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018-2001-11-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Divisio_~ • INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposec"[Privacy Law, s.15.04 (1 )(m}~. Permit Holder's Name: City Village X Township Lue ke, Lance Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: / TANK INFORMATION TYPE ~J ~4NUFAC ~ CAPACITY Septic Dosing ~0 ~[ - ~ Q Aeration ~l vv Holding / (o n•~r a,,--- TANK SETBACK INFORMATION TANK TO /L .S WELL BLDG ~ Vent to Air Intake .[.. ROAD Septic ~ ~~ / I ,ry,~,rt,~0ltd ~ £~ Z Dosing ~ ~ Aerati n Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number ~~~' / ~~t Z TDH Lift Frictio Los Syste~He~ TDH~~~Ft Forcemain Lent ~ Dia. ~~ Dist. toI V~~ ~ ` ~~f SOIL ABSORPTION SYSTEM County: St. CroiX Sanitary Permit No' 453202 0 State Plan ID No: Parcel Tax No: 018-2001-11-000 Sectionlrown/Range/Map No: 7 14.29.1 x.875 ELEVATION DATA STATION I FS ` EI,E l (~Q Benchmark ~ 2 ~ ~J ~v~•2 7 ~D~ • Alt. BM ~ n t ^L r/t~h-r/ r /• a / a~ ~ / Z Bldg. Sewer --- n ~ MZ • 7 01 ~ ~ ,~ s ~ 9/- 3 st/H_t I~ islet ~ . `/ O • 7 SUHt Outlet 3v3 ~ ~ ~~ Dtlnlet / ~ Dt Bottom V ~~ ~S'~ Hader/Man. ob•!r~ 63. Z~(, Dist. Pipe a3. Bot. System r~2•S ~ D 1G c~/ Z COL„ ~Z Final Gr e ,F 1 s ~,~ji ~- lv7~ r St Cover .7 r rfSB ~ covet-~• ~• ~S 3 • S ~ / • ~ `a r,`- Z 3 ' ~ BED/TRENCH DIMENSIONS Width ~ Len ~h ~ ~ o. Of Trenches PIT DIMEN f Pits Inside Dia. Liquid Depth ~ 3 SETBACK SYSTEM TO P/L BLDG WEL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type System: ~ •~ i ~ + O/ ,` ~ ~ ,~7 ` ~U UNIT Model Number: DISTRIBUTION SYSTEM (J,~Tt2-~-(->t.Q, pk r~ry~,,..,f ~'- {~/ ~•- ~ -}~pJt ~„+F/J~ ,,, \ ()~•~Plitl. ~j,c,GYl,~ Heade a d ~ / Distribution x Hole Size x Hole Spacing Vent to Air to th Di 2~ Pi e s ~/f, i'c/, ~ v ( J ~ Z~ O ii ~ ~ ~ L g a . Length Dia Spacing ~ 0 SOIL COVER ~ x Pressure Systems Only xz Mound Or At-Grade Systems Only Depth Over 'r Depth Over xx Depth of xx Seeded/Sodded xx Mulched BedlTrench Center I ~'p ~" BedlTrench Edges Topsoil r] Yes (] No I~] Yes LEI No i 7 COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/~~~ ~Vlnsp tion #2:~/~/0~i'y~~ Location: 924 193rd S~t.[U~nknown (NE 1/411S,W 1/4 14 T29N R17W) Forest Ridge Estates Lot 1~~1; lx ~~~,r~~o~ - 1.)Alt BM Description ="[' 2 ~4 G~ ~~~ b/ ..2a'~e,~~,~ l~j~ eT - ~~0~`` 2.) Bldg sewer length = ~5 ~-~ ~~~"`~-`~ ~~ "' {~~ 'c~ ~i~ -amount of coy@r =~r ~//~~V~ /vQ Plan revision Required? , -;~, Yes ~ ~ ~ ;i ~~~ ~ ~ ~I Use other side for additional information. ~_~~ ~, ___ __ _ _ ___ _J Date Insepctor's Signature Cerl. o. SBD-6710 (R.3/97) ' Buildings Divi ' '~`~r TY County -T ~: ~ 201 A.ve. , 1' 7162 ~'~-' . ~ ('C O 1~C iso 3 I ~~~~,~I ~ S 'tary Permit Number (to be filled in bit Co. Department of Commerce ( ) ~~~ ~" ~~~,~,~ ~2 Sanitary Permit AppifCa n ~ ~ .,`, Stat !an LD. Number In accord with Comm 83.21, Wis. Adm. Code, perstittal inforttt~ti you prude ~O~' ~~~"~\r ' ~~~ may be used fur secondary purposes Privacy Law, s1S.04(2 ) ~~ ~`'`~`, Project Address (if different than mailing address) I. Application Information -Please iPrint All Information ~ q ~~ l 9 3 Ra ~, L Property Owner's Na me Parcel # Lot # Block # L. ~ n c 'e. ~..v~'e.. ~~ I 2 Property Owner's M ailing Address ~ ~ ~O '' 11 Property Location - . ~~1. ~ d 7 City. State Zip Code Pho_ ne Number ~ ~'~- `'~'~ "" 'b.Secrion ~~ ~~S ~ 1~ ~ ~-- ~ ~ ~ ~ b ~~ ((~~ ^7 (circle e) II. Type of Building (check all that apply) T °`Z N; R ~ 1 E or w~ ~1 or 2 Family Dwelling -Number of Bedrooms ~ Subdivision Name CSM Number ^ Public/Commercial -Describe Use _ ~ O(ZQS~ 1~~ C).,(~~, ~e~"~ ^ State Owned -Describe Use ~_~_ r^City~~JVillage~Township of ~ III. T ~ "'t'i~mC`~~'~~- ype of Permit: (Check only one box an dine A. Comgleta line B if applicrable) A' New System ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B. ^ Permit Renewal ~ Per~P~s~,.., ^ Change of ^ Permit Transfer to New List Previous Permit Number and Dace Issued Before Expiration ---~- Plumber Owner ~ ~'~ an ~ S~t3 +,~ IV. Type of POWTS System• (Check all that apps) r , ^ Non -Pressurized In-Ground ^ Mound > 24 in. of suitable Soil ~ Mound ~ 24 in. of 6uttable soil J At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized in-Ground ^ Holding Tartl.~j Peat Filter Aerobic Treatmen[ Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line .Gravel-les P' ^ Other (explain) ,~ V_. DispersallTreatment Area Information: , „ „ ~, _ ,b _ a Design Flow Tank New Existing ~ Tanks Tanks Septic or Hotding Tank ~ Aerobic Treatment Unit i X m te(gpdst) ~ pispcrsal Area R iced (sf) ~ Dispersal Area Propos (sf) System Elevation Total-Number ~ Ma u er Prefa Site Steel Fiber Pl1S[1C Gallons ~ of Urtits i Concrete Constructed Glass UJ ~ ~ S~ _ W ~'/Oa VII. Responsibility Statement- I, tht! undersigned, asstune respanslbillty for innstaUatlon of the POWTS shown an the attached plats. Plumber's Na me {Print) Plumber's Si gnat MPlMPRS Number I, Business Phone Number ~ ~l~,ta~, S~. ~ . _ a a ~ q ~ fl ' ? ~s - 3 8ta - 31 a~ Plumber's Addre ss (Street, City, State, Ztp Code) - VII .Count /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groutulwater to Issued Issuing Agent ign e ( s) i Surcharge Pee) ~ /' D _ ^ Owner Given Reason for l~nial (0 ~ ~ b 1X. Conditionswal/Reasons for Disapproval / ~ /1/ (n,~2 lrN~ ~~'~G, ra~ ~ rte., ~S~~c_.2~ ~a~~~ (l~~~zcLi2d Ccr~ ~~ ~ . ~ ~ Attach c p to p etu (to the County Doty) for a system on ptpgr oat less than 81/2 x 1[ inches in C~ ; I SBD-6398 (R. O1/p3) ..1'J"`-t l p'~~2A ~ uT ~ _ •- ~ ~ \ b>~ ~~a ~ a ~ 3~ n cn ce ~Q C A y'b ~`~~'^ ff. b` '' P iS `~ ~ ~ a ~ ,~ ;~ ~, ~ tr ~ • H I ~ I~ ~, i I / ~' ~ ~ • II ~ ~, II A c ~ Q II I ~; ~ ~" II ~~ -p ~ 1 ~ s\a, I~ 4 o n ~ 4" ~ ~ I I 0~^ ~ ~ o ~ ' ~ I1 o it ^ II rn ,_~ u~ r ~ ~ ~ w ' I i ~ ^~ IIQ n Q ~ ~ I ^ I a, ~ I~~ ~. f t..: V C W 0 ~ ~ a y~ ~~`~ ~ I ~ ~ ~ ~ / ~ ~~ ~ci• o ~ o po s.e c~ ,__~ ~ !S ~ well Ioca~;~ 1 '~~ ~L~M 0 YW -~.~r a a.~3~ ~ o ~ ~ a °b ~ y ~{ be drex~m ~ ~ /'es~dance v e 2 R ~o 9 z s~ ~~ /93 ~~ Sf/c c ~ ~, I I 30' ~ . P, o ~o ~.~' E d. ~ ~ ~ 9 aia~ e 9~ y ,1 ~I ~I U V i ~ ~ ti .~ ti o -C ~~ a~ 0 4 o ~~ ~~ S ~ 1 I~..B. :Tpo~' b I oc,,(~ Fou nda.,6'cm , El¢ rt = IA0.27 ~ 94.6o'af ~,'sf%n~ ~rede . P~.B~'~ commerce.wi.gov •. ~ i ^ isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608)~~64-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary February 24, 2005 CUST ID No.227990 WILLIAM C SCHUMAKER SCHUMAKER PLUMBING 1070 SCOTT RD HUDSON WI 54016 ATTN. POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/24/2007 SITE: Lance Luepke 924 193RD St Town of Hudson St Croix County NE1/4, SW1/4, 514, T29N, R17W Lot: 11, Subdivision: Forest Ridge Estates Identification Numbers Transaction ID No. 1112117 Site ID No. 671115 Please refer to both identification numbers, above, in ail corres ondence with the a enc . FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1005410 Maintenance required; 600 GPD Flow rate; 15 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1); Biofilter The submittal described above has been reviewed for confom~ance 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: Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST_SAS (01/81) • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. Cond1 APP DE RTIMENT OF $EE CORRE~ • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat T WILLIAM C SCHUMAKER Page 2 2/24/2005 • Comm 83.22(7) 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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, rl L Bratz ~?~~ ~~ Cha es POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce. state. wi. us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: James K Thompson , A.C.E. Soil and Site Evaluations (Plans Mailed To) Leroy G Jansky, Wastewater Specialist, (715) 726-2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Lance Luepke 4 bedroom residential mound Owner's Name: Lance Luepke Owner's Address: 407 Co. Hwy. UU Hudson, WI. 54016 Site Address: 924 193rd St. Legal Description: NE1/4SW1/4, Sec.14, T.29N., R.17W. Township: Hammond County: St. Croix Subdivision Name: Forest Ridge Estates Lot Number: 11 Block Number: Parcel I.D. Number: 018-2001-11-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings RECEIVED Page 4 Lateral and dose tank Page 5 System maintenance specifications '1~,~fy FEB 1 8 2005 Page 6 Management and contingency plan Page 7 Pump curve and specifications ~` SAFETY & BUILDINGS Page 8 site Plan 'cMME~c~ Page 9 Soil Evaluation Report ~~ S ~/Vp~C ~~ Designer: Bill Schumaker License Number: 227990 Date: 01/21/05 pp Phone Number: 715-386-3721 Signature: ~( )~,(~~ C~i..~..~lrL. 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 Information (r or c) ! R Residential or Commercial Design Note: Sand fill (D) calculations assume a r-- - (gPd) Table 83-44-3 in-situ soil treatment for fecal 400.00 Estimated Wastewater Flow ------- coliform of <= 36 inches. 1,;c0 P _ e.g. 1.5 = 150°t°) 600.00 Design Flow (g 100.75 Contour Line Elevation (ft) __1_5.00 Depth to Limiting Factor (in) 0.20 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 1313 3 Dispersal Celt Length Along Contour (ft) =2 4.50 li Width (ft) _`__ _ 1.OOi Dispersal Cell Design Loading Rate (gpd/ft ) ', 1~ Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution ~ Y _` P_re_ssure Disribution Information network? Enter Y or N (c ore) !. c Center or End Manifold 2.25 Lateral Spacing (ft) If N above, enter the elevation (ft)___ ~-- _ _ 4 Number of Laterals of the highest point ~___ ___-___ _ 0.125 Orifice Diameter (in) (e.g. 0.25) ~ !_ y3.00 Estimated Orifice Spacing (ft) = 6.82 ft2/orifice 14~'~ .r W- 2.00 Forcemain Diameter (in) .~ j 195.00 Forcemain Length (ft) Does the forcemain drain back? ~_____Y _. t' 87.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 31.81 Forcemain Drainback (gal) 15.1 Vertical Lift (ft) 84.11 5x Void Volume (gal) 5.36 Friction Loss (ft) 115.92 Minimum Dose Volume (gal) 27.03 Total Dynamic Head (ft) 36.25 System Demand (gpm) Lateral Diameter Selection in. dia. o tions choice _ . _.._ 0.75 . 1.00 ----- ' --_ _ 1.25 ! X x 1.50 x -_ ^._------ 2.00 x 3.00 x Treatment Tank Information ;--- ~; 1200.00 Septic Tank Capacity (gal) ;; Wieser Concrete__ ;Manufacturer Manifold Diameter Selection in. dia. o tions choice_ 1.25 x x , 1.50 ~ ^~ x i 2.00 ' --___---------~ 3.00 ___^-__j Gallons/Inch Calculator (optional) 800.64 Total Tank Capacity (gal) -__-_ 36.00 Total Working Liquid Depth (in) 22.24 gal/in (enter result in cell 649) Dose Tank Information 800.64 Dose Tank Capacity (gal) ~~ _22.24 Dose Tank Volume (gal/in) !Wieser Concrete Manufacturer Effluent Filter Information Zabel ____~Filter Manufacturer A100 ~ Filter Model Number Project: Lance Luepke 4 bedroom residential mound Page 2 of 9 Mound Plan View I_ • • 1/10 B • Observation Pipe '0 • -T -~ -~ -` -~ L Mound Component Dimensions Down slo a toe extension made. A 4.50 ft E 23.70 in H 1.00 ft K 10.90 ft B 133.34 ft F 9.25 in I 1 L 155.14 ft D 21.00 in G 0.50 ft J 7.88 ft W 30.38 ft 600.00 (ft2) Dispersal Cell Area 3000.00 (ft2) Basal Area Available 4.50 (gpd/ft) Linear Loading Rate 13.33 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 104.27 (ft) ~I H .... F Dispersal Cell 103.00 (ft) atera 102.50 (ft)--- - ~ : ~ : : : ~ ~ Invert ispersal Cell ;:;~:::::::::• ••~~~~~~~~~~'~'~' '~'~~~~~'~'~~~'~~~'~• ~ levation ~ • D • • ~' ] ] ] ~], ] i }'. i, ]. ]~] i, ], ] ~]~ ]• i~ iii, ], .{ i i, ~], ~], `],~i ] %: ~: {,;.~, l._l. _ ]. ~. -{ -~~4{_;+,-~ ]._?,.~ .. 1. ~~~• 4 - . • =• -~ -~ - -• • - -- -- -- -- - ~ - - 100.75 (ft) Contour Elevation 5.0 % Site Slope /~ Geotextile Fabric Cover K ' ~ di Sh ey ~ . ng a 1~ Topsoil Cap o ~ 1.5 ft © ~~~" Subsoil Cap a 4 ~ ASTM C33 Sand ~ Z © ® ,_].•-],... Tilled Layer ~ H 0.5 ft 05 Aggregate ~ o Dispersal Cell ~~ ~ :• _ .;;. F :: Typical Lateral `r'.`: ..... ...........'~.1'.. ~ A --'~ See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally spaced from the distribution cell's centerline in the distribution cell (Ax6). Project: Lance Luepke 4 bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical P ~k •= Turn-up m'ball valve or IF x-~IExf2 I xf2~l Laterals & force main of PVC Sch i0 clea n out plu g per COMM Table 84.30.5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Lateral Diameter 1.25 in Lateral Length (P) 66.01 ft Lateral Spacing (S) 2.25 ft Lateral Flow Rate 9.06 gpm System Flow Rate 36.25 gpm Total Dynamic Head 27.03 ft Orifice Diameter 0.125 in Orifice Spacing (X) 3.07 ft Orifices per Lateral 22 Orifice Density 6.82 ft2/orifice Manifold Length 2.25 Manifold Diameter 1.25 in Forcemain Velocity 3.70 ft/sec Dose Tank Information Electrical as per NEC 300 and --•- ((('''LLL~~~ Comm 16.28 WAC I I Disconnect II ~_ Tank component is properly vented Wieser Concrete Ca acit 800.64 Volume 22.24 Manufacturer Gallons gal/inch -~ A B C D Dimension Inches Gallons A 18.32 407.40 B 2.00 44.48 C 5.68 126.36 D 10.00 ~ 222.40 Total 36.00 800.64 3" Bedding tank. Alarm Manuafacturer ; LevelArm_ Alarm Model Number ; DLV ~ Pump Manufacturer Goulds 3885 _ Pump Model Number ; WE05H Pump Must Deliver 36.25 gpm at 27.03 ft TDH Locking cover with warning label and locking device and sealed watertight 4 in. min. -~~ f-- Aftemate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P4 ump off elevation (ft) 87.83 D~nk elevation (ft) 87.00 Project: Lance Luepke 4 bedroom residential mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Bill Schumaker Phone~715-386-3721 _ _ --- POWTS Regulator's Name St. Croix County Zonrng _ Phone i 715-386-4680 System Flow and Load Parameters Design Flow -Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 400 gpd Maximum BODS 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound ;~,: 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 month) 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. Ali 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 ~/` Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Lance Luepke 4 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 )j 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 fitter shall be assessed a least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from tts enclosure. If the fitter is equipped wlth an alarm, the fitter 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 its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volume of the tank. 11 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 pertomied to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Puma 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 finer is installed within the tank it shall be inspected and serviced as necessary. j~und 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 wilt 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 mglL FOG for septic tank effluent or 30 mg/L GODS, 30 mg/L TSS, 10 mg/L FOG, and 10` cful100 mL for hsghly treated effluent. Influent flow may not exceed maximum design flow specified in the permtt 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 feast once every 18 months. When a pressure test is pertormed lt 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 within 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. Contiinaencv 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 with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it v~i11 be repaired or replaced in lts' present location by increasing basal area if tce 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: Lance Luepke 4 bedroom residential mound Page 6 of 9 ~ 4'Fnc;~r., ar, .,. ~'".'fp,~ Hr; ~' (, ~ }l C G Z V -J~C CAPACITY Pump Specifications ~~ _~,~r _- ~~ '~ ~3 2 "~pT _ ~ z ~ '_ '~~~~ f~~olor -- -~ ,~.,r;r10,. - J~, 10~ih~d ;~~ '. `„ 200. __ _ ~c~ _. " 5i5V. _._ , . "o~ors frlaterials of Construction Features and Benefits •All models feature silicon carbide mechan~cai seal faces for superior abrasive resistance and extra long life. • Cast iro,~ Se,,~,,-open non-clog ~~ ~peile ?„ pump-out vanes `or n,~e '~anical sea; protection. •Rugged cast Iron volute type casing adaptable for slide rail syste«is. • Corrosion resistant threaded stainless steel shaft. • Motor ~ t~~l!~,~ submerged in high gUallt`,' 0!'i for IUbf"ICatlon anti efficie»t heat transfer. • Ophonai sii~con bronze n~~peller a~~a~lai~le •CSA listen models a~dailable. Pump Specifications 'BHP Up to 75 GPM Maximum head to 18 Discharge size 2 NPT Solids. 2 maximum Motor All motors feature Bali bearing construction. Single phase: 115V Materials of Construction Cast iron Thermoplastic Stainless steel Features and Benefits •Glass f~lled~ thermop~asnc .c~~_~ Impeller ;nth stainless see= ~nse~~ and pump o!. m80t180!081 503 ~~D~'Ofd~L'J~~ •Rugged ~lass'~lled CaSing and hd,? rt?C ~' : ' _ . s~.~peror st~c~,gtn a _ _~ ~es~stalrce. •Cast Iron motor ho~a~~,~ ~~,, efficient heat trdflSlc . ~;~~~°,~~_,. and durability. • Corrosion res!s?ac~. ,~„~a„~~~. stalnless steel stra:. "lOC1P,IS •CSA iisterr models ;~~.~~. . U~' underwriters Lahoralories All Models are desrpned for continuous operation and feature stainie>s steal hardware. ~ ~~~ ~ 0 S' Ie ~~I~A ~Z ai ~ p, ~ 1 ~ ~~ ~~ ~ ~ ~ ~~1°3~ n cn fp ~Q C A y ~ o~ ` y; ~~J~ n";n. ~ ~ ~ ~ ~ ~• h ' 7 li I~ ' ~ ~ ii ~ i ~~ I~ ,o ~ ~ Q II ,~ ~ ~ ~^ ~ ~' I i ~ ~ ~ 1 ~ s~~~~' l OI ~ v n %~~ ~ iI ~~ 1 ~ ~ ~ ~ i ~~ I~ ~ ~ ~ ~ ~ ~ I ~xi it ~' ~ ' I ~' II `c ~ h ;i p , ~ ~ I I Q ~~ ~ ~ I ~~ . Irv ~ / { ~ ~~ ~ ~~~n S9 ` I ~ ~ ~ i ~ li YEA ~ li . ~ ~ ' ~I U ~ I ~ ti ^ ~'' ~ v J ~ P ~ ~ ~k. °, ~ m ~ , `O `"a38 ~ '' P~opoxd ~ o~ ~' 3 P c/ be d~ct~m i 9 a~a~ e ,i+. ~' (~oposed _ ~ 0 ~ Well ~oca~;or~ I ~, .~ a f ~~ ~ o 'b g'~u ~ • s gyp' 2 R C ^O I 9 z3~ ~~' / 93 nd Sic c ~ I ~ N •. Ay N e 0 z -~ P o o 'C ~ z n c o c ~, O ~ n ~ ~ ~ •~ ~I ~ . [s. r~i.: To P o ~' bloc.KFoundC~~~on. EIeV- = i~ 27' 9q,60'af w~r~'sf~n~ ~rede . 9,~ y P~.8o~9 Wisconsin Department of Commerce "~ Division of Safety and Buildings in a d m 85, Attach complete site plan on paper not less than i~h include, but not limited to: vertical and horizontal reference pomf ), ~ o percent slope, scale or dimemsions, north arcow, and location and ~s Please print all information. ~ Personal intimation you provide may be used for secondary purposes (Privacy Law, s. Property Owner Lance Luepke Property Owner's Mailing Address 407 Co. Hwy. UU City State Zip Code Phone Number Hudson i WI i 54016 i t~ New Construction D`~~ ,~ Residential /Number of bedrooms Replacement ~ Public or commercial -Describe: Parent material Glacial till General comments and recommendations: Install mound system at elev. 102.50' at 21" gal./linear/ft., dispersal cell length to be 133. Boring # ~ Boring l 53 tt G d S rf / 100 ace e ev. . roun u rt . ~ Pit Horizon Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. Cont. Color ~, 1 0-8 10yr3/2 none sil O 2 8-18 10yr5/4 none sicl 3 18-22 10yr5/4 c2d 7.5yr5/8 sicl 4 22-30 10yr4/6 Qdd7jspyry~ 2~ Q sl 5 30-36 10yr52 m 1 p7 5yr4/B cl a Boring # ~ Boring /f Pit Ground Surface elev. 99.82 tt. Horizon Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. Cont. Color 1 0-9 10yr3/2 none 2 9-15 10yr5/4 none 3 15-19 10yr5/4 c2d 7.5yr5/8 4 19-25 10yr4/6 ~Qd i5yr5j~8` 5 25-32 10yr52 m1m1 p7.5yr4/6 sil sicl sicl sl cl 1863 aE1P0 T Page 1 of 4 3. Adm. Code A.C.E. Soi18 Site Evaluations t ,Z ~ 'Z005 c unty St. Crooc d ~I~OUNTY P ceII.D. IING OFFICE 018-2001-11-000 evi Date 4 (1) (m)) ` ~,~ C~ party Location t. Lot NE 1/4 SW 1/4 S 14 T 29 N R 17 W # Block # Subd. Name or CSM# 11 Forest Ridge Estates J City J Vltage if Town Nearest Road ~ Hammond i 924 193Rd Street 4 J Code derived design flow rate 600 GPD Flood plain elevation, if applicable na 100.75' contour. Linear loading rate not to exceed 4.5 Depth to limiting factor 18~~ in. Structure Gr. Sz. Sh. Consistence Boundary Roots 2fcr mvfr as 2fmc 1fsbk mvfr as 2fmc 1fsbk mvfr cw 1fm 1msbk mfi cw 1vf 3msbk mfi - - Soil Application Rate 0.6 0.8 0.2 0.3 0.2 0.3 0.4 0.7 0.4 0.6 ~~ Depth to limiting factor in. Sal Application Rate Structure Consistence Boundary Roots GP D/frz Gr. Sz. Sh. *Eff#1 *EtT#2 2fcr mvfr as 2fmc 0.6 0.8 1fsbk mvfr as 2fmc 0.2 0.3 1fsbk mvfr cw 1fm 0.2 0.3 1msbk mfi cw 1vf 0.4 0.7 3msbk mfi - - 0.4 0.6 * Effluent #1 = BOD ~ 30 < 220 ma/L anji TSS >30 < 150 ma/L ~.E'ffluent #2 = BOD-< 30 mglL and TSS <~0 mg/L CST Name (Please Print) Signature:. CST Number James K. Thompson ~a---~.- 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osc~la, 11/5/2004 715-248-7767 Property Owner Lance Luepke Parcel ID # 018-2001-11-000 Page 2 of 4 0 Boring # ~ Boring 1/ Pit Ground Surface elev. 97.88 ft. Depth to limiting factor <9" 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 0-9 10yr3/2 none sil 2fcr mvfr as 2fmc 0.6 0.8 2 9-14 10yr5l4 f2f 7.5yr5/8 sicl 1fsbk mvfr as 2fmc 0.2 0.3 3 14-18 10yr5i4 c2d 7.5yr5/8 sicl 1fsbk mvfr cw 1fm 0.2 0.3 4 18-23 10yr4/6 m2d 7.Syr5/8 & f2d 10 /2 sl 1msbk mfi cw 1vf 0.4 0.7 5 23-30 10yr5/2 m 1 p7.5yr4/6 cl 3msbk mfi - - 0.4 0.6 ^ Boring # ~ Boring ;_f Pit Ground Surface elev. ft. Depth to limting factor in. ~I 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 ^ Boring # .J Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EtT#1 'Eff#2 'Effluent #1 = BOD ~ 30 < 220 mg/L and TSS >30 < 150 mglL 'Effluent #2 = BODS< 30 mg/L and TSS <~0 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. SOIL AND SITE EVALUATIgN 1863 Page ~_ of a PROPERTY OWNER: Lance Luepke PARCEL I.D.# 018-2001-i 1-000 AC.$. Soil & Site Evaluations REPORT MEMO Original soil evaluation for this site completed during subdivision platting by Mary Jo Hollister 3/07/02. Pit locations later found to be farther north than indicated (see attached site plan). This soil evaluation completed to expand and lengthen available system area. A n 4 n ~, c o ~ b 8 4 ~' 0 S' ~ 4S. GO' 0 F~opes.ed __~ ~„~¢ ! ( ~ o CA~i O~r~ I~'~I~A ^ 6,~Q~~~ ~ a ~o A4b 3 ~.~; ~ ~QC Qy~o u. ~ ~ J ~, 340 ~ S a t~ ~ ~ ~I~ ~.~~~ S9 E ~~ F e ~ S9 SSA ° 9v~.\ i ti" i_~~ W X-k \ ~ . ~c,'sfr 9 rd . Proposcd 1 ~/ be drenm , 9 a~a~ e /'es;dance ,Z 37. ~/ -~-- e 2 R c ~o 9 9~ y J ~ . ti ~o Z .. A y ,a T ` o ~~ ~ o ~ ^1 ~~ '•~ I~,.B. :Tpo~' b to c..t~ ~u ~ dci~'m~+ . EIeJ.- . /co.27' 99.60'nf w~isf~'nq ~r¢de . P~. 3 0~3 Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in accordance with Comm t35. Wis. Adm. Code 1863 Page 1 of 4 A.C.E. Soil 8 Site Evaluations County Attach 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 Parce11 D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . 018-2001-11-000 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 Lance Luepke Govt. Lot NE 1/4 SW 1b S 14 T 29 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 407 Co. Hwy. UU 11 Forest Ridge Estates City State Zip Code Phone Number a~r;~ City ~~ Vllage 1/ Town N~rest Road Hudson ~ WI 54016 Hammond 924 193Rd Street /.__I New Construction Use: ,~ Residential /Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ~ Public or commercial -Describe: Parent material Glacial till Flood plain elevation, if applicable nor General comments and recommendations: Install mound system at elev. 102.50' at 21" above 100.7 5' contour. Linear loading rate not to exceed 4.5 gal.Ainear/R., dispersal cell length to be 133.34'. 8onng # _,j Boring ~~ 18 i 1/ Pft Ground Surtace elev. 100.53 ft. Depth to n• limting factor Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dlff= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-8 10yr32 none sil 2fcr mvfr as 2fmc 0.6 0.8 2 8-18 10yr5/4 none sicl lfsbk mvfr as 2fmc 0.2 0.3 3 18-22 10yr5/4 c2d 7.5yr5/8 sicl lfsbk mvfr cw 1fm 0.2 0.3 4 22-30 10yr4/6 Qdd 150yr56l2~ sl 1msbk mfi cw 1vf 0.4 0.7 5 30-36 10yr52 m1p7.5yr4/6 cl 3msbk mfi - - 0.4 0.6 Boring # Boring 1/ Pit Ground Surface elev. 99.82 ft. Depth to limiting factor 1 in• Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP *Eff#1 DIft= 'Eff#2 1 0-9 10yr3/2 none sil 2fcr mvfr as 2fmc 0.6 0.8 2 9-15 10yr5/4 none sicl 1fsbk mvfr as 2fmc 0.2 0.3 3 15-19 10yr514 c2d 7.5yr5/8 sicl 1 fsbk mvfr cw 1 fm 0.2 0.3 4 19-25 10yr4/6 Qdd 150yr56!!2~ sl 1msbk mfi cw 1vf 0.4 0.7 5 25-32 10yr52 m1p7.5yr4/6 cl 3msbk mfi - - 0.4 0.6 ' Effluent #1 = BOD 5' 30 <_ 220 mglL a TSS >30 < 150 mg/L ' uent #2 = BOD < 30 mg/L and TSS <~0 mg/L CST Name (Please Print) Signature: ,- CST Number James K. Thompson mod--- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane Osceola 20 11 /52004 715-248-7767 Property Owner Lance Luepke Parcel ID # 018-2001-11-000 Page 2 of 4 Boring # Boring ~f Pit Ground Surtace elev. 97•~ ft. Depth to limiting factor <9" in. Soil Application Raie Horizon De th Dominant Color Redox Descri tion Texture Structure Consistence Boundary Roots p in. Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Etf#2 1 0-9 10yr3/2 none sil 2fcr mvfr as 2fmc 0.6 0.8 2 9-14 10yr5/4 f2f 7.5yr5/8 sicl lfsbk mvfr as 2fmc 0.2 0.3 3 14-18 10yr514 c2d 7.5yr5i8 sici lfsbk mvfr cw 1fm 0.2 0.3 4 18-23 10yr4/6 m2d 7.Syr5/8 & t2d 10 /2 sl 1msbk mfi cw 1vf 0.4 0.7 5 23-30 10yr5/2 m1 p7.5yr4~ cl 3msbk mfi - - 0.4 0.6 Boring # J Boring Pit Ground Surtace elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 'Eff#1 'Eff#2 ^ Boring # :_`1 Boring f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh, Consistence Boundary Roots 'Eff#1 'Eff#2 Effluent #1 = BOD ~ 30 < 220 mg/L and TSS >30 ~ 150 mglL • 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 sernces or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. PROPERTY OWNER: Lance Luepke PARCEL I.D.# o1s-2oo1-11-000 SOIL AND SITE EVALUATION 1863 Page ~ of a AC.E. Soil & Site Evaluations REPORT MEMO Original soil evaluation for this site completed during subdivision platting by Mary Jo Hollister 3/07/02. Pit locations later found to be farther north than indicated (see attached site plan). This soil evaluation completed to expand and lengthen available system area. U ~ Cu 0 . ~ 0'~~~A ~ ~ ~o ~ ~ ~~~~ o~ ~ o~~'~~ b~3 ~ ~ ~ ~~~3~ ~ ~ '' ~ ~~ ~ ~,•~ a ~ - ~ ~ a ~ ~~~ ~ ~n: A ~ ~ S i '~ ~ 9 s~~ ,~ ~ tee- ~ -o a ~ ~ ~ d I ' 8 ~ I ` ~ I i I ~ ~ ~ ~ i ~ 1 ~ 1 Q 1 i f M ~ ~ Sq ii w si e l ~ ~ , i '. ', U ' ' v i ~, b 3 ;~ v J to ~ I W I ~, V C • 4s. (v0' Proposed I ~{ be dret~m ~ ~ Qia9 e /'es~dance I 0 (~oposxd .+~ ~Q l I ~ oCd~i ~'1 z3~ ~~' 93 ~=~ Sfrc c ~ --~-- v 2 R -, ~o 9 9~ y ~ ~ o 'Z :~ ~ a c ~ S o o ~~ ~ r ~~ n ~ •. e g ~ ^. ~ r 1~.6. :Tpof' blocKFou~dav~'ar+. El¢ ~ c /Gb 27 ~ 99.60'¢f 4jri3f%~tq ~rede. d P~. 3 0~3 ~~~, p«,M,na„t ~ ~„~; SOIL EVALUATfON REPORT rv,~^1„n ~1 Rahev and B~t5dlnot ~- ~ d , s t-r~ / ~ T. CROIX COUNTY (`~ ~ g~np ZONING OFFICE I y.~1.1 I ~'D ~ . ~, --- ~_.. t n p . ~~ r c~.~n b nmiftno hda __ rhr~,r~ n.a ut soaoraanw wren t.amrn oo, ms. nom. uw. muel tr Pl V 1 h ~nN- -- - S?• ~~ i X an n ^ a. w 1 tnG Adadi oorryfab aRa dare on DsPM not Ms^ titian ! 1(2 a Indvd•, but not Mrt+tt•d to: rrr4c'il and Aor42anbl a'efsrefldr Pohl (>dl~, tsrection and Pvd 1.D. rGl~ ~ l l~ 6 acai~ W dtn.amltxu, rorih arrovu, and bonbon and dtatana tonaarasl road. D~~ ~oW `f • Plaar• print all Informt+Uon. a' '~ b'r on•r• / I ~ r~' O,n•nd Mt,wn~tlow yvu pro~<d~ wy~ M vrr,d ix Naeni Ny fw D«N i-tNan L,., ~. ta.tu ttil le+l) r J • J,O t ~ roD•M n 1N y t PVCgr M L. ~-~ ~d1.al• ~ 111$ W t l4 E' y T Z N R ~ 7 ~"W rty t}~nar'a :-ddnt+ T Lot ^ f3tock a ~ ~ ~" Mares v CS 1eE~ i Ofo~ E ATE S . ~ , ~ 1 V 1 S { Orel S l~t• P C1ty V1K•p• To+K+ Na^rosl oad v K FADS wi yozz IS -4XoZ e.T E Nwv Oonirvatlo~ Ues: ~'RNldantlal / 1Wmbu of badroom• ____.~._ Code d^rlvad datlpn now nro _~~.~_~ _.___-- GPO ~ i~gtaeeretiom p f~ a oortem.rttal . Dna~r _ .- ._ Parent matar,al ~r~ !~~h ~ ____.~. ~ ~+•~ d~~t+~ 1f E{VE ,la,~: Mo S . 08 ' S~1 No ~ tip- I o. z t„ot+a w~ tzn~ E D C 1 200 - ~ 1 dt~.:, 3, f n } i peptr port~tn^n1 Cola a•eox o.eatpnon Ta>;twe Slrvcluro Ca+el>;tance 8oun4ury Roots GPOrtf rt ' ' ' zo br Uy, Muns•{I t]u. 5t, Cont. Cola Gr. 9z. Sn Etn EPt+ 1 t 0-~ to Q 1. - l Z -m v' 0.5 0. S z , 7 - l0 3IL r ~- ~ 4 S1~ ~ ,~ D, o, f0- VOY j S~ r { 0,4 0, q. f r - 0 4 5 ~ f P-S I B~^"9'. O 80~ crfluna cwt^n tale.. _IQ1L1Q~ n Q.otr+ to 1fR,ltinq t.a« ~' ~. ~ :l SrJI A ~~ l `L p-~ t I l p r~ r P li6nzon Depe~ DantnantCola RadO><Dasvlptlon TaxWre StneeRx• Corultlarre Bpund•ry Roots 'Efto'1 'ENtr1 ;~, Llvniell Ou. Sz. Cool. Coda Gr. 5z. Sh. 1 D -9 10 r rr l i - L- Z r S Q, { ~ rYrtr ,Z Z 4-l to -' ~ - I r c o,~ I_ 5~ ~ _~ ~, ~ - t Y -' ~' l l < ' Entvanl e2 ^ &00 ~ 10 mpti and T9S _ )0 ny~ ' Effluent Mt ^ BOO ^ 30 Y 220 arrd T&S 30 _ 160 rt-yL - C3T ~~ lbw PN~t) amt CS Mmbe' oNo~sE ~ N~,~.. ~~ D^u Evattxtlon Conciuctad i t~J9`f~5 ~.9o+~AOE, R1vE 'TAUS WI 5tio,~2 ~3-0"7-02 ~1 yz~-175 R~vts~ '. 09 -t~ -oz. R>;~Vt~ : lZ-IL-O~-- 1 C LOS ~\> I~\N~i Pape ~ol-~ BoAn9 ~~~ a paptn to tmuinq Pallor _ ~. LW .~ ~~ n. ~ t --'^ Soa tlon ~~ Ground s P ~ (I_eZ 1\ ~ Pit . ~ uriaa / Ta>'tura Slnrclure Conaletance boundary Roots GPOM •£rtal 'ERa2 ~zon OeOm pominant Cda Rados D.avlpcbn Gt SL Sn. Sz. Cont. Cda Clu In. Muns.t . L z~-r1sbK A~ ~ -1 0 ~-~Z ~ O.b 3vf-~ ~' y _~ pvrc~ it 2 ~ K _" as Zv{•M ,~ 3 7,SVt~j ~~ ..- --~ NP N M u ~l . 3r, ~ Bodnp P•7 (yo 1~)~1 Pu G/our F{atzon CbpDl pominant Cdor ;n. ^ Mrvnsal .cwt t7 "" DaDln 10 pmltfnQ Iec10f , in Spl icelWn Ra ,d curtau aav. -_---- -- n GPD -"-"'"~"'-- 1eYlura 5trv~vro Corulslence 8oundatY knoll Rados OesulPUtx~ 'E1tY ~ 'EM7 Gr. Sc. Sn _ Ou. Sc. Cont. Cda Boring .~- ~ Lion Rna Q~8 BoAng s -~ n Dwtt~ to ImttlnQ lads _ r. - _- ~' L\y'{ \\~ ~ Ptt Orovnd sw+ce..r•v....-.- R~tl GPOM RadoxOasolpatxl Tacturs SYVCture Conslsunu BoundcR' ~ER*1 •EM2 uonzon Oeptn Domv+anl Color Gr Si, Sn. In. htunsaa Ou. Sc. Coni. Co+or - - --.._ ~ars~_ ~.lA A"~ ~ r EMvern p1 • OODr> )0 ~ 220 rTr4/L and 75S >JO ~ t50 n'lpti Eflluenl /'1 'BOO, _` ~ ^~ and TSS : ~ rnGn• 7hc Ucpartmcnt of Comrncrcc Is an cqusl opponulciel' sconuctplhc dtpartn enmst 606.2GGY)1 S lcot~'T71't60ac2t(r138777~ sl:rviccs or nccd mwtcrlsl in sn slternstc fo~mst, ~ r ru•n>. t• wot C.T,H,~ ~ ~ ~ x 8 k o, ~c. ~c . ,ti Tz'1al~ Ri7v E 5 7 6.4 0 ' - ~'~ i oo, 33 C] Q-~' ®~,~~- ~B~ ~ ~ N:B~. 136861 S.F~. N . B. 3.14 Ac. ' E >6 ~ ~'~ ~ .~' TEMPORARY CUL-D - (TO BE REMOVED. UPQ t~sr ~l J ~or~ss R ~"~ s '_ y0 ~ ~~ ~~ 8~.5,~,`lrB~~~ P~ 3 °~~ ~ ~ _ _ ~ c~rrow~t _ -` u,~s vkv~s~o' OR -1 f -~~. r ~~ ~D : 12.-IV-oz ~*) ; Rrc Pik ,,zi I A ~0 V~~oROUtJ30'~l1SSllMED ar~w~td ~P ~9 J , BM~Zs SPIXTc N"Tf~= roz . z.s 7 ~ -}---~ . ~ l ~ 1Q _ InTIJ i r ~-. ~ _ , ST (.I201X COUNTIJ Sf:PTIC TANK MAINTENANCE AGREEMENT AND C1W~lElZSI~.IQ C.;FR:flFIC;ATION FORM. Mailing Addrt~ss _._ eta T ~ ~---~ Properly Address 9a~/,- >3 ~ ^ ~ ~,- ~ _ _ (Verification requited from Planning Department for new construction} _..,.•,._ Cily/State _ farce! ldenlification Number y i8 - 2~ 1- J(- ~ ~ g}~~ LEGAL D~SC~t.t 'I>}' i0i~1 Property Locatiort~f ~• ''/a, ~%'/<, Scc. ~, T ~ `~ N-Rr..,ZW, Town of ~~~~~~ ~~ Subdivision ~~„~.~,,~~~. ~~ ~j ~~~ ,Lot # fl - ---• Certified Survey lb>C~p # ~, Volume , Pagz # ~Vxrranty Ueed # _._.~.~y~~f1 ~ ~ _- _ -= Volume o?.`~~~2. ,page # ~,~~ „~ Spec house ^ yes l~,no Lnt lines idatttifable yes ^ no S'4'ST~;M h1AIN'I~EN l~'C Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper m.ar<xtenance consists of pumping but the septic lank every iltree years or sooner, if needed by a licensed purraper. What you put into the system eau affect the function of the septic tank as a treatment stage in the waste disposal system. Tl~e property o:vner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner at~:l by a roaster plrunber, jouruey7nan plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal system is inn proper operating condition artd;'or (z) after ugspectioa and pumping (if necessat}'), the septic tattle is less t}tan 1/3 full of sh.~dge, I/a-e, the undersigned have read the above requirements and agree to trtaintaiai the private sewage disposal system with the standards set fettle; herein, as setby the Department of Commerce and the Department of Nahrral Resources, State of Wisconsin. Certi~Latioa stating that your septic systerta has been maintained must b4 comp;eted and returned to the St. Croix County Zoning O1Ticc ~Mithin 30 days of ie three year expiratio~e. .~. SIGNAT~t_1EtF Ol' Af'F[.I~ANT la_A.T.a O`YNFR CERTIFIC'ATI0~1 1 (we) certify that all statements on this form art true to the best of my (ou.r) knowledge. the property described above, by ~•irtue of a «•arranty deed retarded in Register of Dce~is Office. SIGNATCIIZE ()r ~ LICANT 1 (we) am (arc) the o~a~ler(s) of S- i~ /_e? _~ ~ nATa~`~ • "`*''*~" Any information that is mis-represented relay result in the sanitary permit being revoked by the. 7_oning Departme.t~t. """+ "' Irticlude ~~•ith this application: a stamped warranty deed front the Fegister of Deed, office a copy of the cec•tified sutti•ey rttap if reference is nude in the Warranty deed . ~ U .25~i2P SOD STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WAR,.RANTY DEED This Deed, made between E. W. Homes. Inc. Grantor, and Lance C Luepke and Marcia M. Mason. both single Dersons - Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (ie space is needed, please attach addendum): of 1 ,Forest Ridge Estates. 5t. Croix County, Wisconsin. 753825 KATHLEEN H. MIALSH REGISTER QF DEEDS sr. cROIx co. , YI RECEIVED FUR RECORD 04/06/2004 10:00Al1 MARRANTY DEED EXE14P7 ~ REC FEE: 11.00 TRANS FEE: 171.00 CDPY FEE: CC FEE; PAGES: 1 Recording Area 3_;t!~t Str.;et 'f-iUC15bI1, W~ 54C} i O ~ .. `d0 ~~ 018-1030-50-OtMO Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights-of-way of record, if any. Dated this ~ ~ day of April , 2004 E. W. Home , Ync. --- - * _-__.~ - _---` * Mark B. Sylla, P ent - ------- * AUTHENTICATION Signature(s) E_W. Homes, Inc. By: Mark B. Sylla, -`- President_ __ r ~ _ authenticated this l da of April _`_ , 2004 _ * Kristina Ogland „___ - ~ J __ _ _ _ TITLE: MEMBER STATE BAR OF WISCONSIN - Y (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina O~Ia_nd ___ __- Hudson, WI 54016 (Signatures may be authenticated or acknowtedged. Both are not necessary.) ACKNOWLEDGMENT STATE OF _^„___ ) ss. _ _ _ --____ County ) Personally came before me this day of - -- --- the above named to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Notary Public, State of _ --~--`_ ___ _~_ _`_.-_ _ My Commission is permanent. (If not, state expiration date: •) t~ * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co.. Fona du Lac, wl STATE BAR OF WISCONSIN x-65`>~~i WARRANTY DEED FORM No. 2 •1999 °~ ~N SA ''~ ~ LO T 9 ' AC W , S r `~ F~'F"F ~ f .F. ,~' 13530 - \ W ao ~ i _ ~6 - - 1 5 .11 Ac. 3 ~ \ S 3 - g.M! TOP OF 3/d" IRON PIN ELEV. ' 1186.35 I ~ Q92~~ ~ . ~ w ' ~Ti ~ ~~• / / J I ~ / I, ~'' _ ~ ,~ ~ \ O y ~ ,,, 8 tJi\~ \ / / I~ ~a ~c,~ N. ~ , ~ ~ , s ,- \ ~ .~ a ~ ~ ~ $0 6~ O i ~ a 6B 5~ E X80 6 ~~ ~ \ ~~ awe, y r i ~ N. \ I \ ~ ~ ~ LOT 10 \ o ,2 `~ ~ 138204 S.F. \ ~ ~ ~ ~ ~I \ ~ ~ 1 ~s I 3.17 Ac. o I \ `11 33' 33' 1 - 1- I I _ _ _ I N 89'52' 29" E 576.40' - _ ~. I ~ y ~-_._.____-- O" I I i I I ~ ~ I LC I I NI ~ i ~ 29 I wl L4T 11 I ~; ~ I E ~ c o I LF v l S. F. g.M. TOP OF 3/d"I I N Z I I 3.14 Ac. IRON PIN ELEV. = I 1159.92' I ~ ~ ~ I I I N 89'52'29" E 575.13' -_ I I w I w I I _ i 3 I - - - _- - ._ - ~ I m ~ I ~ - 80' RADIUS TEMPORARY CUL'DE-SAC I I I EASEMENT (TO BE REMOVED UPON I ~ ~ I SOUTHERLY EXTENSION OF ROAD) I O I O I I I L4T 12 I~~~ " ~ ~I I ~~ ' I ~ 141497 S.F. o• -I I ~ 3.25 Ac. ~ ~~ I I s s~'23•,6_ E J I 132.16' I ~ I~' ~-------- ---- ~J N 573.81 Irn Fo FMFti~ s S 89'52'30" W 1321.73' SOUTH LINE OF THE NE 1 /4 OF THE UNPLATTED LANDS N ~ m h w h O O N N Oi tl 'y 0> '~ •~ N .,~ ~i ~~ V •~ t~ V r`I~i r ~i O i. ~I ~L~r c~ A a v ~ ~ Z ~ O W ~ z o z v ~ ~- v fA FZ- ~ fq r0+ m M W N DI N a I W J U 0 °0 3 o O n H ao v O ~ C O N E f0 o ~ 2 ~~ w 3 ~ a a m ;~ ~ a c°~a~ .6 C 7 LL 3 3 `° a~ Z y O €~ ~ a m a~ a co .~ v N C (6 L_ N N ~ z z c d y ~ 16 d a io O N m ` b c o a ~ ~ ~ ~ ~~~~ ~ a a a c 0 E ~ = N ~ M N ~ O '~ ~ ~ d R W ~ C m J Y O d N J ~ O :: ~ a a ~ c :: ~ O ~ v ~o of ¢~ c 0 c m a O) ~' a~i~E ~ O ~, N >. U Y a ~ ~ O f0 ~ ~ E c N O O .~ N N'O O of 'O C O- U .O. ~ to ~ _~ aL Q O O C d m y `7 O 'j .. ~ N C ~ N 0 3 0 0 0 Z C C O O ~ U '6 O O O C a~t~~ Q~~~~ m c p E N j N L 0 E m Y f0 ~ E E ~ ~ L ~ ~ O Z 0] -c ~_ Q Z (n c c O ~j y ~ .d.. O N N z ~ a ~~ '~ ~ ,~ a~~ ~N~ / ~ ~, ~~ ~~'~ I ~ Sat'sty and Buildings Division Ccxtnty < ' 201 W. Washington Ave., P.{~. Bax 7162 .S~CY~ r SC. I ` i Madison, WI 5370? - 7162 _ Sanitary Permit Number (w be fllitd in by Co.) ^~~~~~~~ , j (608) 266-31ST ~ ~ 3 ZoZ- De artment of Commerce Sanitary Permit Application ;\ (~~ state P LD. Number '~ _ _~ PaD n accord with Comm 83.21, Wis. Adm. Code, persona! information you provide `1 30 /~ e~h115• ~~ ~ _ may be used for secondary purposes Privacy LawTTTT__t1S.~4(1)(m) P feet Address (if different than mailing address) r ---- -~--- - del I. Application Information - Please Prlnt Ali Irteormati n •. ~ 9z `'f 19 3 S~ Property Owner's Na ttu ~ ~ i Parcel N Lot Y Block #! , ' MAY 1. 0 2004 ~ ,% 4-~YG C h 2 if l ~~ ~ -~ Propeeiy Owrmr's M ailing Address ~. , ~ <~. ; i X ~„ ~ , ~_~ :, Property ocasion /~~ S6, ~~ :d,Secpon / 7 City, Stara Zip Cade Phone Number ~~~~ ,/ r .~'~lDl~ {circle o ~- T ~~ N; R~_E o~ II. Type of $uilding (check sll the ply) r 1 or 2 Family Dwelling - Number of 8edr -- S ,M,~ Subdivfslon Name /CSM Number ^ PubliclCommerciel -Describe Use ~ r ear-' ~_ . G~ ,~ G'.S ---- n State Awned - DescribF Use 2 ~ x S ~ CCiry I~Village ownshtp of ~y n~ ~ l02 •SV a ->.z III. Type of Pprimitt (Check ortly one box on line Camptete line B if pplicable) D/ - Zoe (' Il - 0'OD ~-5 A' ~. New System ^ Replacement System J eatmert/Holding T nk Replaca:nent Only ^ Other 'fication to Existing System B. ^ Permit Rettewal ^ Permit Revision ^ Chan of ~ Permit Transi'er to New ~ List Pr io ermit N n a su Before Expiration ~ Pittmber Owner { r i IV. Type of POWT5 Systerrt: {Check aU that a Z) _~_._ ________ 4 [] Non -Preaturixed In-Ground and < 24 in. of suirable soi ^ At-Grade ^ Single Pass Sand Fitter ~ ^ Constructed Wetland ~., Pressurized In-Ground ©Holding T ^ at Filter Aerobic Treatment Unir i] Recirculating Sand Filter ^ Retirculatin S nthedc Media Filter ^ Leaching Chamber t.i ri Line 'Gravel-less Pie ^ Other (ex fain) V, D rsallTreatment Area Information: Design Fiow (gpd) Design Soil Application Rate(gpdsfl ~ Dispe i Area Required (s Dispersal Area Proposed {sfl 5ystern Elevation VI. Tack Info Capacity in Total Number Mam~facturer prefab Stce Sleet Fiber Plastic ~ Gallons Gallons of Units ~ ~ 'C~. ~ _ i~ oncreta Constructed Glass I Now F.xiatittg I ~ Tanks ?anks _ Septic or Holdityt Tank ~/ ~ ~ ,~,'~e Y j Aerobic Treattttent lft:it /~ i ~ t3osuf~ Chsenbar ~/~~ l /,e J,' 9G t~' VII. Res nsibWty Statement- I, the tlndersi ed, some reaponsibillt • for aitation of the POWT3 shown the attached fans. ' ---i Plumrxr's Na the (Pritu) Plumber's Sig cure M IvtPRS Number Business Phone Number Plumber't Addre as (Street. City, State, Zip Cade) ~ i VIII. Count !De tment Use Otil _ Approved [] Disapproved Sanitary Pcrmit Fee (includes Groundwater Date ]salted ui Agent Signs re (Na Stamps) Surcharge Fee} D Qwner Given Reason far Denial ~___,_~ 3___.~ '"- IX' Contlltfonc of Approval/Reasons !or Disapproval '~ SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be ~prvicsd /maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. Ask caaVlate pleas (ta the Cowry oNy) for tbo system ou paper sot leas rhea dll2 x lI itlebq in sire SBD-6398 (R. O1f03) PLOT PLAN • Scale 1 "_ ~~~ Page ~ of LOT L)~~ pIo - ,ozs ~q, ~ Caw`N~yZ. L~ . 1u2. S ~. _~_~ i r- r• 20 of q ~ ~ ~ ~ ~ d ~~ 3~DR-'1 m ~~Tv~~ 71`{-14 ~~s`A , J k Sv Ia 6~T~7 ~ ~~T l..)h.l~ ds`_1~ C = ..~ . ~ 00.0 ~ dN 1 • Z ! ~ ---- -- ~~ __n~l C \~- 1 P~. _ ------_ - --- _13x1~ 2_ = -= --- - -- --- -- - -- NOTES: - 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with a roved ca s. ~/ 3. Septic tank to be \00016S0 gallon capacity manufacturedrbyuired). wt~~ C-v~~~71~ -~v luoul6Sti-r~~>wl ~-1~0~ 2-~3~.. ~1~•~ 4 . $ench mark S 5~1~ PCI30 V ~. Divert surface water around system to prevent ponding at the uphill side. isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD l.A CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary March 03, 2004 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/03/2006 SITE: Lance Luepke 193rd Street Town of Hudson St Croix County NE1/4, SW1/4, 514, T29N, R17W Identification Numbers Transaction ID No. 973890 Site ID No. 671115 Please refer to both identification numbers, above, in all comes ondence with the a enc . Lot: 11, Subdivision: Forest Ridge Estates FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 944237 Maintenance required; 450 GPD Flow rate; 23 in Soil minimum depth to limiting factor from original grade System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1) 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for POWTS -Version 2.0"; SBD-10691-P(N.O1/O1) and the "Pressure Distribution Component Manual for POWTS -Version 2.0"; SBD-10706-P(N.O1/O1). • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the mound system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the"owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A cogy of the approved plp ans, specifications and this letter shall be on-site during construction and o en to ins ection b authoriz r atives of the De artment which ma include local inspectors. ~`°' `~ rr~, C 1=1~~~~1~(,~r~~~~~b.~, ARTHUR L WEGERER Owner Responsibilities: Page 2 3/3/04 • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) -The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as .described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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, Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. -Fri. 7:30 am to 4:15 pm j swim@commerce. state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 4 ' I~0 U N D S Y ~CC EB 2~ ZQ04 FOR C ~Q ' A 3 BEDROOr1 RESIDENCE ~~D~ ~ DIV This plan has been prepared in accordance caith the 1~1oun"d Component manual SBD-10691-P and the Pressure Distribution P•Ianual.SBD-10706-P cN.ol~ol) _ ~ - ~ (N.ol/ol> LOCATED I~1 THE ~y~ 1 /4 OF THE Sw 1 /4 OF SECTION I ~ , T Zq N,R ~~ , tJ, TOWi1 OF ~~Y~llvlUYv~ ~ -ST-~ZU~X COUNTY, WISCOPdSIN. Low ll o~_ 'N1Z,~T 2~~~ _LSS~~.S INDEX ' TITLE SHEET ~~~~~ a e ~ of ~ F ~~~ g PAGE 1 of 7 TITLE SMELT PAGE 2 Of 7 SYSTEM i~1~d1GEiIENT PLA2v PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIE~7-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUc•1PIPdG CI-IAPiBER CROSS SECTION PAGE 7 of 7 PUMP PERFORI.1Ai~1CE CURVE PREPARED FOR _ _Lawc~ LvC^P1z~ -____ _ __~kv~So~l ~ w i S~ o E ~, PREPARED BY WEGEFcER St] = L . TEST S NG AND . DES 3 C~3V S~RV S ~E P.0. Box 74 421 id.iiain St. River Falls, [•1I' 54022 Phone 715-425-0165 Fax 715-425-6864 D~~aRrMEiur o~o~~~E"RC' DIVIS-DN L1F SAFEtYAND BUILDINGS SEE CORRE Pp ENCE ~1 HR'PM 19 t -S W[4G Y.~_N ~ D 915 P ' ~ ELLS'iJOFIT+: ~~- .e~ z- Z6-~~ JOB N0. ~~-16 Mound System Management Plan Page -Z of Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stets. The contents of the septic tank shall be disposed of~in accordance with NR 113, V~`is. Adm. Code. Theo ating condition of the septic tank and outlet filter steal{ be assessed at least once every 3 years by inspection. The utlet filter shall 6e leaned 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 slougwhen removed from its enclosure. If the filter is equipped with an alarm, the filter 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 its 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 performed to maintain less than maxirrwm scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pumg 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 it shall be inspected and serviced as necessary. _ Mound and Pressure Distribution System 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 iri the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. lnfluent quality into the mound system may not exceed 220 mg/L GODS, 150 mg/L TSS, and 30 mg/L FOG. 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 testis performed 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 within the dispersal cell. Observafion pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General - This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' cop pongent manual ~$~B~H-~?~8~~~p-(~~~.arid local or state rules pertaining to system maintenance and maintenance re ortin b°1~ \ No one should ever enter a septic or pump tank since dangerous gases maybe 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. Continaencv Ptan 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. 1f the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. 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 dogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at -1~S-3~jb.\1tjQfL~ j''~_ ~tt~lUC • The system installer at The tank manufacturer at $Q0~-3Z$-$'~LS6 WL~jtsR The effluent filter manufacturer at - ~Up-ZZ1_ S7~f Z Z~3~Z. The pump manufacturer at _ ` 630- 8zo - `~~~ 6d~~b5 - PLOT PLAN Scale 1 "_ ~~~ ,- LOT ~. l S Ito - ~ o z s ~ ~ , cuv.,~-ovyz In . 1~ z, s ~ ~se °~ Z"ave ~.~_ ~ I..~-~ =, __~ I r r 20 ` of ?.s ~ y'' `'U~ gas' ~ - ___ _ ~ ' _a±~t~z . ~~ a 3~~~M 3r-~ ~ ~u Z ~~ ~ eOwSFr~er l~-•or~1~ ~ \~~~~ `11`1 S ~2.5~~ , k Sv ~ 6~T~17 ~-~ T ~-1 h.1 ~ -QF'1'~-:~- ~t...~oo.p`dcy 1•Z1~T~`Ct-C_.n~lC 1 1PE. --_______: --~_13r1~-2 - ~. 10Z. ~' oti s~\~c ~, _a;~ '1'1Z~, _ ___ Page ~ of .. Q ~~ _ ~ (~ MI ~- tS J -._._ ._ NOTES: - 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( ~~ required). 3. Septic tank to be \OUO16Sp gallon capacity manufactured by w1~~ C.tnve~2L7~; ~u 1~16Su-ws~~wl ~--100 z~-~3~z. Fi~~t 4 . $ench mark S S~t~ pCRa V b: 5. Divert surface water around system to prevent ponding at the uphill side. ' ~'pproved Synthetic Covering ~STi~ C33. Medium: Scnd ~ Topsoil ~~ ~~ -_1~ ii ' ~ S °J°. Slope Distribution Cel? of %Z" to 2 2". Agcregate Undisturbed Soil Linear Loading Rate= ~-OGPD/LN FT I I ~ Ft. Design Loadincr Rite= _r___ W j i Distribution Pip H _ _,_ ,. ,; 1 ~ , ., i ,., i, r. ; Force Main From Pump Page Of ~ G ;~ Elev. I O 3 . E .Plowed Layer D ~.\ Ft. E Z .3 r""~. Cross-section of~a mound system usin F D_ ~ Ft. 2 cells for the absorption area - ~ G o- ~ Ft. p ~ Ft. H \_ y Ft, B S~ Ft. C ZQ Ft. ~.. ~~' 11 Ft. ~ ~ ~ .t. W ~l ""1 Ft . L ~i J !; ~~ ~ _____ 8 ~ K ~ bservotion - - ~ - -o ------ ------ Q _.-_ _ L. -- - e - ---_- _ ..._-- - r - •- _ _- - =-~--T~Main Oistributian / ~ ~,~ 3 n Pipe Ceil of z to• 2~ aggregate Plan view of a rhound system usigs~ 2 cells for the absorption area Distribution Pipe Layout P2~a S p Place the holes at t:~e bottoII of the distribution pipes . at~equal spacing. Remove all burrs from the pipe and 'roles. Extend the end of each Iare-aI up w?th the use of Iong turd or 4f' ~r.;ng to a point vvit~a s;.~ inches of the final ode. Te-~-~in to the ends of the Iate:aIs with a valve,~tbreade3 c;~ or . thre°ded plug. Provide aces from final ode for the valve; threaded cap or threaded pIuQ. " we r~~c Svc - Latersi Manirold LafPrl f __ / I~ r. --~ C- ht~J1F~~ ~- -- C ~?R~ r, Fri~7 ~ ;;C:.~s soX - -c - --.1 P =_ Ft. ~ ~' Inch ---- Hole Diameter ~ S Z-o Ft. - Lateral ~ } IncfiEes] X ~ ~ InchPS Manifold Z Inches -- - Force Main " Z Inches - ~: . ~ of holes/pipe ~ ~ . Invert Elevation of.Laterals~~~•'~ Ft. • 1 .._.~~ _._. _.__... _ - Combination Sept~.c~Tank and • PL1~MP CHAMBER CRO55 SECTi01J AA]D SPECIFICATIOCIS ' PAGE ~ OF • -- . ;- -YEu7 CAP ~ WEATHER PROOT _ • JUlJCTION 80X . • ti C.Z. VEIJT PIPC ~ .lPPROVEp LOCKIAIG ~ 1Q' FROM DOOR, M~IUHOLE COVER wl~ %~IAJOOW OR FRESH ~ wARlul>JG LA6EL.. ua3p~lo~J ~tPE A~r>uTAKE ~ coracutr w lH~ttZ'I'1 s ttT• Gtp ~ ~ - - t ~ I ' i G ~fi~ E 1 ~ ~.__ - ~ Ie'Mw. --- ~~ _. . __ _ ~~~ IAILET +" PROVIDE I --_- . ~, •~ ,~, AIRTIGHT SEAL I I I f 8~,-r~~ I I I~ i ~./ A r o v / Z~s~. r~~ _. A I I A r PP ed ~ II pp oved joint ra/ A _ L~pO ~ I i I joint w/ I II AL14RM PVC pipe PVC pipe a ~ I I I I I I I ou c ~I I go.o2 I ~ I CLEY FY ~ __J PuriP -~ OFF D • CouCRETE _ ~Z~'V ~ q- (~ (~ t 6LOGK ti: ~' RISER EXIT PERM1Tf•ED OIJLy IF TA-JK MA>rLFACTURER HAS SUCH APPROVAL 3"ApPRo•,Fn ~~DO t rv 4 SEPTIC E ~ SPEC.IFICATIOI\.IS _ GOSE TI~iJK MA-JUFACTURCR:~~~~- CC~V~CL~'~ ~111Mf3EROF DOSES: ~"~ .. TA1JK :,IZC : l O0U ! (~ S~ PER 0,+,., ~ r 1-r,r`GA--LO-JS DCSC VOLUME t ALARYt MAUUFAGTURCR; S-S' `~•~'~-t i~ SAS I ~.S I~CLUOIWC, 6ACKTLDW: _ ~I~I• ~ GALLON: MODEL IJUMSER: ~U~ ~~ .OPACITIES: A. ~~~~~~ 1~ lAlCHCS OR 306 GALL011g SWITCH TyPC: $ . Z 11JCHE5'OR 3 ~ G~LLOt,15 PUMP MAt,IUFAGTURCR: G Qu L`~ S 5.15 q-1, ~,QO~ G =___ INCHES OR GALLO-JS MODEL -JUMHER: ,., D=\Z .ZS "Zp$_Z INCHES OR CALLOUS SWITCH TYPE: __ ~ Lam.. Ze-C11~-L( 3"C~ 11~~ by -JOTE: PUMP AUD ALARM AR TO bC MIWIMUM DISCKARGE RATE ZZ"~ ~' GpM rNSTALLEO OA1 SEPARATE CIRCUITS yERTICAL DIFFEREIJCE DETWCEU PUMP OFF AIJD,.DISTRt8UT10-J PiPE..~~'Q$FEET + nrulhtuM uETWORK SUPPLY PRESSURE , b ~ So FEET ~S ,U S~ l ~ 3~ 'I' Sy FEET OF FORCE MAt1J X 1'` ~ F~c f~FRICTIDr,1 FALTOR_.~'S~ FEET TOTAL OyWAMIC HEAD = Z ~' ~"FEET As per manufacturer 1`1.4 gal/in. Liquid depth 3~" ~~. ~.; Goulds ~c ~ °~ ~ Submersible Effluent Pump ~~ EP04 EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/a° maximum. -~ • Capacities: up to 55 GPM. ~~ ~ • Total heads: up to 24 feet. • Discharge size: l'/z"NPT. • Mechanical seal: carbon- _ ro~.ary/ceramic-stationary, . BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: 3/; maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: l r~' NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. V Fasteners: 300 series stainless steel. - ` • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz,1550 RPM, built in overload with automatic reset. • Power cord: l0 foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJTW with three prong grounding plug (standard on EP05). METERS II FEET 10F 0 a w x U a Z } 0 J O 9 a s 5 4 3i 2! 2f 1`, 1( R 3 2 1 ~0 • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Avaiiabie for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^ EP05 Impeller: Thermo- plastic enclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover: Thermoplas- ticcover witFi integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower .heavy duty ball bearing construction. AGENCY LISTING SP• Canadian StandardsAssaciation (CSA listed model numbers end in "F" or "AC".) I I - ' '(.' ~~~ ~.r ~ i I I ~' ~ ~ ~5 ti# {, . T. ~ r_-~'2sFr ~; I ~~--. _ L i ~ i " ~-- i ~ zz.~6 ~ ~ ~ ' EP ~ i I r - - OS i r r ; i I i ~ . i ~ ~ e ~ u a~ au au 5u GPM 0 2 4 6 8 ~ 10 12 m~/h . CAPACITY ®1995 Goulds Pumps, Inc. Effective Mav. 1995 RECEIVE Wikconsin Department of C rce SO EVALUATION REPORT Page 1 of 3 Division of Safety and Building (~1 ~ (' t Q Q `in atxbi-d wRh m 85, V1fis. Adm. Code ~~Y ST. CROIX Attach complete site plan pape6ri~ot~9t6(a(d®l71$~kN t in es in size. Plan must inducts, but not limited to: rtrcal ar>~IQt~fp~nce poi (BM), direction and Paroel I.D. 018 - 2001 - 11 - 000 percent sbpe, scale or dime d distance to nearest road. Please print all information, viewed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (11(m)). ~ ~ ~ property Owner Properly Location ^ LANCE LUEPKE Govt. Lot ---- ~ ll4 SW 1l4 S 14 T 29 N R 17 E^(or) W Property Owner's Mai&ng Address Lot # Block # Subd. Name or CSM# 407 C.T.H. W 11 - Forest Ridge Estates City State 7p Code Phone Number ity ~Yllage own Nearest Road Hudson, WI 54016 ( ) NK 193rd Street New Construction Use Residential / Number of bedrooms 3 Code derived design fbw rate 450 GPD Replacement ~ Pubtic or commercial -Describe: Parent material tilUoutwash Flood Plain elevation if applicable }~~lk. tt• General oommerrts Mound System -- 1.67 ft. sand fill -- 0.4c loading rate and recommendatrons: r- ~.-- esz 75 ft. g (6 x 75) UPDATED TEST DUE TO LOCATION OF NORTH PROPERTY LINE) ~ ~~(o~ r~ PB4 Boring # ~ Boring • - - - a pit Ground surface elev. 102.75 tt. Depth to limiting factor 23 in. Soil ication Rate Horizon Depth Dominant Clot Redox Description Texture Stnxxure Consistence Boundary Roots GP D/f~ in. MurrseN Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2 1 0-7 10YR2/2 - 1 2f--mgr mvfr cs 3vf-co 0.6 0.8 2 .7-1.0- 10YR3/2 - 1 2fsbk mfr ab 3vf-co 0.6 0.8 3 10-19 10YR4l4 -- sil 2msbk mfr as 2vf-co 0.6 0.8 4 19-23 7.SYR3/4 - sl if-mabk mom' as lvf-f 0.4 0.7 5 23-30 -- - c Om mefi -- - 0.0 0.0 (Horizon 4 bas some gravel) PBS Boring # U Boring 100.67 23 pit Ground surface elev. ft. Depth to limiting factor in. Soil tication Rate Horizon Depth Dominant Color Redox Description Texture Stnu:Wre Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Etf#2 1 0-9 10YR2/2 -- i 2mgr mvfr as 3vf-co 0.6 0.8 2 9-13 10YR3/6 - sil lmsbk mfr cs 2vf-co 0.4c 0.6 3 13-20 7.SYR3/4 - sl lmsbk mvfr cs lvf-m 0.4 0.7 4 20-23 7. YR3/4 - is lmsbk mvfr cs 1vf-m 0.7 1.6 $ 23-28 -- - till Om deh -- -- -- -- " Effluent #1 = BOD > 30 < 220 rrrgl6 and TSS >30 < 150 nglL_ ' EtIlUlrnt rxl _ t3tw < 3u mg-~ ana r 5.~ < su mgrs , CST Name (Please Print) 'nature ~ CST Number M 7o Hollister 224832 Address Evaluation Conducted Telephone Ntsrrber W9875 690th Avenue, River Falls, WI 54022 03-07-02 & 12-09-04 (715) 426 - 1775 ~~ rnu V Propeiiy Owner LUEPKE, Lance (Lot 11) Parcel ID # 018 - 2001 - 11 - 000 2 3 Page of 1 u ~~ Boring # ^ Pit Ground surface elev. 99.50 ft. Depth to limiting factor 16 in• Sal lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bourxiary Roots GP D/(f in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-10 10YR3/2 -- sil 3f-msbk mvfr as 3vf-co 0.6 0.8 2 10-16 10YR3/6 -- s sil 2f--msbk mfr as 2vf-co 0.6 0.8 3 16-20 10YR3/6 c l d 10YR5/6 s sil 2f--msbk mfr -- 2vf-m 0.6 0.8 Bonng # ~ ~~ a pit Ground surface elev. ft. Depth to limiting factor in. ~~ ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 ^ Boring # ~ Boring Pit Ground surface elev. ft. Depth to limting factor in. Soil ication Rate Horizon Depth Dominant Cotor Redox Descxiption Texture Stnrcture Consistence Boundary Roots GP D/ftt in. M~uefl Qu. Sz. Cont Caor Gr. Sz. Sh. *Eff#1 •Eff#2 "Effluent #1 = BODS > 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. SB0.8330Test (F..07/00) ~~ ors t~f.Y~. ~ . ~~ ~ t ! -7L OF C #~! ,2! SAC. t ~ -~kss~cM~t] roo.00~ .7' ot= t-E awu - ~~ 'QF a t S R tai,t b ~ I ODD SD' BAJ~ W/ B . GOMM ~ S~i~VIL1C P c ~-Fklls~ $flR~ 1116' B .103 n~ $~ NoRZ~+ pRoPisRTI l.1N~~. C~sc~B~~sn~D ~~ s~~~va~) e~_~. ~ ~ ~ ~t ~ ~ ~t~~~Ui°6TEV sV5'F~r^ ~, ~ etcZ' - pl ®~+~~ 3 tSff~ .~` I C~R~ o~ E- ~~~~~ ~i sbc. t~1 >< 4 O N - ._. ~ __~ • , ~, v4SaimnW pepartrnent of CorrxneAe _. s-~.. -..1 O.iLIL,n~ SO1L EVALUATION REPORT 1 Wa~a _ ~_. of __L '"------ -• -- - • in eocordsnw with Cortvn tl8, Wta. Adm. caoa rt al M f Pl tab S?, Ckp i X - - w ea te. t a AIAtd~ ooerylab att. pten on DsPM not Ms. d»n 8 1/2 ^ 1 S MChw • indue., but not rn+itad to: Nerso.t anel NoritonW ntrlennoa oo~ tee alnata, .nd Prd t.A ~ PEI o ~ N 6 aceta or dtmarnlona. Horn, enew, eHe too.tton end dlatenaa to moral road. .re .nt a>aw P , . Pleiaa~ pant ~fI M/orm~tlon. ti w oat. ~ a r~ O.nrrnd hi.i.n.eow ye., a~~ ^'+I' ~+.~~ Iw weoMNy owpo.« I~~ lw... t a.oa t,, (Tll- 3 ' p ropeRy Loutlon i ~~ ~~ M L L~{ ~.e..t..f E tr~SW t!~ a I y T Z, N R I-T '~1"W rty Ownar'a Adele+. 51. ' I,.ot a 81ock A Nrarr+a ar q ~ ~ E5 l Oros E ATES p 1 ~ ~ 51 bAl tyJ , t.ta P Cky vllta9e To+rwt Nearest oad v K FAU.s wI yozz i5 _48az c,T , ~ New C.onstrtx3lan Uas: j~Rerridar+tlel / Mr++l7er of badreana ___.~_ Coda dsrNed dalpn I1ow rrte __ ld f~ ~ 1 ~~___ G~ ~ nmardd • OMO'be: r Dll P ^ -- ..._ , e o Cd u [~ R~aplroemont ~~ , ~ / ~ ~ ~ Panel mataAat---~'~x"`~c~ `t~ _~___.____- F4oa' a'Itks elwatbn It EIVE rt. ~ ~ r-d noemen.nd+s<a+s: MO 1~ Np SV ~~~--..08' SAr~o tr -u- a. 2 t,A!'-Q tN 6 R~z E D C 1 200 2 , ~/i ,r r n ~' /Nn-I' O.r ~ a as /.( U . C ~ L-Pr,.Olc /~ 8~ ~ ~,r - ~ J 3,_ U ~ "5 I . CROIX COUNTY ~ lJ g~nq cvtvlNG OFFICE ~~ 11~ pit Ground.uAsG slev. ~Q~,~ R , t:>tPt<+ b OmItInQ hdor __ lkaKbrt Rate }{pr{zon bepa+ porr+lnant Coto FiedOx Oeaalpfion TaxtWe Structure CaMtstance Roou Boundatry GPOM -E~t -~~ tn. MunseO t]u. St, Con4 Color Gr. Sz. S1+ _ L m v- Q 5 0. t p --7 t o R j- - ,S , ~ 4 ! StI cis a~' 0. 0, ta- f0Y 3 sl 1 r 1 O,y a, 9- 1 - ~ ~ - _ G ~- ~ 8 0 4 ~ Bon^G ~ i i s Borir~q M ' ® Ground turfaca Nsv, _~.1a1 Plt ft. QeOfh to ttmltin9 fads n. Sol! A ti0rt Hate C 11 Ct~D Noriton Dep>n Qominant Color Radox Oasvttktor+ Texture Sbuchxa Coru{atsnce Bpundsry Roots P 't:R01 'Ettft2 in. MvnseA t]u. SL. Govt. Coto Gr. Sz. Sh. 1 D -9 I O Y K s x, - t... Z r S d. ~ .,~ ~r _ ,t ~ 4-t to t- 5~ ~5 ~ -` 1 t r c o,y .. , 3 ~ r.~ s . m 0.'i _Z 7. ~ ~ ~ _ 1 __.. __ . ~~ ..~. rn .. em . 1n...nA .nrf TSS t ]0 R~L ' t:tRuent ttt " ®GQ 1 ]cJ~ LN L •nv 1w -av ~. ,w ...y `. -__ - - - _ ~ PtiaM ~ pryyt~ .Are CS Nurnba ONO~SE ~' ~ Iddreaa Oau Evaluation t:onductad Te • Nurnbar ~J98'l5 ti9a'~``Aue,, RttJEi~'FAUSI WI ~40~2 ~S-0?'02 ~ ~t~y2.1.-~~~` ~ .~, .. nn w _ n-~ , .~ .. ._-_ ~~.~~ °- t °'~ ~ C t,,.o T 11 ~ r a W G ,_~----'. • l fD. ~ - P-qe . ~ot _ '/ a? svL,_'pr~-•- pen MAC ~ a ___ ,_-1-- . f4opertY QvR1K ---'- - BorlnO Bo~nQ a ~' ~~ n E aurSea elev. L Y DeDm to IitnRinQ factor _^,.,_ _ _.__ '^ - Solt ~- tlon ~ , Groun ~ (l.o"t 1\ ~ PIt Rsdoa Dsartiptla~ Teatun Slructuro Cane}atence ry 8ounda Roots Gtr ,E~t 'ERa] Dominant Cola }ioriton DeDt-+ Cont. Cola Cfu St Gr. St Sn• . . In. Muns•1 x( N L ~~-r,sbK ~ J -1 0 L ~ 3v~{-to 0, y _~ OVrt~ it Z o K sl msk~K as 1v{•r+1 ,4 ^ ~ w u ~t _ xr, -~' - Bot+nQ ~,,. Q.•7 9o~nq a Ground surtau elev. ____ __ __ n D•01n 10 Nmttinp teclor ,~ 'n spat tieaiwn Rig (~psN)~ Plt spots PO f inaN Cdtx Redoa OesulaUu~ Teature 5truc+uro Corulstencs 0pundary ,ER1tt 'E~Z tiorl On Cbatl+ D0^' Du. St. Cont. Cda Gr. Ss. Sn _ _ ;n, Mvnaea _ .. . ,,. Al `'l H 7_.U r~~ _ O ~~ r n Oaao+ to tmttlnp Fedor _ ~. ~ _ _ ~' ~ lion Rs ~p OoAng a Q 0 (-~~~~ Ptl Oro+rdaunee.etw..,,_____. Gp0/K T.stura Stnxture Conslatenu 0oundary Roots Norton peatn Domv+smlGda Redp>tDesv~a„on 'Eltet 'EfMt2 MUn7ell Qu. $t. CON. COtOt Gt St' Sh. In. `. ' ERluenl tt2 ~ 9tJU, _< ~ rn4~ and TSS . ~ n'4~- Etlfuent at • 00D~ > 30 < Z70 n+tY-. and TSS >30 < 150 mpA. 'T'he Ucpartment of Commerce is an equal opportunity service p-ovidctann enilat 606.266Y31 S Ieoa a.T-~t608c2tbg3g777• scrviccs or nectl material in an alternate format, rlense conuct the dap .~ C .T, H , ii. ~ ~ ~ X g qo~ wVC, ~C, i4 Tz1a~ Ri7r1 E 576.40 ~~,~ap-~ ®~^~~- ~JBx~ ~ ~ f~ : B~.~ 136861 S. F. N.B. 3.14 Ac. ' E x~ ~ ~'~ ~ .~' TEMPORARY CUL-D - (TO BE REMOVED UP.O Foa~sf R ~ s ~~ ~ ~ ~~ y0 i'-g~s,~.,7,8,~9 ~' ~'~'uc ~' tags Y~v~~o: ~R-It--cam. ~ R~ ~ A : 1 Z-11.'pz' ~d c! p,..~~ r as v~~+zawo-~tssu'";v y • BM.flZ~ SPIKE p7TR~= lOL• Z5 7 o , ~ I ~~° InTll i e t, ~"k:. ~~~,j a ~~ . a' .f• ~. ~ ~ 9 °52' 29' ~. 8 __ . d ., ,~ 1 ,~ .. ~., . ~, - - - .-__ ,, ,E .~~ r ~ ~ ~ '~ 1~~8 Ac~~ ~ , 3.14 l __ ;~ 2' 2 9''~' ,N 89 5 LOT 12 ' ~A Q1 U`. 80 R EASEMENT' vut,tonaJn papwnsnt o1 Comrns-os SOIL EVALUATIQN REPORT Dlublon of 3afatV srd 9utldtnp, I w~ woaorawnw wan awnrn ow, m., rom. ~.vw CRo{ X Q0"'~' ST AletcJt owrotaOa.It. dan on prpr not Mss enn d 1!2 w t 1 tn-lfa, to NeR Plan mint , Ineh-ds, but net M+Mad b: w-rtloat and AOAtontal nabhnee ptllrtl {lf~, t!}-~Cllon and t Mh Prrosl I.D. J 01!116 C PE oostten.-d a nea b nasr,ai road. p.-e«-t do0s. scat. «dh,,.nston,, noen~ rnow,.ne 1 Plerrr print r!! lnforntrtlon. R.~e+,Me by o,~w owrwd b-vwrdoa rou rrwviA~ wry a. ram -a wawnl.ry p+~CNM t-eNM' law, ~. 16.01 1-! tia11. P~p•elyp+-.»r rvparty oeaeion L L~ .O~ortLaF ~ IaSW t/4 t3 j y T ~„ N R 1~ '~W Ownr/r ,+ ' lot r ~ l BIOrk Marrs ar 0 t v ~ s 1 on1 sT. w, f acs t c>~~ ~ ATE bts p Cky VlMapa Town tVsarsat o,d ~ FACLS W3 y0zz I'rj -4YOZ. '~ e.T. ~ Nwr Cor-st+txilon Vas: ~r 'Rsslda++tsl ! Nurnbar el badnooms .~„ S'~ darlvW drtlpn flow nh .__,,,_ ~______. GPp O ~ PubtlC a oomtnatWl • OKab: Parent matrrkat ~1 L 1 ~._..- ;f~iSOOU P1sin Nwatbn If rppll~bi• ~:,,,_ .. ~, ~l~n^: NI ~.tN~ sy~~M I. a8' S~1Nr~~~tu- I 0. WAowto RATE ,°' ~ ~ ~ ~ t'. ;~ . , t ~l ~ n ~G~I tMwf'! ~ ~(/_~ ~ ~ ! r 1.... 1 e~A.,., r ^ BoAnp :,: ~ • ' ClA'~ (~~ P)t Gro Hatton Deco tJortdnrnt Color ~. MunsaR red ^urha stw. ~.`~... n, trptn w sxn~urq naor -_ - ~« Rsdox DasarlpNo--' 7axhue 5lrocture eonrlr,.nce t3ount!>try Root: l]u. S:. Cont. CtSlar Gr. St. SA c,~ptt Rea GPOMf 'tstMrt 'Em+2 1 D •'f I t1 Q t. ~ - rh rr Q ~ 0. ~ 7 - to SJz -' ~ ,S v 31 ~ SI 1 o.~t 0, --, C ~ 0 ~ o ~ ~ U e~~o ~ ,,.t ~ tl r eorlnp N n. Depth to umitinq lads ~• ~ -d surtaca Nev G ,~ . _ ._... row ~ Pil Sd A don Rats t ~I~oT I { t Horizon Depth Dominant Color Rsdo:Ossvipdon ', Taxlura Strvctws CauUlance Boundary Roots ' ' ERk ! in. Mvnsetf ,'~ t?u. SL. Cont. Cobr Gr. St. Sh. 'ERri { D~j IOy~l.a. ~ 'x.l.. 2 f S t7 r ~P ~r .L .~. q-1 IQ - .L 7. ~ ' ~ • .er ..~ ~ ~ 6M i ~ rA .wA TQC r 9r1 rwMt • Etlh-snt rt w ew ~ .xr~ ia+ .. .no ,.~ ~.,.. - .,.......- -- - - - - - Css'>• Ateere (F'tar,s Prtnt) s! etusa t:5 W~:-~ber o Na s ~- rz 3Z- su Evrtusdon t"onduaad T • -~ha*bar t,J947s I+go'~``AaE, ItIE. ttS wr Sy42z ~~-0?-02- -fit y2V-~~75 ~, r~-vt~GU ...,-~a-.+,cr A iNG ~ ~~a ~~-- w~ MAMA sy ~\. _~. p.rc.t to r ,.,_ . , _ T P-aUanr taNner -- Borfnq ~+tt? ~ 'L l1 ~ Vlt Ground Y ~ -~ QaOth to IimHinp fapOr _ ~ aurieo. st.v. ~w_„. 0 in. son Ilclttlon ae (l,e }{p~son Oepth OominentCdor Rador Duaiptton TsMUn Strusturo Gonelatsnce Boundary Roota GPOn! 'Erta1 'ERa~ M, Muneel Gr. Ss. Sh. Ou. Ss. t;,Otlt. Colo+ ~ o s1~. 1 -- L z~ Msb t~,s - y 0 VR ~ it 2 s K 0.b 3Y •cA 0, -1 3 ~.3VR3 '~" sl ,n,SbK s Z~rf-n1 ,W e Q BorlnQ r •7 (j.o 11)~ ptt Ground curfsu atev. __~___ h. Depltl to Fmtttnp teclor ~ ~n < end 75S a]0 , 150 t1+pti ' EINueM 1~2 • BOD, _ 3Q mpll and TSS ~ 30 rnprl ' EM1Vent Al • ftOD~ 3U _ ~ ~~• 'ihc Uapartnc J M Intl inren teltt:meteefocmetnpleeaeaeonuctphc dcpann cornet b08.2G6Y31'neod aTTytbO8c2b4~8177 eccviees or trvat>• tc.~t ~ 0 Q 8t~trq T`~p 80~~ ~ Oround tuneca •tsv _•,~ ~ h. Ow1h to lmltlnd lector _r ,~ _. t^. ~ ypn Rye Lt„SrS 1\~ ~ P1t _ GpOIK Horizon Depth Domv+enlCotor Rado><DecutDrion Teetwe Svueturs Conatat.nee Boundary Aoots 'ERr Et ~~ tn. ~ -~unarah Qu. St. Cont. Cda Gr Ss. Sh. I iit".., , ~:.f...__. _. __. ,, , .T,~+ C ~ x ~ o+ vs. ~C. 14 E 576.40_ ..,..~:~ ~o~-sr R ~°m~c'es ~- r ~ 1~ . y0 P~3~~ _ M ~~~~ -- ~,.~~ R~v~s+~: oR-~t-ce. L ~,. ~Q,eS, .. . _ . _ . ~ - Q Q_o+~ .. ._ .. •~ oi. ... I~:B~. 13681 S.F~. . 3.14 Ac. I~ N.B ~ ---- -- ._. _.._ . _. _ r.,~. t TEMPORARY CUB-D SAC. TQ BE REMOVED .UP.O ~ , ~. ~_ _ #a~ R ~,• ~ ,. ,~ ,~;`,' ~ / 1 yA tom. 1~ a~.`.~. ..., - ~au~~ o,o NaT '~ ~'' , ~..i..~,;~.. ~~ mss-- NO fl'~y a. i:: ~.. . ~: .;l'' ~,~, ,, ::.: ~: , ;~' ~~~ ~ ~ N. 89°52'29 . ~. ~. ~. ~, . -. . ., . ,, ~, . . ~, ~, ., f ~, ~s, - --. ., --- . ~, ., • . r. .~ ~, ~. ~~, 13~86~1~ ~. ~. y~,l I~ ~~ 3.14 Ac~ . -- --- .~,. '~. ~ ~~ ,. N 8 9 °5 2' 2 9 ,\ ~ ~ ~; LOT 12 4. .. .Y.... __.~._ ~T 8 0' R A Dl U` EASEMENT