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010-1048-50-000
WisconsinJepartmentofCommerce „ PRIVATEaS VlACF SYSTEM Safety and Building Diweion /,. INSPECTI N REPORT GENERAL INFORMAL iON (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 Raebel, Daniel & Diane Emerald Townshi CST BM Elev: Insp. BM Elev: BM Description: 11 1ec,-.Gr. ~~ CSY TOp ~ ~i. PUC •.-. wc^-'r r• w renit~ ItiGnanne'rinti ~~ cvnrin~t nern TYPE MANUFACTURER CAPACITY Septic ~t5 Z~ ~~ Dosing t ,~ `--'l ( t Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ' l~ `L \ t Dosing u~ < < t ~ 20 Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand ~ ~. S 32 a Model Number ~ ~ n TDH Lift ~,,. a Friction Loss System Head TDH Ft ' ~Z ~. p . 9 2 . - Forcemain Length t Dia. tt Dist. to Well 2 ~~~ SOIL ABSORPTION SYSTEM County: St. Croix Sanitary Permit No: 453322 0 S ate Plan ID No: S9 = i e~t~us. ~o # arcel Tax No: 010-1048-50-000 Section/Town/Range/Map No: 20.30.16.298 STATION BS HI FS ELEV. Benchmark p Alt. BM Bldg. Sewer St/Ht Inlet t SUHt Outlet Dt Inlet Dt Bottom IS,o °IS•~~~ Header/Man. 8- 3 IoZ-3i` Dist. Pipe . 3 2 $ • 3 Z 8 3 02.3 3 Bot. System , D . 01 ~ O/•(. Fi al Grade L7 u, :-(,~ ~ ~ I w ~ N~~ in ~ 04 ~ St Cove ~~~, 5, 3 p /o S . 3S cas2~~~,r ~.; ,~o.3a Width Length / No. Of Trertchits PIT DIMENSIONS No. Of Pits nside Dia. Liquid Depth DIMENSIONS r / ~/ ' 'Q! ~ a T ' N SETBACK SYSTEM TO P/L BL D G WELL LAKE/STREAM LEACHIN Manufacturer: INFORMATION CHAMBER Type Of System: f ~~ 1 S~ ~ ^~- UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold u t ~ Distribution / r a ~ Pipe(s) \ 2 D x Hole Size If ~ x Hole Spacing ~ Vent to Air Intake 2 I IZ L th 7 •~ Di ' / th T~'3~ 2KT1 i 7' L ' L S p ~ ~ J~ _ - eng a eng ng ia pac b • 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 ~;~ Yes ~ No ~ Yes [] No C ENTS' (In u co is encles, persons present, etc.) Inspection #1: 7 / d:?`% /~ Inspection #2:.4~i1~/ Location: 226 140th Ave li~rraWrr(SW 1/4 SE 1/4 20 T30N R16W) NA Lot Parcel No: 20.30.16.29 2lJ~~' '-~~ P tv..s .~ ::.,~ f ~ c,-c~-o ~ cv,~' chi : t.C r~ (o 1.) Alt BM Descri ion = ~j ."~• ~~~ ~+Pl~e S ~~) C' Lo L~% %'''- S ~ S ~~cx~ 2.) Bldg sewer length = J - amount of cover = 3.)Conto r= i~v•3~1 C )~n IOv-~-J~ -- --- -- - Pl~n revlslon Required? ~ 'i Yes No 09' ,~ ~ l~I ~'~5-z 6 -1~ _ 5~~' ( / Use other side for additional information. ~ I _ ~ _ ~_ ._ .. _ __ to /) _ p, is Insepctor's Signature Cert. No. SBD-6710 (R.3/97) +K C~~' Safety and Buildings Division County a. ~ 201 W. Washington Ave.., P.O. Box 7162 S ~'. ~ i,~e®nsrn Madison, WI '53707 - 7162 Site Address Department of Commerce ~. Z2~ ~ ~l /~. ~"C' Sanitary Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, p sonal information yen provide ~{S3 3 2 2 tna be used for second ses Privac ^ Check if Revision I. Application Information -Please Print All t~ ~ s ~ ~ ~~~~~ ~~~ to Plan 1.D. Number _ Property Owner's Name 5~7s3 =~e~wS .~' ~ ._ ,, Dc,.h~e/' 1~;anQ, A...~ Q/ L ZG0 Parcel Number a/o-lay$-~~-00 ~ Property Owner's Mailing Address . ~ J ,~, ; 0 .2~ Pro Pt~Y Location _ • ~ u . S a ~ r ~6 s City, State Zip Code Phone Number ' ~~R nm~ ~! _ e ~ 0.t/12 '~e'QaQ /~ (rj ~ ~j .~. i~ ~ S ~ t ~Y 0 i~ ?/S 7 y Q 3 % 9 / . bdivision Name CSM Nnmber II. T e of Buildin yp g (check all that apply) ~ ~ S ~ S ' Cit ^ 1 or 2 Family Dwelling -Number of Bedrooms y ^ Public/Commercial Describe Use ^Village ^ State Owned ~,jp.y~0ar.~ ~ itsEl , ~Cownship N st Road Ill. Type of Permit: (Check only one box on line A (numbering scheme for internal use . Complete line B if applicable) A. 1 New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to For County use S stem Tatlk Onl Eaistin S stem B • ^ Check if Sanitary Fermit Previously issued Permit Nnmber Date Issued IV. Type of Permit: (Check all that a ttg-sehe ternal use) 44 ^ Non -Pressurized in-Ground 21~Mound < 2`f~~~~ S nd Filter 1 SO ^ Constructed Wetland 22 ^ Pressurized In-Ground 4l Holding Tahk Single Pass Sl ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 49 ^ Recirculating 30 ^ Other V. Drs ersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Pro osed R p ate(Gals./Days/Sq.Ft.) (Min./Inc '].-- / O Q ]" CD ~°n,~~ ~ a~ y h) Elevation ~ • ~,o~ ... ~ lo~,~.~ ~o3~~y VI. Tank Info Capacity in .Total Number Manufacturer Gallons Gallons of Ta w ~ Z Prefab Site Steel Fiber Plastic ~ .~ ~ ~, (pp New Existing ~; i_t_ _ Tt tT'~ Concrete Constructed Glass ,, Tanks Tanks Septic er Hording Tank ` - I ~ D O W .l-p.LU-~.~ / Dosing Chamber ' go O l~.arn-~}p / r VII. Responsibility Statement- I, the tmderslgned, asstmie tespoaslbWty for htstallation of We POW7'S ahot+rn on the attached plans Fl ' umber s Name (Print) Plumber's S)gnature MP/MPRS Nttmber ~ li JJ ~7 . Business Phone Ntunber. . ~~ e~ e, ~~ 8 ~ Pl ' ?t,~'-7Y 9 - 33a-~ umber s A dress (Street, City, Start, Zip Code) . -- VIII. Count /De artment Use Onl Approved roved ' Sanitary Permit Fee (iecludes Groundwater Date Issued issuing Agent Sigoahtre (No Stamps) Surcharge Fee) ^ Ow nitial Adverse ~ ~~ ~ - Determination J i'6 IJIC. Conditions of ApprovaUlteasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced /maintained as per management plan provided by plumbef. _.... ,..~_' Ali RRtiIARiC ranuiramon4rmncf horetiiri..:.....1 aS per applicable code/Vr'dlnances......~.. oonty ony) for the gatem tm paper not less than t;l/3:r 11 Inches tit Hze SBD-6398 (R. OS/Ol) ,. _ _, . ,;: • EX/"Sf~~nq 5~ade ¢ l ev ~, V ,, \ °~ ~, a~ '' ,.,,:.. ~ sue. ~oP.d.c. ~, `~ Scn/e: / == s/D' '`~ SCWGr" ~o bl instc/a~c~ ~b `~ p~0 8 `~ GS~Gr Co~++n1. 8,2.30(-J(c~ ~ \\ ~ ~^ ~ \~ ~ ~ 1':sc+(. s!O ~ P, v. e, ~ - \~ ` ~, Propokd ritoc~.nd At.2S33 X /.~o.os' Fo~ceMa~.1 ~ ~' 1` ~ ~ G'xiao'd, s~ousa / cc //. Four Cv~ t $ 11 ~~ /Q.~c/ic/S a f /J',t"x i/R 3y' w/ ~B "' ~ ~ ~~ of'~~iYC3_3/oaCed kf s.s3: ~ 1~ ~ s I . P~oP ~d (proposed u~ieso,^ ,I , g cant/cEc ~c P /~og~fi~ I I K~- b cd ~ Co,~br.~a-ban s•r./~? L' . h' k ,.,~/~,,be/.~~co eFfYa~.,bl I~1 ~ r33 (JuJQII~h IJ~.:IC~in ~:'/fC~'ct~S.TOU.t'/Gt. 1 I ~ ~ ~~~ t~ ~ r ~...r` j .Site= /oQ.~0' ; i11~ ~G'k ~.,.~-. J ~ i~ ~ /~,~ ~ i i `~ ~ ~ 82 ~ Pr°P° =/' /o%o' ~99.o'coy,fou.r' we 11 '~ i17' o 98.GB' ~ --~ ~ rass-ed wa~u' ~°`y -" frccs ~ ; ^~ b ru 5 ~. '- O.~ ~~ ~'j C.1-1- T V 'f'.' v L ~ ~~ ' .` 0 0 q 309' COP~1 6C ~ ~~o ~Je . (~5.8 of 9 • c~nmerce.wi.gov ^ ^ ~scons~n 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 17, 2004 CUST ID No.222781 ATTN.• POWTS Inspector ZONING OFFICE HENRY J NECHVILLE ST CROIX COUNTY SPIA 967 HIGHWAY 65 1101 CARMICHAEL RD ROBERTS WI 54023-8510 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/17/2006 Identification Numbers Transaction ID No. 995953 SITE• Site ID No. 683025 Daniel & Diane Raebel Please refer to both identification numbers, 140TH Ave above, in all correspondence with the agency. Town of Emerald St Croix County SW1/4, SE1/4, S20, T30N, R16W FOR: Description: New mound, 4 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 956566 Maintenance required; 600 GPD Flow rate; 21 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes Th b l h b CONDITIONALLY APPROVED Th r s defined in ®. Ctll?C~I t and Wisconsin Statutes. a su rmtta as een a owne , a 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.145.0 TMENT 0 OiSAFET stats. The following conditions shall be met during construction or installation and prior to occupancy or use: ~-~~-~=°~L! SEE CORRES General Appreval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Item(s) • The tank access openings shall be per Comm 84.25(7). • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. HENRY J NECHVILLE Page 2 5/17/04 A Note • The bottom of the distribution cell shall be level per the Mound Component Manual. The "D" dimension shall be a minimum of I S". The maximum finished slope of the mound surface shall be equal to or less than 3:1 per the Mound Component Manual. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • ,Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and exceptions. to the setbacks. • Insulate building sewer per COMM 82.30(11)(c). 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. 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. Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Patricia L~ti~d POWTS Plan Rf Services WiSMART code: 7633 (715) 634-7810, Fax1~(715) 4-5150 , M-f 7:45 am - 4:30 pm pshandorf@commerce. state.v~n.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 t MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Daniel ~ Diane Raebel 4 bedroom residential mound Owner's Name: Daniel & Diane Raebel Owner's Address: 108 West Warren St. Roberts, WI 54023 Legal Description: SW1/4SE1/4, Sec. 20, T.30N., R.16W. Signature: p~~~, ®~ 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) Township: Emerald County: St. Croix Subdivision Name: Na Lot Number: Na Block Number: Na Parcel I.D. Number: 010-1048- 50-000 '. ~: S. Plan Transaction No.: ~)ll dl~t~jl Page 1 Index and title ~~ Page 2 Data entry c cE Page 3 Mound drawings LDINGS Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan ONDE Page 7 Pump curve and specifications Page 8 Site Plan ~}` Page 9 Soil Evaluation Report ` ~ ~~ Designer: Henry Nechville License Number: 222781 Date: 04/26/04 Phone Number: 715-749-3322 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 ^ 400.00 Estimated Wastewater Flow (gpd) Table 83-44-3 in-situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150%) coliform of <= 36 inches. 600.00 Design Flow (gpd) 10.00 Site Slope (%) _ 100.40 Contour Line Elevation (ft) 21.00 Depth to Limiting Factor (in) r 0.40 In-situ Soil Application Rate (gpd/ft2) Distributio n Cell Information 100.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) ___ 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point - in the distribution ~ _Y Pressure Disribution Information network? Enter Y or N (c or e) I c Center or End Manifold 3.00 Lateral Spacing (ft) (~___ If N above, enter the elevation 4 Number of Laterals _ of the highest point. [m~_ _ ___ __ 0.125 Orifice Diameter (in) (e.g. 0.25) r 2.50 Estimated Orifice Spacing (ft) = 7.50 ft2/orifice ~--- j 2.00 Forcemain Diameter (in) 40.00 Forcemain Len th ft Does the Forcemain drain back? Y _ g (> C~~ _ _ 93.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 8.28 Vertical Lift (ft) 0.92 Friction Loss (ft) 15.70 Total Dynamic Head (ft) 6.52 Forcemain Drainback (gal) 90.53 5x Void Volume (gal) 97.06 Minimum Dose Volume (gal) 32.95 System Demand (gpm) Lateral Diameter Selection in. dia. o tions choice --~ 0.75 , 1.00 1.25 x x h ___~I 1.50 x ~ x _ ~ 2.00 x _~ __ - 3.00 x Treatment Tank Information !~~ 1200.00 Septic Tank Capacity (gal) [Wieser Concrete Manufacturer Dose Tank Information _800.6_4 Dose Tank Capacity (gal) 22.24 Dose Tank Volume (gal/in) ' ------- IWieser Concrete ~ Manufacturer Manifold Diameter Selection in. dia. o tions choice ~_------- 1.25 x ~ ~~-- 1.50 x x 2.00 -._-~ _ 3.00 I 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) Effluent Filter Information ___ Zabel Filter Manufacturer A100 Filter Model Number Project: Daniel & Diane Raebel 4 bedroom residential mound Page 2 of 9 Mound Plan View 1 '• 1/1 0 B •'•'•'•'•'•'•'•'•'•'•••~•~••Observation Pipe.'. ~'0 '• K ':,~r , 5 ~'4?. ., . , . B I. Mound Component Dimensions A 6.00 ft E 22.20 in B 100.00 ft F 9.50 in D 15.00 in G 0.50 ft 600.00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate -T _} _~ -1 H 1.00 ft K 10.03 ft z 13.46 ft L 120.05 ft J 5.87 ft W 25.33 ft 1946.43 (ftZ) Basal Area Available 10.00 (ft) 1 /10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.44 (ft) - .,,~~ ~,.. G • H ~ ~~ ~.. F • .:: ; : ~ ~' ~ ~ 102.15 (ft) Lateral Dispersal Cell 101.65 (ft)-- - Invert Dispersal Cell 3~ ~ ~ ' ~ ~ : ~ Elevation E • ~ D ~ ; ~: • • _.i_.. r. ? ~• ~~?.,f~.yJ:•.y.l ~ 1, }. -{ -i I~ ~I, l j``}, -~. J. ~i~~S-~ ~ .{ :~ "~ ~~ '~. ;~ .~ ;k`"i _y`_ ?..:i;~_;~ ~ ~:, ~~`_`? ~..`_~~'_.~_'~_.._a,'y_. 4 ;, i. _;-:~•-: _~ -~ _,+ .,' _, _, _J ~. ~ ~ ~ ', _ _ ~`. _. .. _ _ _ _~.. _ ' 100.40 (ft) Contour Elevation 10.0 % Site Slope Geotextite Fabric Cover Shading Key ~ ~. ~ Dispersal Cell See lateral details on 10 Topsoil Cap Q "'~~ S b il C c ~ H 1.5 ft ;; ;; :; ;; ; " ": " s~ • •"°•" ~ Page 4 far number, u so ap ~ 1° ~ -..• ; • . •~~ •• •• •••••" size, and spacing of 0 ASTM C3 © 3 Sand ~ 2 °~ F I aterals. Laterals are "~~:-`.~`~~` Tilled La er Y ~5 Aggregate m c y v o 0.5 ft __~__.. 'Typical Lateral :•:°:: •~;•• ~ equally spaced from the distribution cell's ~--- A ~ centerline in the distribution cell (AxB). Project: Daniel & Diane Raebel 4 bedroom residential mound Page 3 of 9 ~ 4 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical ~E P ~ S •= Turn-up vrf ba II va Ive or IE- X-> IEu12 I sf2~l Laterals & force main of PVC Sch 40 cl ea n out pl u g per COMM Table 84.30-5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Lateral Diameter 1.50 in Lateral Length (P) 49.34 ft Lateral Spacing (S) 3.00 ft Lateral Flow Rate 8.24 gpm System Flow Rate 32.95 gpm Total Dynamic Head 15.70 ft Orifice Diameter Orifice Spacing (~ Orifices per Lateral Orifice Density Manifold Length Manifold Diameter Forcemain Velocity 0.125 in 2.53 ft 20 7.50 ft2/orifice 3.00 ft 1.50 in 3.37 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -~ Comm 16.28 WAC ~ 4 in. min. Dis~ect '-'-~~ Project Tank component is properly vented Wieser Concrete Ca acit 800.64 Volume 22.24 Manufacturer Gallons gal/inch Dimension Inches Gallons A 18.05 401.34 B 2.00 44.48 C ___ 5.45 121.30 _ _ D 10.50! 233.52 Total 36.00 800.64 ~- A B C D ng under tank. Alarm Manuafacturer ;LevelAtm _.. __ ~. Alarm Model Number;~DLV Pump Manufacturer .,Zoeller Pump Model Number!98 Pump Must Deliver 32.95 gpm at 15.70 ft TDH Daniel & Diane Raebel 4 bedroom residential mound E- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device Pum off elevation (ft) 93.88 Do, se tank elevation (ft) 93.00 Page 4 of 9 Mound System Maintenance and Operation Specifications POWTS Revudlator's Name ~ St. Croix County Zon ng Dep't ~ Phone [77 5 386346 0 System Flow and Load Parameters Design Flow -Peak Estimated Flow -Average Septic Tank Capacity Soil Absorption Component Size Type of Wastewater 600 gpd Maximum Influent Particle Size 400 gpd Maximum BOD5 1200 gal Maximum TSS 600 ft2 Maximum FOG Domestic Maximum Fecal Coliform 1/8 in 220 mg/L 150 mg/L 30 mg/L >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other 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. 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 Threaded Cleanout Sprinkler Valve Box ~ Plug or Ball Valve Distribution Lateral / u Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Daniel & Diane Raebel 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)] 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 lie 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 filter 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 filter when removed from its enclosure. If the fitter is equipped with 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. 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 maximum scum and sludge accumulation in the tank. The addRion of biological or chemical additives 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. Pump 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. ff an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound 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 mglL 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 104 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 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. 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. Continaencv 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 pertormance. tf 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: Daniel & Diane Raebel 4 bedroom residential mound Page 6 of 9 /5.70' T.d.N HEAD CAPACITY CURVE EFFLUENT MODELS I 14o 1 I 42 - a0 135 130 I I I 125 3B - 1 20 36 ~ t15 191 3a ~ IIp I ~ ~ 105 i I }2 ~ 100 ~ ~ 30 ~ - I j 95 i 28 90 186 , 26 85 4IB 6 I 90 ~ 24 75 165. alb I 1 7 22 70 I 20 65 60 163 I e IB y . 4163 169, 4IB9 16~ J la 1 S5 50 a5 1 I 12 i 40 ta0, IBB. J5 41a0 x188 t0~ 30 I B iD IBS. 4185 25 20 I ~ - , 6 a I Io I 2 y 5 161, 4tbt 0 53,57 1 98 U. S. GALLONS 10 10 30 40 SO 60 70 80 90 I0 0 II O 12 0 13 0 1a 0 15 0 160 L17ERS BO 160 240 320 400 480 560 640 ' D CAUTION Model 185/41€5 show.f i not be subjecteu to less than 30 feel TCH 0 y ROw PER MINUTE 3~.9s,~•,~.~t• ni4'nlmKm Sup.O/vr'a,~ re0a! 009922M TOTAL DvNAMIC HEAD/CAPACITY PER MINUTE E FFEUENT ANO DEwniERING Moaei I 5}/57 I 98 U7 740/4140 161/4161 163/4163 165/4165 185/4185 186/4186 ____-__.__ ~ 788/4188 789/4189 ', :9' Me; ers I Go. llrs. Cal. Ltrs. Got. Llrs. Cal. Llrs. Gal. Llrs. Gol. Elrs. ~ Cal. Etr s. GGI Llrs Gal ~ ~Irs I Gol 1115 ,:G~ lt~s CG~~T- - ~ ' <3 i 163 72 273 93 352 91 344 100 379 67 231 61 237 58 i 220 I 145 Sag lay 549 ~~ ~~i %~~ _ }a '29 61 2}I 79 299 Ba }18 93 352 61 2}I 81 231 58 220 140 SSO ~ 140 }0 a 7E7E I ' '~9 I 72 45 770 64 242 76 288 85 }22 60 227 61 231 58 220 134 50) 1}i 517 ~I. a 7c 2G 6.' 25 95 36 I}6 ,68 253 79 299 59 22} 60 227 I 58 220 128 484 I 131 qg5 J- ~ 7C ' 76 8 JO 59 223 70 265 57 216 59 223 58 220 122 462 725 4JJ - ~, a5 }-- I '~JE SC '. ~. I ' 49 185 62 235 55 206 58 220 85 }22 58 220 176 4}g I 120 454 a~ •. 7C '~ 722 ; 21 79 45 110 46 172 55 206 70 265 58 220 104 }g4 109 4t3 45 ~. 7E 5C 15.2 I I 20 76 3J 125 50 189 51 193 58 220 90 )a1 ! 9? 367 <5 '. 7C 6` t5 p 39 148 32 121 58 220 77 269 85 322 a5 17C ~' ~' `~' } - ~ ~ 2J B7 9 34 52 197 51 193 69 261 a5 np 2°4 ~ 10 38 a5 170 28 t06 Si 193 a5 ]C .~ 2 a ~ I 1 ~ }1 It7 2 8 I 34 729 4a „- C 60 Il 6a '. aC~ ~~~' ' ., ~^ 320 1 I a 15 TC ~- :2C 'i }6.6 '' 1, I 2C ~.. }C S96 I C L_t_ _x. d r.e 19.} h. (5-9m) 2J IL (7m) 26 It. (7.9 m) 46 IL (14m) 56 II- (V.1 m) 66 II. (201m) 86.5 It. (26,4m) 73 II. (223m) 114 fl. (}4.7m) 91 IL (27.7 m) 1110 ^. (S35m -}7 1 (< 3,-) SSPMA Mf,4° ~~„~ MEMBER ~ w ^ ^ ~ ~t, suuv ® ~ I~ 1N0 SEwaGf ~' N U PUUP MFRS. nSSN © Copyright 1998 Zoeller Co. All rights reserved. !~,7of ~ ~-yras~~d~~ ~~ "~`-y . ~~ 4/ ~"'soh. ~oP.d.c. bk,-/d, SfwGr' fo 6l inSU/a~~ QsPLr CoH+~t. sz.3o(-JCc~ z "scd. s/o A,v.e,- Forc¢~tta~:1 • Ejci"S~~~q grade ¢le~: V >.~n~ b ~~ o°~ B ~l \\ ~ ~ ^ ~~ ~ ~~ ~~ ~' Proposed ~rtownd of ZS 33'x /.zo.os' ~~ $~;` tea, r;'xiav'd,'s/ocrsa/ce//, ~'ou~lv~ ~ ~ ~~ ~'~(rccs spaces K~s.s3: 1 ~~ P''°P°~ Propos.ed~~esor-S ~ ~ ~crcEcw~P/~og~d~' 11 s 1 1 ~~ p ' btdrmr.~ C.• an S.T~ C~»bi~ab hi~k~rade. ca/$a.be/.~./coeFF/ue.,~~ ~~ ~ ~3 dwEl~~rry ~/ a~E. ~~.;lci~~ ~•/~ a.t s. r. ~,u.~-/mot, i s ~o' t ~~ ; ~ ~ ~ 9° a e : /o Q. ~ i ~ ~ - r ~~ i /~,~~ Bz we 11 98.8 • ~ ~, g rass.ed wo~RU' ~°'y a ~rccs ~ b ru 51, ~"' " (~ F3 ~--~ . ! o v' ~-~' lop o-~ ~ Sc-ES. ~-{ ~ YC~ '~ I 309' .` 0 0 q /.Z7 ~ 1 /~D~~de• 8of C'S . 9 ~.s ~ ~' r~ Wisconsin Department of Commerce Division of Safety and Buildings r SOIL EVALUATION REPORT in arrnrrlanca with rnmm R5 Wis Arlm C:nrla 1784 Page I of 3 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 ---------- ---- - - -- - -- -- percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. O/0-1048-50-000 ease prmt a m ormation. Reviewed By Date Personal information you provide may be used fw secondary purposes (Privacy Law, s 15.04 (1) (m)) Property Owner Property Location Daniel & Diane Raebel Govt. Lot SW 1/4 SE 1/4 S 20 T 3U N R 16 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 108 West Warren St., P.O. Box 8 40 acre __ __ _ ___ _ City State Zip Code Phone Number _ ~ City _J Village J Town Nearest Road Roberts I WI 54023 715-749-3181 Emerald 140Th Ave. New Construction Use: yj Residential /Number of bedrooms -- 4 Code derived design Flow rate -- 600 --------- -- GPD _ Replacement __ . Public or commercial - Describe: Parent material Glacial Till - Flood lain elevation, if a licable P PP na ------ -----_. General comments and recommendations: Install mound system at elev. 10 1.65' at 15" above 100.4 0' contour. Boring # __! Boring 22 /j Pit Ground Surtace elev. 100.62 ft. Depth to in. limiting factor 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#1 'Eff#2 1 0-9 ~ 10yr4/3 none sit ~ ~ 2fsbk mvfr cs 2fm } 0_6 ii 0.8 _ - ~-_- - t- --- -- -- --- ---- _ r - -- -- - 2 ~ 9-18 ~ 7.Syr4/4 none ~ scl 2fsbk mfr cs 1fm it 0.4 ' 0.6 T ~ T 3 18-22 7.5 r4/6 y none ~ - gr sl 2msbk mfr aw 1vf,f -- ~ 0.6 ~i - -- 0.8 ----- 4 1 22-30 7.5yr4/6 f2f 7.5yr5/8 i r sl 1 msbk j mfr cw 1 of ~ - 0.4 ~~ 0.7 ' 5 30-50 7.5yr4/6 m2d 7.5yr5/8 sl/Ifs 1csbk ~ mvfr - - i 0.4 { 0.7 ___ ~ - - __ ___ __ --- - - __ - --__-- ~ _ _ _ _____ __ fi __ _ _ _ _ ~ - - H#5 consists of an unsorted mxture of 1 csbk 7.5yr4/6 sl & 10yr5/6/6 Is. Redox. concentrations located within coarser text ured Is. ^ Boring # _J Boring /J Pit Ground Surface elev. 100.81 ft. Depth to limiting factor _ 21 " in . Soil Application Rate Horizon Depth i Dominant Color Redox Description Texture Structure Consistence Boundary Roots , GPD/fi? m ~ Munsell Qu. Sz Cont. Color Gr Sz Sh i ~ 'Eff#1 'Eff#2 1 0-8 ~ 10yr3/2 ~ none sit ~ 2fsbk I mvfr cs ~ 2fm ~l 0.6 0.8 - ~--------+ -..- -- -a- _----- -t- -+ ---- - T - - _ . -___ _ --- 2 li 8-18 ~ 10yr5/4 ~ none ~ sit ~ 2fsbk i mfr cs 1fm 0.6 0.8 --- 3 --~ 18 21 -- 7 5 4/6 -t-----~ - - + --- -t f - -- --~ ' - 1 f ' + -- 0 6 -- - 0 r y i none g rs i j ms m r ~ aw 1. _. _-.- f --- ~ -.._ _ ~ _ _ ~ ,_ - . - _ , ~ __ _ -_ , __ _. 4 ~ 21 29 7.5 r4/6 Y I f2f 7.5 r5/8 y gr s! ~ ~ 1 msbk I, mfr cw ~ 0.4 0.7 ~-_- i --~ -- - ___ ---a _ ,__ -A ---~ -._ .- -- _' --+ - ' ----- - _.r_ .____---- --- - --- 29-40 , 7.5yr4/4 i ; f2f 7.5yr5/8 sl ~ 1 csbk i mfr aw - 0.4 0.7 __ _ T ' t -- 7 5 r5;8 & ~-m3 ' i ----- ~ - -; _..__ - - -_ _ 6 40-55 j 7.5yr4/4 ~ . ~ i m n l vrfi%2 sc ~ i Om r mfi - - 'i 0.0 0.0 many sand grains observed on qed faces in H#5 ' Effluent #1 = BOD 5> 30 < 220 mg/L a d TSS >30 < 150 g/L ent #2 = BODS< 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane. Osceo . WI 54020 4/23/2004 715-248-7767 Property owner Daniel & Diane Raebel Parcel ID # 101-1048-50-000 Page _ 2 of _ 3 Boring # __; Boring /j Pit Ground Surtace elev. - 99.10 ft. Depth to limiting factor 24" in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence ~ Boundary Roots _ GPD/ft' _ Ir `Eff#1 'Eff#2 1 0-7 -- --- 10yr3/2 - none sil 2fsbk mvfr cs _ __ 2fm i 0.6 ---- - - - 0 8 _ - - 2 ~ 7-16 3 16-24 10yr5/4 7.Syr4/6 none ~ none _ sd gr sl 2fsbk 2msbk mfr mfr ~ __cs aw I 1fm ! 0.6_ j -i 1f ~ 0.6 0.8 ---_ 1.0 ----r- - ------ ---~---- .___ ~ ---- - 4 i 24-35 ---~ 7.5yr4/6 - f2f 7.5yr5/8 gr sl 1 msbk mfr cw - 0.4 t 0.7 5 I, 35-52 7.5yr4/4 f2f 7.5yr5/8 sl -- l csbk mfr aw ---- ---_- - 0 4 I - -- - 0 7 6 ', 52-56 _-~. 7.Syr4/4 map 7.Syr5/8 & m3 10 r6/2 sc Om mfi - - 0 0 ' 1 1 - - 0 0 ---_.__._.._ - ---- --- many sand grains observed on ped faces in H#4 & 5. Boring # -~ Boring / Pit Ground Surtace elev. 98.06 ft. Depth to limiting factor 26" in. Soil Application Rate Horizon ~ Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ~__ GPDI~___.__ in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh i 'Eff#1 'Eff#2 1 0-9 10yr3/2 none sil 2fsbk I mvfr cs 2fm 0.6 i 0.8 ~ --- -------~--- --- ~-- ---- 2 ~i 9-23 1 r5/4 OY none sil 2fsbk mfr cs 1fm 0.6 0.8 --r ---- - ----- - +--- --.. _- -- -- 3 j 23-26 7.5yr4/6 none gr sl f2f 7.5yr5/8 mfr aw 1f '; 0.6 1.0 - -----, -- - --- + --1--- --- --- - - 4 26-38 7.5yr4/6 f2f 7.5yr5/8 gr sl f2f 7.5yr5/8 mfr cw - I 0.6 1.0 5 '~ 38-54 7.5yr4/4 f2f 7.5yr5/8 sl ~ 1 csbk mfr aw - I 0.4 0 7 54-60 __ T .5yr4/4 map 7.Syr5/8 & m3 10 r6/2 --- sc I - - Om - mfi ---- - - --- -- - -- t-- fi - 0 0 - ---Y ------ ~ -__- ____ 0.0 __ many sand grains observed on ped faces in H #5. ^ 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 _ SzP~/ft~--_-_ _ ' r' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 Eff#2 _ - a- --- -- I - - I i ---- - _ _- -- i - r--- I --- ------ ----- ----- ' -- -- -- - ------*-- -- --- _ _ - -- - -~ - - - ---f - -- -Y-- I - i ------------ ~ ~ ------------ - -- ~ .._ _.----j------ - -- --- 'Effluent #t = BOD ~ 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L "Che Department of Commerce is an equal opportunity service provider and employee If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or "I"fY 608-264-8777. ~'" y ra s5~d ~ _ e,,r ~y ~~ ~~ r ~~ ~ ~ ~~ ~ e~l ` °- ,- ~e ~ ;, ~1 q ~~\ t ~' ~ t ~ ~~ ~ ~ 3 ~~ 1 h~~k~~ad~ ~ ~ ~ • a~E. b~.:ld~n ~ ~ ~ G 70 I =;' i S itC = /0 ~. 0' ~ s 1 ~~ i ~ ~ i ~ i ~~ 82. ~ • EX~s~;.~ 5~ade ¢le~: A ~ Sc~/~ . / -- s/O' 1 /~D~~de~ (~~, 3of3 r Wisconsin Department of Commerce Division of Safety and Buildings ( ~ SOIL EVALUATION REPORT ~n n........t~nro with !`norm RS 1n~ic error r.vin 1784 Page 1 of 3 A.C.E. Soil & Site Evaluations COUnty Attach complete site plan on paper not less than 8'/ x 11 inches in size. Plan must St. CfOIX include, but not limited to: vertical and horizontal reference point {BM), direction and percent slope, scale or dimemsions, north arrrnv, and location and distance to nearest road . Parcel I.D. a!o_1048-50-000 Please print all iMonnation. awed gy Date Personal information yai provide may be used for secondary Purposes (Privacy Law, s. 15.04 (1) (m)). _~.. .. . Vw•~- I Property Owner ~ ~ ~ ~,l ~ ~; * Property Location _ ~_... .. Daniel & Diane Raebel govt. Lot SW 1!4 SE 1/4 S 20 T 30 N R 16 W Property Owners Malting Addr Lot # Block # Subd. Name or CSM# A ~ ~ ~ ~ ~ G ~ ~ 108 West Warren St., P.O. x 8 40 acre City e ~ili~te Phone t~tttrtber _J City 4f Village // Town Nearest Road Roberts ( I ~~ ~ ~ .,~tU,r. ~ ~~~~ .49-31 1 Emerald 140Th Ave. New Construction Use: ~ Residential /Number of bedrooms 4 Code derived design flow rate Replacement J Public or commercial -Describe: Parent material Glacial Till Flood plain elevation, if applicable General comments and recommendations: Install mound system at elev. 101.65' at 15" above 100.40' contour. 600 GPD na Boring # ~ Boring 1/' Pit Ground Surface elev. 100.62 ft. Depth to limiting factor 22~ in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0-9 10yr4/3 none sil 2fsbk mvfr cs 2fm 0.6 0.8 2 9-18 7.5yr4/4 none scl 2fsbk mfr cs 1fm 0.4 0.6 3 18-22 7.5yr416 none grsl 2msbk mfr aw 1vf,f 0.6 0.8 4 22-30 7.5yr4/6 f2f 7.5yr5/8 sl 1 msbk mfr cvv 1 of 0.4 0.7 5 30-50 7.5yr4/6 m2d 7.5yr5/8 sVlfs 1 csbk mvfr - - 0.4 0.7 H#5 consists of an unsorted mature of 1 csbk 7.5yr4/6 sl 8 10yr5/6 Is. Redox. concentrations located within coarser textured Is. Boring # ~ Boring Pit Ground Surface elev. 100.81 ft. Depth to limiting factor ~ Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boun~ry Roots GP D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-8 10yr32 none sil 2fsbk mvfr cs 2fm 0.6 0.8 2 8-18 10yr5/4 none sil 2fsbk mfr a 1fm 0.6 0.8 3 18-21 7.5yr4/6 none gr sl 2msbk mfr aw 1f 0.6 1.0 4 21-29 7.5yr4l6 f2f 7.5yr5/$ ~~ gr sl 1 msbk mfr cw - 0.4 0.7 5 29-40 7.5yr4/4 f2f 7.5yr5/8 sl 1 csbk mfr aw - 0.4 0.7 6 40-55 7.5yr4/4 mm~p'i(~`y~gj ~ sc Om mfi - - 0.0 0.0 many sand grains observed on pad faces in H#5. Effluent #1 = BOD ~ 30 <_ 220 mg/L a d TSS >30 < 150 L ant #2 = BOD <30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number James K. Thompson ~-~--- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane. O . WI 54020 4/232004 715-248-7767 D~ Property owner Daniel ~& Diane Raebel Parcel ID # 101-1048-50-000 Page 2 of 3 Boring # ~ Boring /~ Pit Ground Surface elev. 99.10 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. *Eff#1 *Eff#2 1 0-7 10yr3/2 none sil 2fsbk mvfr cs 2fm 0.6 0.8 2 7-16 10yr5l4 none sil 2fsbk mfr cs 1fm 0.6 0.8 3 16-24 7.5yr4/6 none grsl 2msbk mfr aw 1f 0.6 1.0 4 24-35 7.5yr4/6 f2f 7.5yr5/8 gr sl 1 msbk mfr cw - 0.4 0.7 5 35-52 7.5yr4/4 f2f 7.5yr5/8 sl 1 csbk mfr aw - 0.4 0.7 6 52-56 7.5yr4/4 ~F 7.Syr5/8 & m3 1 /2 sc Om mfi - - 0.0 0.0 many sand grains observed on ped faces in H#4 & 5. Boring # Boring . N.J Pit Ground Surface elev. 98.06 ft. Depth to limiting factor 26" Soil Application Rate Horizon Depth Dominant Color Redox Descr~tion Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr32 none sil 2fsbk mvfr cs 2fm 0.6 0.8 2 9-23 10yr5/4 none sil 2fsbk mfr cs 1fm 0.6 0.8 3 23-26 7.5yr4/6 none gr sl f2f 7.5yr518 mfr aw 1f 0.6 1.0 4 26-38 7.5yr4/6 t'2f 7.5yr5l8 gr sl f2f 7.5yr5/8 mfr cw - 0.6 1.0 5 38-54 7.5yr4/4 f2f 7.5yr5/8 sl 1 csbk mfr aw - 0.4 0.7 6 54-60 7.5yr4l4 map 7.Syr5/8 & m3 1 /2 sc Om mfi - - 0.0 0.0 many sand grains observed on ped faces in H #5. ^ Boring # J Boring J 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. *Eff#1 *Eff#2 Effluent #1 = BOD 5> 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 services or need material in an alternate format, please contact the department at 608-266-3151 or TTY608-264-8777. ~'' ,y ra ssed ~ er,~y . ~ , h i~h~rad2 • of ~k:ldin S itG = /o p.TO' ,~ • 4- ~~~ ~~ ~ ' ;~ ~ ', ~1 w ~`` ~ w ~ t ~ ~ ~ 1 ~ ` ~~ ~~3 i £ ~ n i I ~ i ~ ~ i !~ 82 ~ /oio' l99.o'CoY+~~ • EX,S~~ c~ 5~ade ¢ l e~: ~ _ /~0~~4de• 3of3 ~5 . ST CROIX''C®UNTY SEPTIC TANK MAINTBNANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwaerBuyer -~~v~,[~ ~- 2A- ~ ~ Mailing Address D -" W A,r/~ 1.~-- I~ b ~ . J-~`c`a L Property Address a~ ~-~P ~ (Verification required from Planning Department for new construction) City/State Parcel Identification Number o ! o - / ~ `~ 8 - ~o - o ~ o ~ 2 9 $~ LEGAL DESCRIPTION Property Location S w '/s, s F '/., Sec. 2 ° . T 3 ~ N-R / ~ W, Town of ~ _.~o-~.n~ Subdivision a~tQ. G ~ (~3r cam`` Lot # Certified Survey Map # /~ ~i ~ .Volume 6 P ge # "~-: Warranty Deed # _ ~ ~ .3 d ~ r .Volume ~~ Page # ~ ~ Spec house ^ yes (~, no Lot lines identifiable ~, yes ^ no S~ys'I'FM MAINTENANCE Improper use and maintenaaceof 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 properly owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mast~rplumber, journeymaaplumber, restrictedplumber or a licensedpumPerverifyingthat (1) the o~site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. F/we, 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 stn ' that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da of e y xpirati date. l~lor SI TURE APPLICANT DATE OWNER CERTIFICATION I (we) ce 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 above, virtue of a warranty decd recorded in Register of Deeds Office. ~ ~ /Q SIGNATURE F APPLI DATE ««**ss Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ** 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 W.D. Farmer Plans- Home Plan Search hripJ/www.wdfarmerplans.com/cgi-bin/floo...1591&orderoptions=&dbplan~id-2052&dupTeat= .~t Plan Number:2461 Total: 2424 First Floor: 1548 Second Floor: 876 Basement: 1591 Material Lis Heating Layou Main Foundation: BASE 0 Email to a View Mirror Reverse of Front l of 3 5/23/04 12:58 PM W.D. Farmer Plans- Home Plan Search GARAGE 24'•1•x20'•' A bf H M1a..Y W91 L-] httpJ/www.wdfarmerplans.wm/cgi-bidfloo...1591&orderoptions--&dbplan id=20528cdup x= ,K . •a _._ _ _...___.. _ ~ i .I -- SUN QECK --- _._ _,. ..~ ~~ za--a•xto~-a• ~; sT9or ^R- FAST ~,. .._ :I ., , . iIOIOM _I_ . , t... to~•o•f t r.~• I I~~" , . 21.=`.` ~ 1~..1Y.t'+....a DINING ~,AVNdnT i rw.~ I KITCHEN ROOM suN ta~•s•x12'•,• ts~s•xtr•o• aoor ~ ! .,..,.o.> •1 .a., 4.: 1~~. cw•• __ L i.« s z '~ ^tTN ~ t AGTIYITY Nt~ ROOM ~ ®ED ROOM ta•-!r•xto•-s- ~ 1B'_t. t'-b' _._~. i ~: •ATN ~, IDT[II n COVEAEg DOnCry -~ 7,x'.6' FIRST FLOOR PLAN «Back ~~~ w ' ~ )come Plan Search Planbooks Q~t PIaP3 About Us Order Now What's New Email Us! Contact webmaster with questions or comments regarding this site. ©1947-2004, W.D. Farmer, F,A.I.B.D., Residence Designer, Inc. All rights reserved. +All prices, terms, and conditions are subject to change at anytime. Please contact for complete up to date infomtation. Site By: Excelsior Technologies. Inc. L 3 of 3 5/23/04 12:58 PM ~ ~ _ 55365 DOCUMENT NO. ;; State Bar of Wisconsin Form 2 - 1982 WARRANTY DEED ~o~ 1?14PACE611 f! Edward J. Kennedy, a/k/a Edward J., and Marjorie R. Kennedy, husband and wife, as survivorshiy marital pro~er~}~ 1~ ~~. ~'+~Cis..: i Recd for Rscti„z ~ EC 2 '~ ,.1.996 ~$. 9:30 A. M `~~7C-Zaiw.. ~ 1r~~oit conveys and warrants to Daniel L. Raebel and Diane M. Raebel, +; fiegister v; Deeds - EI husband and wife, as survivorship marital property ~j - k; i tj S$ THIS SPACE RESERVED FOR RECORDING DATA ~~ i3~ k~ (I NAME AND RETURN ADDRESS ~, REINSTRA & VAN DYK, S.C. the following described real estate in St Croix 201 South Knowles Avenue New Richmond, WI 54017 '- County, State of Wisconsin: ~~ j, !i l South One-half of Southeast Quarter (S1/2 of SE1/4) f-`- -------_----=-- ----_--- -_!. of Section Twenty (20), Township Thirty (30) North, 010-1048-50 and 010-1048-60 i Range Sixteen (16) West. (Parcel Identification Number) i ~. i This is not homestead property. i (is not) Exception to warranties: Subject to all easements, restrictions and covenants of record. Dated this 20th day of December (SEAL) Edward J. Kennedy, a/k/a Edw d J. (SEAL) AUTHENTICATION Signature(s) Edward J. Kennedy .and Mar_~_orie-_- ,1996 .. - (SEAL) + Marjo ie R. Kennedy (SEAL) ACKNOWLEDGMENT ` _ ~' - STATE-OF-WISCONSIN- ~ ~. T +Msconsin Department of Commerce SOIL EVALUATION REPORT Page / of `3 dvision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach cornpfele site plan on paper not less than 8 i/2 x 11 inches in size. Plan must County s'r C~0/• include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north ar-ow, and location and distance to nearest road. Parcel I.D. Q /Q • /O y~ , •f'Q jf~'a Please pNnt all Intormatlon. Reviewed by Date Personal Inlomralion yov provide may be used -or secondary purposes (Privacy Law, s. 15.04 (1) (m)). Properly Owner Properly Location D~N ~~C~ ~~ Govt. Lot sW 1/4 `s~ 1/4 S ZO T ~~ N R ~G Property Owner's Mailing Address #(or) W Lol # Block # Subd. Name or CSM# / d 8 GU. CU~iPiC' E.v /~ ~-- ~ dr o ~¢ G,,¢ S City State Zfp Code Phone Number []City [] Village (~ Town Nearest Roa~ - ~oi3~ rs ~v/. syoL3 (7 rS) 7 y 9. ~3i~ ~ ~'~l~72 ~4 c.v / yo ~l ae New Construction Use: Residential !Number of bedrooms Code derived design fl ~ " GPD ^ Replacement ^ Public or commerci I -Describe: ~ 1 Parent matertai _ ~Q E S• D V.(/(,, ~ f,~ ~/! S Flood Plain elevation if applicable N~ < ft. General comments ~ = _ and recommendations: 'j"~'s'! dd~+~.-. ~E-,yv/~~~ ~~,~ ~ ~~~ '','~ goring# ^ Boring 9.7t~ r xct~tfde;t.-~" `~5,:'.~"~. pit Ground surface elev. ~ ft. Depth to limiting fac ~ l _ In, '~ --, ~ `, Soli Applicaton Rate Horizon beplh Dominant Color Redox OescripUon Texture Structure Consisten?;e ~--®eGNdafy~ -Roots GPD/ft~ in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. •Eft#1 ' / Eff#2 ~ ° ' ~ D yR 3~3 G /fsh~ ~ f'R c s i f . y . G . a ~7 ~o ye Y/ Sid. a s ~ „M fib w / 7~ . s : Q 3 /7.3/ /o yip s/ SL / •w• ~i2 Cs / f . y . ~ 3 . y 7 S ye s/ c 2 Mors ScL / ~s,6re ,,.,,, ~i • C -- . i . 3 S •7a io~R ~ M3 ~ c Ts CL ~~ss/~ ~i.e~t ' ~~ a.b - I I ,1 ~ L„ ~ Boring # ^ Boring pit Ground surface elev. ft. Depth to limiting factor `V in, Horizon Depth Dominant Color R In. Munseil edox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Z • 70 ~•s /~ M Mors ~ cL /f's ,~,,~.uc~ • s y/p sly . ~oy,~ z • ern.. .. . v. - --_..... •,.,•-s _ .,.. _ ccv ri~yn. anv - Js ~JU _< 15~ mg/L CST Name (Please Print) Signature 1QaR ~12T- ?~/,b~iGyT Soil Application Rate Boundary Roots GP D/fl' 'Eft#1 •Eff#2 cs / f . w ~ ,s .8 w /~ •y •G • Z •3 ' Effluent #2 = BODs < 30 mg/L and TSS < 30 mg/L CST Number 2ZCc37S Date Evaluation Conducted Telephone Number. U. !S • Leo / ~/S •3~G • ~/~?S ~ ~ ,~~s Property Owner ~ ~ ~~~" ~ Parcel ID # / D • /D ~ ~ ~ Pa e Z' of 9 Boring # ^ Boring l ~ . ~ a ~ v S ~ S~' . pit Ground surface elev. ! ft. hnnth rn ii~„ut.,,, r~~r.,. ~.. Horizon Depth Dominant Color Redox bescriplion Texture Structure Consistence Boundary Roots Soil Application Rale GPD/ft: In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eft#t •EfNf2 Z ~/ ioy~ S« aft ,~ ~f~e w / ~ .s • g .S s c 2 ~ ho ~ S'cL ~5,6~ ~~i' ~' _ . Z . 3 b y,~ 4,Z • ~ /D /,P ~ r-M h o TS G L ~1ffs~Si ~~fi ' . p s ~~ yl1.~ ^ Boring # ^ Boring n nir Ground surface elev. f1 ne.,rr, r.. ri..,u~.,.. r~,.~... ~_ v Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/tt= In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EN#1 •Eff#2 9 ~ ~ Boring # Borln ^ Pit Ground surface elev ~4 ff. Depth to Nmlling factor In. ttorizon Depth Dominant Color Redox Description Texture Structure C ce Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Soil Application Rale GPD/tl' •Eff#1 •EfH12 'Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 =GODS < 30 mgJL and TSS < 30 mg/L T1re Department of Commerce is an equal opportunity service provider ~nd,employer, If you need assistance to access services or need.material in an alternate format, please contact the department at G08-2GG-3151 or TTY G08-2G4-8777. g ~ ~r~cs /~ uii~richt ~ pss ®Gpnsultants privals geWa9 G55 p~Nrid Rd• 54016 Hudson. YJis. I ~3- ~I . _ ,e~~~ P~,TS a ~o,~,-~~,e Gi,veS o ~~~J ~ qS,Q a ~M~Z o o~ . y~T • ~ P p' ~ ,, S f.~ , S/~. I o o , 3 ~- /- ~, 23 c~~~ _~ I~ Milx 1 ti0 .~ ~z 33 ' ~3 3l~ ~ f ~~ ~~~ fa d ~ N,~y~;tcn ~~~vn 99 y~~ ~~ ~"'~• '' s~ ~ ~~y ,o~ ° ~~ ~ p0~ /~ /o~,o ~ - - - - D ~,~ -b v R ---- ~ I _---_ - - _ - - ~ ~/~o/oos~ BST" ST~~~