Lake Lane, Osceola, WI 54020 ~ffluent #2 = BODs< 30 mg/L and TSS < 30 mg/L CST Number g___.~- 3602 Date Evaluation Conducted Telephone Number 4/23!2004 715-248-7767 Property Owner Randy Paul Parcel ID # 018-1002-40-000 Page 2 __ot _3__ ' ~ Boring a Boring # 1/ Pft Ground Surtace elev. 96.73 ft. Depth to limiting factor 20" in. Soil Application Rate i i ti R d D Texture Structure Consistence Boundary Roots GPD/ft' Horizon Depth Dom nant Color p escr on ox e 'Eff#1 'Eff#2 in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 10yr3/3 none sit 2fsbk mvfr as 2f,1 m 0.6 _ ^ 0_8 2 10-15 10yr5/6 none scl 2fsbk mfr cs 1vf,f ~~ 0.4 ' 0 6 -1 - _. ---- _ -~- - --- 3 15-20 7.5yr4/6 none sl 2msbk mfr cw 1vf,f 0.6 1.0 -r--._ _ ~ 4 20-24 7.5 r4/6 Y f2f 7.5 r5/8 Y Is 0 sg ml cw 2f,1vf 0.7 ~ 1.6 5 ~ 24-30 7.5yr4/6 m2d 7.5yr5/8 I cos 0 sg ml aw 1vf ~ 0.7 1.6 6 30-45 10yr6/2 m2p 7.5yr5/8 sc Om mfi - - ' 0.0 0.0 -r-- I I J Boring ^ Boring # J Pit Ground Surtace elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' __ ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#2 ~ `Eff#1 i ---Ir-- -- --- i -r---- I -~---- -- Boring # J Boring I PK Ground Surtace elev. ft. Depth to limiting factor in. Soil Application Rafe th H ri D Dominant Color tion Redox Descri Texture Structure Consistence Boundary Roots S~PD1fL-_ o zon ep in. Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t 'Eff#2 __y-.-__. __ - _- i _._ _____f__..__ __. ____ _. .. i i ~ _-T __. i I "' + y _ _ ~ i ti,, ir: vC ,,~ L'~+~ n~: t: ..; -. ~ ~+~ 1. c? :.,.tni,r._ LU a0 n ,~'L : ... __ r ,.,_ ~r ... i ai. ,, ,. t~U tu, ~~ ,., ~lr~ 4w~ < <„{ ,1. ~'.i?V~ ( _ ., .....a a~S i.<.ill..: ,.. c'. _. ~ .,. _.+ .~ .,, +u<., .T . , , .+.. t, 1 ai~ ., r., 0` ; I.. ~u.~. ~~ i .~.. :t , .~?zt+c,+,~ .,l !;-. .. -,i i ,_+ ~~: n-' , .~ , ~ V 1 ` \ ^ ` ~ ~ ~ \ '~~ 98~ \ ~ ~, ~'~ ~ ~ 970, ~ ~ 98.2!' ~ ` ~~ 8l ~\ ~ ~.O'C°PnfBU~'' ~ enc,h rnarfC: ae~m of S ti cd 5; d;nq 6«ud. /~ssK.r-~.d ele% ~ ~vo.cb.~ Eki"s f~ ~~ Shed ~ EX!'s ~., 5 ra de Q ! e,/a ~~ari A 1 SCQ/Z: / ~ ~{© r 24 n d y P~.u,C ,o~~o. swyysery,se~.l, r.~. oP f/o~ninoi+s, St•~royr Co., W ~. /~e~' ~`/78S 335 /~ (~~n d ~`~ ~ 99.9' iF:n~~y% tJeU housed ~ti,~4e Sticd. ,~ w 3 ~, ~o n W Iti f~ a'tto~'. oF' . s; d; n~. Elew: lol. a~' ,~'± toy i~o~,gve. ~~ EX/ S~'n ~ drywcl~ 3 b .-~,~,~s~~„~ sepEJc. ~~ ~ EXi:sE~'''% ~es~de„~e- ~5 3of~ I ! ~ 1 C1000MENT no. WARRANTY DEED ~~ 'STATE BAR OF WISCONSIN FORM •2-1988 ;' -~ ~; 5143'~~ ,. Imo: - :-. _ :_, -_:-____~-,- ~ =-~~='4 ~4J!QPA~E-_U_~_ ___,_-;. it Robert E. caul and Elaine J. Paui, husband ~' !~ and Wife, as point tenants conveys and warrants to ..Randall-.L._.,Pau.l--and-..Linda..L,........ - - ,. Pau.i.,...hu~l7and. i3lld._Bfife.-..hold.ing as .__ survivor-ship., marital--property,.•.sa id--grantees joining in-,this..deed-..solely-.to-,-qu.i_t--claim-.-- ~, their- interest i-q_the-.premises--from joint--_-- THIS SlAC[ R[SERV[D !OR R[CORO~NO OA.A ,..- ,_...,~ I ~.I... ,,, ~ .mac ~7. C~;C~X CC., Nrl Fac'd ter F. ~cd •. MAR 2 2 1994 .8:30 ~~.~7 ~_ AA ~ ~,. 1~'"''K,L -- ... - 11e¢late-dAx~ .......Y......._.... rviyorsh_ip. marital. ~ _._T~^ -:~-- ---=--~ . tenant - to su -- - ~ ' - "~ _. - pxope.rt.y_.- ..._ I F~fr~~ rational Bank of Baldwin . . ............................. .... _......._... ... .......----- .....------ -..-. PO Box 145 . - Ba.ldw in ~ 47I 002 the following described real estate m ...._...St ..._~LQ~X ..................County, -= - - - --- - - - - ' State of Wisconsin: Tax Parcel No:....---...-•--• ............... 1) Southwest Quarter of Southwest Quarter (SW~ of Sk'a) of Section One (1) EXCEPT Commencing at SE corner of said Southwest Quarter of Southwest Quarter (SW's of SW~); thence West 362 feet; thence North 515 feet; thence West 100 feet; thence North 550 feet: t•ience East 462 feet; thence South 1065 feet to Place of Beginning. Northeast Quarter of Southeast Quarter (NE's of. SE~#) of Section Two (2), All in 'T'ownship Twenty-nine (?9) North, Range Seventeen (17) West. 2) West Half of Southeast Quarter (WZ of SE~) of Section One (1), Township Twenty- nine (29) North, Range Seventeen (t7) West. Part of Northeast Quarter of Northeast Quarter (NE's of NE'4) of Section Twelve (12), 'nownship Twenty-nine (?9) North, Range Seventeen (17) West described as follows: Lot One (1) of Certified Survey Map filed August 6, 1993 in Vol. "9", page 2667. This Feed is given in full satisfaction of that certain Land Contract between the parties dated August 2, 1979, and recorded on August 2, 1979, in the office of the Register of Deeds for St. Croix County, Wisconsin, in Volume S98 of Records, at page ?98, as Document No. ?58774. Subject to the terms and conditions cf that certain Farmland Preservation Agreement with the Scat? of Wisconsin, Departlnent of Agriculture, dated January 20, 1981, rernrded February 5, 1981, in Volume 625 of Records, at Page 40, as Document No. ?69219, as extended fn that certain agreement recorded March 18, 1991, in Vol. 895 t,f This ...- is, noi~ --...-_-- homestead property. Records, at page 367, as Doctm•~nt No. 46-271- I ~ (is not) Exception to warranties: EaSemantS and restrictions of record, and except any liens or enctmthrances created or suffered to be created by the acts and defaults of the grantees, their heirs, successors or assigns. ...... ........ ......, Is. 94 .. ~'~ ~ ;g .___ _ 21st _... day o:... _.-.....March-- - - - - -..__..... ' I //~ D ..---.(SEAL) O'O-~~~._... __ - (SEAL) u .. _ _ .............._.-...---.._.-- ---•--- - Randall L. Paul Robert E. Paul I ' - -- --_-......._ ......................................... .... -- __......_ (~y0 _ p j; ,~.~,.~,•d.c-~..v.:...-•-~~"---------.(SEAL) --~,~~w,-~~~~ ~--•- - - -- ..(SEALi ,, Linda L. Paul - rTy . Elaine. J,_.Paul.--.._---...-_----- --- ----- _ ,~~'-p ~ ~,_ .~.. ~~ AUTHENTICATION - ACHNOWLEDGMENT I Signature(s) t-•I~i, -----------------------------•-------------------------r----- STATE CAF WISCONSIN authenticated this _......_day o!___________________________ 19...... TITLE: 3fEMBER STATE BAR OF WISCONSIN (It not, -----• .......................••-----••-•----•---~,~~u++~ authorized by § 708.06, Wis. Stata.) _~~~"; L 1 TM13 INSTRUMENT WAS DFAFTED BY ~~~~R~ -•-_-_-Thomas-A_•McCormack-_-_- n ---_•---Ba-ldwin,_ WI 54002 - ----------------------------- ---- ~ . >~~~C (Signatures may be authenticated or ack wl o are not necessary.) h St . Croix ss. ----•-°-------------•----------._._.-County. Personally came before me this ......21St day of ---_-•_--March---------------------- is 94__. the above named Randall L. Paui, Linda L. _ ____ _ Paul, Robert E. Paul and - Elaine J. Paul -••---•-----------••-•-•-----•------•--...-s---------- ------•- --- ---------- Fo me known to be the person ...~...... whq executed the n_iel G. Schm t _ _ Public ._---•-.St.--Croix-- _. ........County, Wis. ~mmission is permanent. (I4 not, state expiration Oct. 30 ,0 94 ~ Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code 1785 Page 1 of 3 A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'r4 x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 018-1002-40-000 Please print a/l information. Reviewed By Date Personal information yai may 6e ~ccY1 for c_rrrndant numazc Law. s. 15.04 (1) (m)). Property Owner ~ :. -. ~_-r : ~_,,:.,.~ Property Location Randy Paul ~ Govt. Lot SW 1/4 SE 1!4 S t T 29 N R 17 W Property Owners Mailing Add ~ ~, ~ j ~ ? u Q ~ ~ Lot # Block # Subd. Name or CSM# 2066 110th Ave. 40 acres City Stater;~.tiks,~gl~,~rgp¢~;1VUtnber J City ,~f Vllage ~ Town N~rest Road Baldwin I ~~1 OF~~ - 54 Hammond 110Th Ave. _~ New Construction lJse: ,/~ Residential / Number of bedrooms 3 Code derived design flow rate Replacement Public or commercial -Describe: Parent material Glacial Till Flood plain elevation, if applicable General comments and recommendations: Install mound system at elev. 99.55' at 16" above 98.21' contour. 450 GPD na a Boring # ~ Boring t/ Pit Ground Surface elev. 98.45 ft . Depth to limiting factor 29~~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsetl Qu. Sz. Cont. Cobr Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none sil 2fsbk mvfr as 2f,1m 0.6 0.8 2 9-19 10yr5/6 none scl 2fsbk mfr ce 2f 0.4 0.6 3 19-25 7.5yr4/6 none Is 0 sg ml cw 1vf,f 0.7 1.6 4 25-29 7.5yr4/6 none sl 2msbk mfr cw 1vf 0.6 1.0 5 29-42 7.5yr4/6 m2d 7.5yr5/8 sl 1 msbk mfr aw - 0.4 0.7 6 42-58 10yr62 m2p 7.5yr5/8 sc Om mfi - - 0.0 0.0 a Boring # ~ Boring 1I' Pit Ground Surtac~ elev. 98.43 ft. Depth to limiting factor 27~ in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft2 in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2tsbk mvfr as 2f,1m 0.6 0.8 2 10-20 10yr5l6 none scl 2fsbk mfr cs 2f 0.4 0.6 3 20-27 7.5yr4/6 none sl 2msbk mfr cw 1vf,f 0.6 1.0 4 27-42 7.5yr4/6 f2f 7.5yr5/8 sl 2msbk mfr cw 1vf 0.6 1.0 5 42-56 7.5yr4/6 "~~d'j~~~ ~ sl 1msbk mfr aw - 0.4 0.7 6 56-66 10yr62 m2p 7.5yr5/8 sc Om mfi - - 0.0 0.0 * Effluent #1 = BOD ~ 30 < 220 mg/L and S5 >30 < 1 mg/L Effluent #2 = BOD < 30 mg/L and TSS <~0 mg/L CST Name (Please Print) 5ignature~ CST Number James K. Thompson ~..r 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane. Osceola. WI 54020 423/2004 715-248-7767 Property Owner Randy Paul Parcel ID # 018-1002-40-000 Page 2 of 3 Boring # Boring it Pit Ground Surface elev. 96.73 ft. Depth to limiting factor 20" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/3 none sil 2fsbk mvfr as 2f,1 m 0.6 0.8 2 10-15 10yr5/6 none scl 2fsbk mfr cs 1vf,f 0.4 0.6 3 15-20 7.5yr4/6 none sl 2msbk mfr cw 1vf,f 0.6 1.0 4 20-24 7.5yr4/6 f2f 7.5yr5/8 Is 0 sg ml cw 2f,1 of 0.7 1.6 5 24-30 7.5yr4/6 m2d 7.5yr5/8 I cos 0 sg ml aw 1vf 0.7 1.6 6 30-45 10yr6/2 m2p 7.5yr5/8 sc Om mfi - - 0.0 0.0 ^ Boring # _J Boring _~ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Appl~ation Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots p in. Munsell Qu. Sz. Coni. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 ^ Boring # ~ Boring f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon De th Dominant Color Redox Descr~tion Texture Structure Consistence Boundary Roots p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODS <30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. f '~ 3 `'` ` . (~ ` ~ ~~ ~. 98. ~~ sy h ti ^. (j 2 P~ ~,~ X04.. 98.2/ ~ ` ` \ \ ~ E'%~, V h ~ . \ ~ 9(0.0' ~~~ '~8~ ~ ~~ ~ 970 ~ ~ 98.2/' ~ ~ ~~, ~l ~~ ~ ~ O ~C°Jon~eur' ~enc,~rno.rt~: Qot~om of S~cd 5; d i r~q board. /-~ ssK.n c.d EX~sfin~ Shed EXiS~E:n c.)efl housed i n c.~ ti,~ Sti ca(. ~ E,Cis ~Ein ~ ra.de e I e/o ~c~-i 1 ~ s~/e: / = ~© ~ ~a., d y ~~~ ,o~oo. of flo ~rrmo~ d, S t. ~ro yr Red' `t/78S pond 33s~ ~ 9~~9' EXl3~i~ dr•ywel~ 0 Sfi r-q sP~o `L-L ~n +~ ~y. 3a~~