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018-2005-04-000
~ n N O ~' d I m 0 ~' I ,~ ~ `~ ~ ~ C # C. I I N ~ ( g r: ~ ~ ~ .. ~ ~~ (/1 'D Z - Z O ? ~ ~ S w O ~ ~yl ~ S~ ~ O C '~ 3 W N 'O 3 ~ C 1 fD ~ ~, f~D H .~f N ~ N CO N '.y ~ ~ 31 p ~ N l ~ ~ ? ~I 0 a 3~ ~ CO w~ ~ 1 o a ~ o o ' ~ ° I ~ y : o p d ~ v D a ? ~ ` GO ` . . O C\1 ~ ~ m ;U o o h n r N ti ~ ~ A ~ ~ ~ 3 .. I c ~ ¢ I ~ Z ~ O c CS CS ~ O ~~ 0 A O N N f A '. t ~ ~ ~ ~ ~ a ~ = ~ i ~ I ~ ~ ~ i I ~ ~ ~ '! ~ a .. N Z D o o b ~ O n I o I D ~ A ~• CAD O ~ t~l ~y_ ~/~ - ~1 C 3 W N O O ~ A Z `D I N m c '1 ~ A n Q' A Z O v m ' L7 I ~ o fn -~ w I ~ ~ I ~ ~ a ~ 3 ! Z a c : ~ I i O r z 3 ~ ~ y ~ r.. I f A I w ~ m ~ I = a ~ o ~ I ~ m ~ ~ c ? ~" `~ o a 0 I m N N W y o I I ~ ~ d C 'w~ I d fop y N ~ H Q N ° I '"' o o a 3 A o ! b I m oro ~, ~» O I ~ cn o ~ ti nsin Department pf Commerce PRIVATE SEWAGE SYSTEM ry and Buildir~ Divtsi~n .~ . - .~ INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes IPrivacv Law, s.15.04 (1)(m)l. Permit Holder's Name: City Village X Township Miller, Sam Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: pUa pO~U TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~~v Dosing ~ ~ v /~ / ~l V Aeration Hold'+ng TANK SETBACK INFORMATION TANK TO P/L WELL ~- BLDG. Vent to Air Intake _~ ROAD Septic ~ ~ ~ , i [ 5 c~rv~-Q't- f Dosing v~ Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number ~ ~J ~~ ~ 2 TDH Li~ Friction Loss System Head/ ~j T ~ ~ r ~ Ft Forcemain Length Dia. Dist. to Well ~ ~' 6 z ~' > Gb SOIL ABSORPTION SYSTEM BED/TRENCH Width ~ ~ Length No. Of Trenches DIMENSIONS ~~ ~ ~. SETBACK SYSTEM TO P/L BLDG INFORMATION Type ystem: ~ ~ (2 ~ DIST~U~jON SYSTEM - (' ELEVATION DATA county: St. Croix Sanitary Permit No: 463122 0 State Plan ID No: Parcel Tax No: Z~jtj =~ 018-1869-@@400 Section/Town/Range/Map No: , 31.29.17. STATION BS ~ANrtR~ HI FS ELEV. / 6a_ C~ BenclKnark r dj"IN( I o b - ` b 4b D Ait. Rn. ~ o~ ~~ !~! 2 l~L; Z-3 Bldg. Sewer 9 yv 9~- DS t ln~ / (~•~ ,6. SUHt Outlet ~ - Dt Inlet / Dt Bottom -- l3. ~l 93 Head /Ma ~ Dist. Pipe ~ jo2. Final Grade ~ ~ ~ , S /D 3• ~ / t Cover ~T W/ ri it ~' 2 ~ 0 ~ . Q' ~~ ~ Depth LEACHING i#AMBER OR -I1`)Sr Head rlManifo Length ~ / /~ Dia ~. ~ Distribution Pi es ~~~j~(Z Length Or V~ " 1 Dia .~u ' Spacing ' ~ x Hole Si e fi li /~ x Hole Spacing 7 Z. ~ Vent to Air Intak cl ~ ' / ~^- $OIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only uXif Depth Over L ~~ Bed/Trench Center -1 Depth Over BedlTrench Edges xx Depth of Topsoil xx Seeded/Sodded xx Mulched i ~ ~ Yes ~ No ~ No 0 Yes COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ /2~~~/ Inspection #2:~/Z `.~/~ Location: 1520 66th Avenue; Hammon//d'', WI 54015 (SW 1/4 NW 1/4 31 T29N R17W) Highland R Lot ~~~~''~f''~~ a el No: 31.29~17.4/74A40 1.) Alt BM Description = / ~~ ~ 1~'lA/ypl~Q,~~. ,7~iiT fit, ~ v ~'s~ ~t J r - ' ~~ 2.) Bldg sewer length = Is - amount of cover = ' ~ / Plan revision Required? L ~ Yes No - i r T Use other side for additional information. ~_ i ~~ _~_~~_~_ _ ~~ ~~ SBD-6710 (R.3/97) Date Insepctor' Signature Cert. ' ' Safely and Buildings Division ; ~ 20l W. Washington Ave., P.O. Box 7162 ~CO~51~ Madison, Wl 53707 - 7162 De artment of Commerce (608)266-3151 Sanitary Permit Applicat In accord with Comm 83.21, Wis. Adm Code,•personal infortnaU ou e ' Wray be used Cor sxondary Purposes Privacy Law, s15.0 m) ~ ~ ~ 1 4 200' i I. Application loformadon -Please Pr(nt All information ST. CROIX COUNZ P-opcny Owner's Name i S~+ nil /YI ~/l~V P-opcrry Owoer's Mailing Address City, stater zip code v d so~-+ Lt> / ~ O 11. Type of Btillding (check all that apply) '~r I y~ I or 2 Family Dwelling -Number of Bedrooms ~' j ^ PubliclCotrwxrcial - Describellse ~~ X }t}l ^ State Owned -Describe Use~~ ~~/( ~6 i ' 111. Type o! Permit: (Check only one boi on l(ne A. Cot Phone Numbs -~~r3Y6'Z7 b9 t ere line B U appl County ---- Sanitary Perm Number (to be (pled iy by C:.; ' ~312z. Stale PI LD. Numbu 02805' - l ~. ld~ ' Proje dress (if different than mailing address' l raw.rx ~ tot n ~ rs I~, Property Location ~ ~~ ,,,Z='/~w '/,, section ~_ ~j CllTIC T~/ N; R~Eo ~' Subdivision Namcn CSM Nu~ttk: ~jl.~ f ~ ~s w.~l~ 2 a.r G ~. ^Ciry_^VUlage~Township of,Q o / 4- /Oraq_ o o - ~f cO ~~ n. , i .New System Y ^ Replacement System ~ ^ TreatmenVHolding Tank Replacement Duly - ^ Other Modification to Existing Systect f; ^ Permit Renewal ^ Permit Revision ^ Cbange of ^ Permit Transfer to New List Previous Permit Nunslxr and Date Issucu Before Expiration Plumber Owner - ~-O t ~ . t ypc of rV w t S System: (GhecK all that aPPIY) _ ^ Noo -Pressurized In-Ground ~ Moursd> 24 is of suitable soil ^ Mound <24 ia. of suitable soil ^ Al-(}tade ^ Single Pass Sand Filter -. ' Constructed Wetland ^ Pressurized In-Ground ^ Flolding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Rtxtrculating Sand Filter ^ F.auzulating Svnthdic Medie Filter ^ Leaching Chamber ^ Dtip line ^ Gravel-less Pipe ^ Other (explain) ~'. DispersaVT'reatmentRrea information: lkxign Flow (gpd) 5I so Design Soil Application Rate(gpds!) /,o rr~t o.y Dispersal Area uirod (sQ //2S y~e~ Dispersal Area Proposed (sf) </Zr ysa !~I Sysknt Elevatio ~ /d 1, 30 i vl. Taok Lnfo Capacity in Gallons Total Gallons Number of Uniu Manufncturer 1 / ~}"'00 ~i ('fq/ ~ 4 Prefab Concrsu Site Constructed Steel -- - Fiber ~ Vii;;;.; Glass ' New Tenlu I?xixiny Tanks / ~ aaL ~, S.~pic or Holdinyi Tank r bb 4 we, ~ -- ~, f.: rub a' Tnatmca Unit ~ Ca~ng Cher mbcr i ~ ll. ltesponslblll Statcmcot- 1, the under Wed, aasunse ra onslbWt for tnstaWUon of the POH'I'S shown on Use attached ptasu. __ Pluutiba's Natxx (Print) I Plumber's Signature MP/MPRS Number Business !'hone Number' M~ k~ Vvt 'fie C ~ UI/1=.~ Z ZSo 3 ~ l~~2-BG,~ ~1~'t 7 __ Fluntib7u's Addr/ess (Streeet, Ciry,QStalenZip Code) ~/ ' ~ l1L Coun /Dc artment Use 0nT" Approved ^ Disapproved Sanitary Permit ; Surcharge Pee) ^ Ownu Given Reason for Denial lA.. Condicioos of ApprovaUReasons [or Disapproval SYSTEM OWNER: 7 Septic tank, effluent filter and dispersal cell must all be serviced /maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances. des Groundwater Date lssue¢.,: issuing ent Signature (; San~ps; 3s~ -- o ~ t9, ZcA ~~~ ~~_~ Attach compkk plsus (W the County Daly) for the system on spcr n lhaa 6 2 s I lachn t s ~' ~ A „ _ _fi~j~~ s SQL{( ~..@~`~`psClll. SBD-6398 (R Ol/03) ---~ ~L ~~,V = ~/ A , _ ,. „ n ~ / '4~ a-- V tuL~C ~. (I e,a-K R'~•~W S t~ 5~l-.M/~., Fcn ~i ~'fUC De ~i c,l, Y-1ar,t! T•, of n-t,~.! S ~ .~~/c~da~c.~ac;c~~ p,t ~!¢ tea ~i'o~~ ,Coca.{d~, cr. ~~ iCt~C~, ~. O~ /~Qrnin0i7( M n - ~-o~l,~~.`Q Nov, E- ~, , , -= =, eos~.,Q`t ~ 1. ~~ ~I `._..,~ ~ `330 J --- ~ ~ ~ `~ 1 ~ ~~ ~ ~ ~~ ~ _~ ~' ~ .. __` ^ ,~ -~ ``~~ y- . _, 3 9. S/qa~ L~.ro ~ ~,(~ ~ ` ~,a r 99.80' u,~ ~ o Sf~St`FM QI^L'q `~`~~o~ ~~ ` • &~l CO 30' o: M AI-~. ~M. ~ ;toP c ~` ~JroP. Sica.,Yc Q.~ eGs•~n~,; bcw..,d~y, E/e~. 9.~~' .. _-- ~' ~- ~ • commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary August 10, 2004 CUST ID No.225036 MICHAEL P MC DONELL MILLER CONSTRUCTION 1070 HUNTER RIDGE RD HUDSON WI 54016 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/10/2006 SITE: Sam Miller 1520 66th Avenue Town of Hammond St Croix County SW1/4, NW1/4, 531, T29N, R17W Identification Numbers Transaction ID No. 1028058 Site ID No. 687519 Please refer to both identification numbers, above, in all. corres ondence with the a enc . FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 973300 Maintenance required; 450 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade System(s): 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); Biofilter 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 approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.O1/O1). • The pressure network is to be constructed in accordance with publications SBD-10706-P(NO1/O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems -Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS • 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 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. C'a~tcd~t~or~~l~,~ ~'~/~' MICHAEL P MC DONELL Page 2 8/10/04 7 • 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: • 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 stars 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 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Janslry, Wastewater Specialist, (715) 726-2544 i i . ~ '~F MOUND AND PRESSURE DISTRIBUTION COMPONENT N q(~ ~Fi Residential Application G'O ~F INDEX AND TITLE PAGE ~ ~~~ O ~~~ oQ Project Name: Sam Miller 3 bedroom residential mound system "t7 ~/~j Owner's Name: Sam Miller r Owner's Address: P.O. Box 151 Trout Brook Road Hudson, WI 54016 Pcl. Add.: 1520 66th Ave. Legal Description: SW1/4NW1/4, Sec. 31, T.29N., R.17W. Township: Hammond County: St. Croix Subdivision Name: Highland Ranch Lot Number: 4 Block Number: na Parcel I.D. Number: 018-2005-04-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report Designer: Mike Mc Donell License Number: 225036 Date: 07/26/04 Phone Number: 715-386-8692 Signature: 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 (01181) `/ersion 3.0 (03/01/01) Page 1 of 9 ~.~~HxiMENT OF CaP~7fAERCE DIVISION FE YAND BUILDINGS SEE GORRE ONDENCE ___. .t ~~ Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) ~ R Residential or Commercial Design ~~_ 300.00 Estimated Wastewater Flow (gpd) i 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) I ____ 13.00 i Site Slope (%) 99.8-10 Contour Line Elevation (ft) `+_ 1_8~.0_0I Depth to Limiting Factor (in) 0.60i In-situ Soil Application Rate (gpd/ft2) Di_s_tribution Cell Information _ __ 75 00 Dispersal Cell Length Along Contour (ft) _ 1.001 Dispersal Cell Design Loading Rate (gpd/ft2) -- ~___~~ Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c or e) i ~' c~ Center or End Manifold 3.00 Lateral Spacing (ft) 4~ Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) ___ 2.50 Estimated Orifice Spacing (ft) _ 2.001 Forcemain Diameter (in) -)~- ~~_ 60.001, Forcemain Length (ft) 93.00 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 ~, (~ 7.80 Vertical Lift (ft) 0.81 Friction Loss (ft) 15.11 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice -~ 0.75 1.00 x _ 1.25 x 1.50 x x 2.00 x _ 3.00 x T_reatme_nt Tank Information I 1000.00 Se tic Tank Capacity (gal) [Wieser Concrete Manufacturer Note: Sand fill (D) calc~,lations assume Table 83-44-3 in-situ scil treatrnent for fecal coliform of <= 3o inches. __ 6.00 Cell Wid'.h (ft) Are the laterals the highest point in the distribution Y network? Enter Y cr N If N above, entertfre eleva_ti_on_(ftj_ of the highest point. r _ _ _ 7.50 ft2/orifice --~---- - Does the forcemain drain back? Y i=nte '{ o - N 9.79 Forcemain Drainback (gal) 67.32 5x Void Volume (gal) 77.11 Minimum Dose Volume (gal) 24.72 System Demand (gpm) Manifold Diameter Selection ~ in. dia. o tions choice 1.25 x ___ __ 1.50 x x 2.00 I -- -_ _.. ~ _.._ 3.00 Gallons/Inch Calculator (opt,c;nal) _6.46.00] Total Tank Capacity (gal) ~~ 38.00 Total Working Liquid Depth (in) 17.00 gal/in (enter result in cell 649) Dose Tank Information Effluent Filter Infor_m_ation ~~__ 646.00 Dose Tank Capacity (gal) Zabel ~ Filter Manufacturer ~ 17.00 Dose Tank Volume (gal/in) A100 Filter Model Number ~._.___ _e_ _ - -- CWieser Concrete Manufacturer Project: Sam Miller 3 bedroom residential mound system Page 2 of 9 • z ~ ~ ._ Mound Plan View • 1/10B•••'•••'•••••••••••'••••••••ObservationPipe •'~:•;• .•.•,~. .•. . ~•. . . ... ...•.I•. . .•.•.•.I•. ... .. ......................................... ......................................... ......................................... ......................................... ......................................... ......................................... ......................................... ......................................... ........................................ ........................................ ..................................... ~ L Mound Component Dimensions A 6.00 ft E 27.36 in B 75.00 ft F 9.50 in I, s' 18.00 n G 0.50 ft 450.00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate H 1.00 ft I 17.57 ft J 6.03 ft -T -1 K 11.C5 ft L 97.09 ft W 29.59 ft 1767.42 (ft2) Basal Area Available 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.09 (ft) ~~. °I H F : ~ :: ................... • • • :: i ~~~~ 101.80 (ft) Lateral Dispersal Cell ~. 101.30 (ft)--- ,. ::~:~ .•.•. .• ;::::: :~`.~`~. Inverl Dispersal Cell ;::~::::::.:;• •' ~~ ~•~~~~~ '~ Elevation E • D • : ~: '' _ ~ " { ~ .. ~,. M1~;1~,, iti ), j 5 . '~a~ ~,, J. ~]. .ice ,). ~{ =i .{ i ~, i l4 i~) ~ i i ], i, i~ r i. ` ~ ~ ~ i ~. ~ ':.~ 4 ~ ~ ~ :. -: . f ~ : y L.-II ~ ~ ~ ~ r /.~~ ~ 7. J.~.S~i.-i-i} ~ a ~ i, 5 ~ ~ ~ .i. i, i,_{ ~ ~ S iv{ i ~i.y~ ~ -.-~, .. ~ ~. ; { J. ~. -. -• • -~ 99.80 (ft) Contour Elevation 13.0 % Site Slope /~ Geotextile Fabric Cover Shading Key '~ ~. ~ Dispersal Cell See lateral details en 1^ [ Topsoil Cap o n. ~~ ~ ~ h 1.5 ft .••.••.;;. ,: ; ~•;, ° ' • ` ` Paye 4 for number, ~ ! ; Subsoil Cap ~ Q w ~ :~;;t;: ;(~,;~ : : ~ : ' " ~.~~. size, and spacing cf Q ~ ASTM C33 Sand ~ ~ : • =::: ° = ' • • F laterals. Laterals are Tilled Layer ~ y 05 Aggregate v o 0.5 ft ~ "ti: Typical Lateral : : • ~•` equally spaced from ~ the distribution cell's A --•- *7~ centerline in the distribution cell (AxB) Project: Sam Miller 3 bedroom residential mound system Page 3 of 9 t ~ Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. ~~ P •=Turn-upvi'ball valve or If-}~--)IEx~2 cleanoutplug Holes drilled on the bottom of the lateral. Laterals are identic ~l x12-~I Laterals & Force main of PVC Scf~ 40 per COMh9 Table 84.30-5 S _~ Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft2/orifice Lateral Flow Rate 6.18 gpm Manifold Length 3.00 ft System Flow Rate 24.72 gpm Manifold Diameter 1.50 in Total Dynamic Head 15.11 ft Forcemain Velocity 2.52 ft/sec Dose Tank Information Locking cove, wit,, warning label and locking device and sealed watertight Electrical as per NEC 300 and --~ Comm 16.28 WAC '__ ~ ~ 4 in. min. Disconnect ---iii--- Tank component is properly vented Wieser Concrete Capacity 646.00 Volume 17.00 Manufacturer Gallons gal/inch Dimension Inches Gallons A 18.59 316.04 B 2.00 34.00 C 5.41 _ 91.96 D ___ 12.001 204.00 Total _ __ 38.00 646.00 _~ A B C D ng under tank. __ Alarm Manuafacturer ILevelArm ~~ Alarm Model NumberrDLV ~-_._________._____________~ L._.__.._ _`__. _..___ ____- ~_. Pump Manufacturer Zoeller L. _..~..~.._..... _. _...... _....._ .............~... ~.._ ..._... ___,... Pump Model Number L98__._______ ___ Pump Must Deliver 24.72 gpm at 15.11 ft TDH E--- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device Pump off elevation (it) 94.00 Dose t"~nk elevation ~ ft) 93.00 Project: Sam Miller 3 bedroom residential mound system Page 4 of 9 ~i Mound Svstem Maintenance and Operation Specifications Service Provider's Name Jim Thompson #30021 Phone 715-248-7767 1 POWTS Regulator's Name St. Croix County Zoning Dept _.~ Phone 715 356-4680 Svstem Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/700 mL Service Freauencv 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 every 3 ears I Test once every 3 ears Should test monthly Laterals should be flushed and ressure tested eve 1.5 ears `~~ Inspect for~onding 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, V`Jis. 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 Vaive Distribution Lateral `~- Long Sweep 90 or Two 45 Degree Bends Same Diameter as Laterai Project: Sam Miller 3 bedroom residential mound system Page 5 of 9 ' ~ 1 ' . 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 ISBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system rnaintenanca 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 deen~ed une.ound deferti~e, c.r subj pct to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking davice 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, Slats The contents of fnne septic lark shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outet filter sha,i be assesseo at least once every 3 years by inspection. The outlet fitter shall tie 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 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 contint:o,~s alarm The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volun ~e of the tan!<. .f the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of wnzn tt~:e next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical addttives to enhance septic tank pertormance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pumo Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to venfy proper operation. {f 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 nor vegetatve maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface v/ithin the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effk;ent of 30 mglL GODS, 30 mg/L TSS, 10 mglL FOG, and 10° cfu/100 mL for highly treated effluent. influent flow may not exceed maximum design fi~~w 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 oe flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test wren the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal r'istribution ~~,ithin 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 Pfan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced tc keep the s~,scem 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. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surtace, it will be repaired or replaced n its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal meoia, 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: Sam Miller 3 bedroom residential mound system Page 6 of 9 :~ lyao a7 1 35 40 t]0 36 -i l75' I,.O }6 tt5- 34 t10- }2 105- 100- 3C 95- 18 90- 26 g5- 24 80 75- S 21 70- 20 65_ S z 0 16~ 60- o ~ 55- II 50- F 14~ 45- 17 a0- 35- t0 - 30 6 ~ 25- ~s ys~'b 10- T. d . i t°- 2~ 5- A CAUTION J r\'o~a ~ ;~ S ~I ,. ~_ _- nol to subje ~ted Ic Irs Br : ~ _ . 0-y 1 u.S. GA~LON9 ~ 10 10 0 •0 50 60 ]0 BO 90 t00 IIO 120 130 l4~ =,) be _ LIFERS 80 160 7a0 170 a00 a60 56C 6<7 0 FLOW PER MINUTE ~.9 GG g.,o.,,7. r!'liil:mr,~m Sk~o~/y /'Q~ ~'~Il,~i/'La~ l0iAL DYNAMIC HEAP/CAPACITY PER MINUTE EFFIUENi ANp pEwntERwG Moae~ 57/57 96 ~ I}7 140/a 140 t6t/alb! 16}/a16} t61 5~d 155 185/a 18`. ~ 1,6,a 99 _"_ " M It ''^~01 I LIrS. GOT. LII$ GOT. I LII$. GOT. LlfS GOT. ll/5 G01, llf5 GOT. Llfs. GCI ll.> C ~-I'~ _ ~a} '~E} 72 27} 9J 152 91 S4a 100 }79 61 2}~ 61 p}1 _ ~ Sc r 220 }4 _ 129 61 2Jt 79 299 Bn }18 9} }52 61 2}1 61 7}I SN 770 . '.9 77 a5 170 6a ta2 76 288 85 }22 60 227 6t 2}I ~ yK <<0 - ~ 25 95 36 IJ6 68 257 79 299 59 22} 60 227 ~~_~- ~ 220 _ - I 8 }0 59 227 70 265 57 P16 59 227 5c 220 a9 185 62 2}5 55 206 58 220 8~ _ }22 ~ )b 220 ~~ ~ 2t 79 a5 1 170 46 n2 55 106 70 265 38 220 _ ~~ ~ ~ ~ 20 76 i }3 125 50 189 51 197 58 ~~ 220 -~ 1-"~ _ ~ ~ ~ IS 57 39 148 J2 I>I ~~58~ 220 ~ -~ ~ '~ -- ~ - 23 87 9 _ 'a 57 ~ ro7 ~. ~ IO }g ----ay--i70 -T _. _ ~ ~ ~ ~ I ~ ~- 5 ti ~ ~~' ~, '~ ~ , - ---T- ~- I - - --t ~ - - - -- -.--- -- -- _ },90 ~ ~ _._ -- -c. vc ~c _ t93 11 (i9m) 2} II. (7m) 26 N. (7.9m) a6 II (14m) 56 II. (I) Im) 166 II_ (201m) B6.5 II. (26_am) _ _ 73 It. (223m)~Ita n. (}a 7m, Ai/t1=; ~ 3/<I. - CaI ~ L.s ~ C... _---5. .-. ____._. 2e'__o 7 .3_ C._. _ _,_ 2~_p ~- p ro i 1`' T 34 ~- a Y _ __ _ , _ ~.. i-_ p~ il. _ __ r ._.._ . -- -_ YL. -_~ ._.-~ -.--. _.. } ~ 3 I ,c 2t I JE I ~ - _. __ ._.. -1- a t-- a _ -. _~ -_ - .. _ _t __ ~ _. ._ _• _ t-- - - __i_ _ __ 91_11 (Z7 _~_ C.~_}}___.-_____..__ ~` V7 ~~ ~L : ~ MEMBER \ ~ U ~ ~ o`cuZS~~i ~` / 'uMP EO'Ew~GE ~ y ~vM RS +SSN -~-9~ A © Copyright 1998 Zoeller Co. All rights reserved. !/ ~ ~ ~ Q ~~. ~iEAO CaPnCITY CURVE EFFt_UENi MODELS -- I' ~- I, i -{-I-'----j- i 1 ~ I -1. } ~-_~..__ .- 1 191 i ~ ~ ~ I 1 ___. _.__j ._ ~r-+ I ~ ~ i I i % ~ . _. _..___ ~__ -- I I-- .- F-- t_F __~.__.__. ~. I ~ 106. 4 t86 _- -_ __. _ . _ t 65. alb I I -i -;.-_ _- -~ - i-~-__{ .___~_- -_ ._-_ r - 1 16} ~ . a16} 1 69, ~ 4169 _ ~- ~ 1 I _I_~___ ~' ___ t 40 168. ~-F , 4t40 ate8 ~.- ~~ I I r 13] ~ 1$ B5 I _T_-;....T _ _ I~ i ~~ __~._ i ~ - - r- I i _ 5}.57 ~.. 1 6 i _ <6t bt _ i T _ -~-_ _~__~ _~ _.. i_ W J 7 ~x;.~-~ p~opost~ rvtownolaE Z9.5'~ X 97.09 ~/ ~'k 7S ~ of %S/~C/SG / C c //. ~u ~ ~`/~ d,'Sfribk~%Gn/aEaia/Sat iyz X 3G.~9' w/ YB' ~'Or~'F'ces $ paced a:E 2.53' eo,~scr~Q~ / / / ~ e~ Scn'~ ~ ~_~~ ~~ n~o ~;~~ ~b --- ' 1 -_.. i I -, force rvta.ln. ~ ~ ~ . ` ~ ~o y 9 .~ ' SysfiM ~a.v~,~ o, ~~ . ~. -Je n ,l. w : Ti of M,~.I~S ~. ~~s~-~~d e i¢r~ ~ ~ vo. ctn.' ~~p~eseeltc1, esv Conc. is1Ll~,Gt9o/GSd Canb;i+a.~ior, Cc{ ,.,., S. r./P.c. w/~.6~1A-/av ~FflCt¢n~~/~u-at o .s~~ S,Toeef/evo. Proposed d r well ,~ ~ "sue . yO P. /.c . B `~ a h Q r 79.30' `1 ~~~ ~(~~. ~ .~o,'l a v'a /li a z, ~ ~; P~~ l ~l¢~%aYr'on . ~ocJZ.~`cd~,~9''. s ~, I ~ rn /e: / =~ ~o ~Pc~~/~~ ~.,c~, T.oF//l1.,~:x0~ic jt.C~a;X Ce., ~~ M~ o.: M p/'OP..SL71.~C Q.L QCI.S~Nrari ~~, dry, E"/~v.~: 9..~ 3c^' 53'ray,{,d r-- P, ~o{~ 9 '. " Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and - --- percentslope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. Please print alJ information. Reviewed By Personal informatan you provide may be used for secondary purposes (Privacy Law, s. 15.()4 (1) (m)) Property Owner Property Location ~~21 Paye - 1 --°f - - A C.E. Soil 8 Sae Evaluations St. Croix 018-2005-04-000 ------------- Date---- - - Sam Miller Govt. Lot SW 1/4 NW 1/4 g 31 T 39 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# P.O. Box 151 4 ~ Highland Ranch City State Zip Code Phone Number J City _J Village J Town Nearest Road Hudson ~ WI 54016 (715) 386-2769 Hammond 1520 66Th Ave. New Construction Use: yJ Residential /Number of bedrooms 3 Code derived design flow rate _ _4_5.0 __ _ _ _ GPD _J Replacement Public or commercial -Describe: Parent material GlaClal drift Flood plain elevation, if applicable __ _ ___na _ _ General comments and recommendations: Install mound system at elev. 101.30' at 18" above 99.80' contour. ^ Boring # ~ Boring J Pit Ground Surtace elev. 100.20 ft. Depth to limiting factor ___ 18~___ __in. Seil Appli atior Rare Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure ,Consistence Gr. Sz. Sh. Boundary Roots __ G_P_J_(H~-_ _ __ 'Eff#1 'Eff#2 1 0-5 10yr3/2 none sl 2fsbk ~ ds as 2f,1 m 0.6 1.0 2 5-18 10yr4/4 none gr sl 2msbk ' ds gs 2f,1 m 0.6 ~ G 3 18-34 10yr4/4 f2f Syr4/6 Ifs 0 sg dl cw 1 fm ' 0.5 1 0 4 34-52 10yr8/1 m1d 7.5yr5/8 SSBR 0 m , dl - - 0.5 t0 ---- i , H #4 constitutes bedrock by definint ion of resistance to knife penetrat ion. -Y Boring # J Boring t/ Pit Ground Surtace elev. 100.35 ft. Depth to limiting factor _-_ 24~~__ __in. Soil Appli,atior: Raga Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure j Consistence Gr. Sz. Sh. Bcundar/ Roots _ _ GP~);~'__ _ ___ "Eff#1 `Eft#2 1 0-8 10yr3/2 none sl 2fsbk ds as 2f,1 m U.6 ,. 0 2 8-14 10yr4/4 none Ifs 2fsbk ~ ds gs 2f,1 m I 0.6 1 0 3 14-24 7.5yr5/8 none Ifs 0 sg ~~, dl cw 1fm 0.5 T 1 0 4 24-36 7.5yr5/8 i2d 5yr5/8 Ifs 0 sg dl ci - Q5 1 U 5 36-48 10yr8/1 m1d 7.5yr5/8 SSBR 0 m mfr - - 0.4 0 6 H#5 constitutes SSBR, > 50% lidated ma ria l. H#6 constitutes bedrock by definintion of resistance to knife penetration. ' Effluent #1 = BOD ~ 30 < 220 mg/L and SS >30 < 150 g/L ' Ef ent #2 = BOD < 30 mg/L and TSS <30 mg!L CST Name (Please Print) ignature: CST Number James K. Thompson ~ 3602 Address A.C.E. Soil & Sfte Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, 54020 7/7/2004 715-243-7767 Property owner Sam Miller a Boring # ~ Boring /~ Pft Horizon Depth in. Dominant Cc Munsell 1 0-5 10yr3/2 2 5-18 10yr4/4 3 18-30 10yr4/4 4 i 30-42 10yr8/1 Parcel ID# 018-2005-04-000 !______ Page _2__0+ _ 3__ Ground Surtace elev. 97.91 ft. Depth to limiting factor _ 18"_ __ in. Soii App ica icn Rate RedoxDescription Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary ~ Roots __ ~i'D1IL___.__ 'Eff#1 'Eff#2 none sl 2fsbk ds as 2f,1n~ 0.6 1.0 none gr sl 2msbk ds gs 2f,1 m 0.6 1.0 f2f 5yr4/6 Ifs 0 sg dl cw ---- 1fm --- _ 0.5 - ___ _ 1_0 _- m1 d 7 5vr5/8 SSBR 0 m dl f - li - 0 5 1.0 H#4 constitutes bedrock by definintion of resistance to knife penetration. _ __ Boring # Boring " - - - _- 1/ Pit Ground Surtace elev. 103.22 ft. Depth to limiting factor 15 in. Soi'• App'icaiier Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence BBoundary Roots _ _~Z pLft' . _ ____ in. Munsell Qu. Sz. Conf. Color Gr. Sz. Sh. 'Eft#1 'Eff#2 1 0-5 10yr3/3 none sl 2fsbk ds as 2f,1 m 0.6 1.0 2 ~ 5-9 10yr4/4 none sl 2fsbk ds gs 2f,1m 0.6 1.0 3 9-15 7.5yr5/8 none Ifs 0 sg dl cw 1fm i 0 5 1 0 - _ _ _ --- - - 4 ~ 15-24 7.5yr5/8 f2f 5yr4/6 Ifs 0 sg dl ci ~ - 0.5 ? .0 -----t - ---- --- - - - - - - - ---- --- - _ __ 5 li 24-48 10yr6/3 f2d 7.5yr5/8 SSBR 0 m mfr d ~ - ~ 0.4 0 n 6 ~ 48-54 10yr8/1 m1d 7.5yr5/8 SSBR O m mvfr ~ - ~ - 1 0 4 U 5 ^ _ _ _ __t _- _ _.J ._ _ H#5 co nstitutes SSBR, > 50 % consolidated materia l. H#6 con stitutes bedrock by definintion of resistance t o knife pen etration. Boring # .~ Boring De th to limitin factor in i--- ---- ft P 9 . . _J Pit Ground Surtace elev. ___ _ __ _ _ ~o~l ApE teat cn Rala Horizon Depth Dominant Color Redox Description Texture Structure Consistence boundary Roots __ _ _C~~?Glfl_`_ _ . __ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#? 'Eff#2 ----- I ---- - 1 _ _+ I ' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L 1'he Department of Commerce is an equal opportunity service provider and employer. If you need assisk~ncc to access services or need material in an alternate format, please contact the department at 608-266-3151 or T'fY 603-264-8717. .~. N ~~;`~;~ Fen Ct/,':~ c ~• r~ ~l •~- Icy- S f~ ~5 c~.nr ~d ~ I 5 ca /e.'~ ~' S~C> ~c~'t'/£~z~ ///vty, i°0.-t~c~-+~//~5;;'~:..~ P,t L ~l¢va-~ion ,~GC~~~C~~,c~-'. ~~"~ n M Co~,ur,~,Q ~ ' / -. -- -- -- ._,,, mot= f-~.7, cb' y - - -'-----_. ~.~30~ _ .-__ .~ ~~ ~_ r ... \ ~_~ ~+ ~~ -., 3, ~~ 9 ` ` Boa y' 99.Bo ~ _, ~~ SyStoM Q.r~q ~'~::~- ~~ ~ d2 v~ ~ r ~~~ 30' o: M Al~.• ~ ,Top ~ ~' ~ro~. S~ a~ e4S-J1~~•; 3 G; ' Wisconsin Departrnent of Commerce Division of Safety and Buildings TION REPORT in'rrnrvlsnno whh Rnmm RS Wic ~rlm Rrvla 1821 Page 1 of 3 A.C.E. Soil & Site Evaluations County Attach com late site Ian on r not less than 8'/ x 11 inches in size. Plan must P P P~ St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsion~,.northarrow;and kreetion•nnet~distanca to nearest road. Parcel LD. 018-2005-04-000 "~ll ~~ ' Pt a alr fdl'rti ~ irt. R awed By Date Personal information you for secondary purposes (Privacy Law, s. 15.04 (1} (m)). L-r-; I Property Owner ~ •-~ ~ 'w Properly Location Sam Miller i ~ Govt. Lot SW 1l4 NW 1 /4 S 31 T 29 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# P.O. Box 151 .r..•.....:-.. ~~~• ~_ .-.~ - ----~~ 4 Highland Ranch City State Zip Code Phone Number ~ City J Village 1r Town Nearest Road Hudson ~ WI 54016 (715) 386-2769 Hammond 1520 66Th Ave. ~/ New Construction Use: /J Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _ ~ Replacement Public or commercial -Describe: Parent material Glacial drift Flood plain elevation, if applicable na General comments and recommendations: Install mound system at elev. 101.30' at 18" above 99.80' contour. Boring # Boring ~'f Pit Ground Surface elev. 100.20 ft. Depth to limiting factor 18~~ in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft~ in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 10yr32 none sl 2fsbk ds as 2f,1m 0.6 1.0 2 5-18 10yr4/4 none gr sl 2msbk ds gs 2f,1 m 0.6 1.0 3 ~ 34 10yr4/4 f2f 5yr4/6 Ifs 0 sg dl cw 1fm 0.5 1.0 4 34-52 10yr8/1 m1d 7.5yr5/8 SSBR 0 m dl - - 0.5 1.0 H#4 constitutes bedrock by definintion of resistance to knife penetration. Boring # ~ Boring 1/ Pit Ground Surface elev. 100.35 ft. Depth to limiting factor ~ in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fr= in. Munsell Qu. Sz. Coni. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-8 10yr3/2 none sl 2fsbk ds as 2f,1 m 0.6 1.0 2 8-14 10yr4/4 none Ifs 2fsbk ds gs 2f,1 m 0.6 1.0 3 14-24 7.5yr5/8 none Ifs 0 sg dl cw 1fm 0.5 1.0 4 24-36 7.5yr5/8 f2d 5yr5/8 tFs 0 sg dl ci - 0.5 1.0 5 36-48 10yr8/1 m1d 7.5yr5/8 SSBR O m mfr - - 0.4 0.6 H#5 constitutes SSBR, > 5096 lidated m rial. HiV6 constitutes bedrock by definintion of resistance to knife penetration. * Effluent #1 = BOD ~ 30 < 220 mg/L and SS >30 < 150 g/L * E ant #2 = BOD < 30 mg/L and TSS <~0 mg/L CST Name (Please Print) ignature: CST Number James K. Thompson ~ 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane. Osceola. 54020 7!12004 715-248-7767 Property Owner Sam Miller Parcel ID # 018-2005-04-000 Page 2 of 3 Boring # -~ Boring M~' Pit Ground Surface elev. 97.91 ft. Depth to limiting factor ~ in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texfure Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-5 10yr3/2 none sl 2fsbk ds as 2f,1m 0.6 1.0 2 5-18 10yr4/4 none gr sl 2msbk ds gs 2f,1 m 0.6 1.0 3 1 30 10yr4/4 f2f 5yr4/6 _ Ifs 0 sg dl cw 1fm 0.5 1.0 4 30-42 10yr8/1 m1d 7.5yr5/8 SSBR 0 m dl - - 0.5 1.0 H#4 constitutes bedrock by definintion of resistance to knife penetration. Boring # :..~ Boring 1~ Pit Ground Surface elev. 103.22 ft. Depth to limiting factor 15"min. 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 'Efflf2 1 0-5 10yr3/3 none sl 2fsbk ds as 2f,1m 0.6 1.0 2 5-9 10yr4/4 none sl 2fsbk ds gs 2f,1m 0.6 1.0 3 9-15 7.5yr5/8 none Ifs 0 sg dl cw 1fm 0.5 1.0 4 15-24 7.5yr5l8 f2f 5 r Ifs 0 sg dl ci - 0.5 1.0 5 24-48 10yr6/3 f2d 7.5yr5l8 SSBR 0 m mfr di - 0.4 0.6 6 48-54 10yr8/1 m1d 7.5yr5/8 SSBR 0 m mvfr - - 0.4 0.6 H#5 constitutes SSBR, > 50% consolidated material. H#6 constitutes bedrock by definintion of resistance to knife penetration. ^ Boring # : J Boring Pit Ground Surtace 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 ~ 30 < 220 mg/L and TSS >30 < 150 mg/L "Effluent #2 =GODS <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. ~~t .' ~l¢dct~tr'o~~ • ~GCR.1~•CC.~r~'Cy-'. s~ S rn /e.'/'= ~O~ ~ KsLnCf, ~. ~ ~QniNtpi,t W aJ J \T- VI C'~'l,Sr<i FCn Ce./, y c iSp.ncl.l7lcr,l!• Tip of nq,~J.la S ~~~~` J ~~"-' ea sc 11 ~~ G -. _ - -- ,._, °"''' = f'~.1 cam' y -------_. ~.~30~ --.. _~~ ~`` __` ~ io 99.80 ~ `^ ~' r • B%' :30' ~~~ ~(ve. n M o.: M T~f,~ ~ tJ~'o~v. S Q..~ e4s:..~c.; ~:~., day, E'/~v.~. 9.~ ~' -----= M P,s~s FILE INFORMATION Owner ~'A ~ ~ ~ ~ ~ ~ Permit # ~ ~ ~ Z. DESIGN PARAMETERS Number of Bedrooms 3 ^ NA Number of Public Facility Units ~I,,NA Estimated flow (average) al/da Design flow (peak(, (Estimated x 1.5) al/da Soil Application Rate al/da /ft~ Standard Influent/Effluent Quality Monthly average" Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (BODb) 5220 mg/L ^ NA Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly ave rage Biochemical Oxygen Demand (BODE) 530 mg/L Total Suspended Solids fTSS) 530 mg/L ^ NA Fecal Coliform (geometric mean) 510° cfu/100m1 Maximum Effluent Particle Size Ya in dia. ^ NA Other: ^ NA *Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page ~ of Z Septic Tank Capacity /d719o ~ d'ro al ^ NA Septic Tank Manufacturer ~ s ~. ^ NA Effluent Filter Manufacturer ,Za,,b~~ ^ NA Effluent Filter Model ~- / ©n ^ NA Pump Tank Capacity (e$Q al ^ NA Pump Tank Manufacturer (~S.r ^ NA Pump Manufacturer Zo (/~/ ^ NA Pump Model ,a /V 4 ~ ^ NA Pretreatment Unit ^ Sand/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection O Other: ^ NA ` Dispersal Cell(s) ^ NA ^ In-Ground (gravity) ^ In-Ground (pressurized) ^ At•Grade ~1 Mound ^ Drip-Line ^ Other: Other: ^ NA Other: ^ NA Other: ^ NA SYSTEM SPECIFICATIONS Service Event Service Frequency Inspect condition of tank(s) At least once every: ~~ / ^ month(s) (Maximum 3 years) ear(s) ^ NA Pump out contents of tanklsl When combined sludge and scum equals one-third IY,1 of tank volume ^~ NA Inspect dispersal cell(s) At least once every: 3 ^ month(s) (Maximum 3 years) >a ear(s) ^ NA Clean effluent fitter At least once every: / / ^ month(s) ear(s) ^ NA Ins ect ump, pump controls & alarm P P At least once eve rY~ ^ month(s) ^ year(s) ^ NA Flush laterals and ressure test P At least once eve rY~ ~ ^ monthisl ^ year(s) ^ NA Other: At least once every: ^ month(s) ^ year(s) ^ NA Other: ^ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer;. Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s- shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third IY,1 or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limbed to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shal{ be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page ~ of y 'STARTUP AND OPERATION For new 'construction, prior to use of the POWTS check treatment tankls) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tankls) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: ^ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. T ~~ alua ' a o ing tank b e ai a ~~01-/t8 TC~~ ~0~ A/>'~ ~ONS77e(1~'l On! Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Name ~l i (C~ .~ r~o vtd Phone b ~ Z- $(PS_ Z 7 POWTS MAINTAINER Name Phone SEPTAGE SERVICING OPERATOR (P PER) LOCAL REGULATORY AUTHORITY Name S Phone Name S C ( ZD~Jt~cJ Phone ~/S-- 3gCp- (p (~ This document was drafted in compliance with chapter Comm 83.22(21(b)1111d1&If) and 83.54111, (21 & (31, Wisconsin Administrative Code. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Say. vk IM ~ 1 ~ m ~' Mailing Address ~ cx ~ ~ 3' ~ ~ ~ ~C s o h, w ~ s Y o / ~ Properly Address i ~ 2 `~ ` b t `` ~4 v.._ (Verification required from Planning Department for new constructio _ City/State ~+a.wr r-n o M ~ W 1 Parcel Identification Number 01$ ' ~ ~ ~ 9 - o a - ~ o v LEGAL DESCRIPTION Properly Location S u/ %,, !~ w '/., Sec. 3 1 . T Z 9 N-R ~ ~7 own of l~A r~ w~ o ~ ~ , Subdivision ~ ~ c i- (4 K ~ ~ a ~ c. ~ .Lot # 7 Certified Survey Map # ~ 3 7 ° 7 3 .Volume Page # 8'L Warranty Deed # 7 ~ y ~ q 9 ,Volume 2S$ 7 ,Page # ~ ~ `~ Spec house ~ yes ^ no Lot lines identifiable ~1 yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastCr plumber, journeyman plumber, restrictedplumber or alicensed pumper verifying that (1) the on 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. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. /f~/o SIGNATURE OF AP LICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property descn'bed above, by virtue of a warranty deed recorded in Register of Deeds Office. G ~l9~0 SIGNATURE OF PLICANT DATE «««««« 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 ~•- f ~ S StJ~ ~(yvt,t~ts-t Safety and Bttildings Division t `- `'!^ t!t~2~o Y rV. Washington Ave., P.O. Box 7162 Madison, Wl 53707 - 7162 ) (608) 266-3151 -'( :~, ,ne.~,~e.~Jt~plication -~ ?®~ S ~'~ ' .S ~ sons! information you provide b+~.~-~ ton ~ ~ ~.. S ~ ~.ew.~ t hone Number 1/~. 3~G'27~y i 11. Type of Btillding (check all that apply) or 2 Family Dwelling -Number of Bedrooms ^ PublidCommercial - Describe.Use i ^$13<<Gwned-DtSCflbyUse ~~~~ ~~ ~/- ; ~~C ~ T ~ 3 T c 1 - V~arr s ~~•~ ~~l4ML~a~.• L..-w err sack S 2 ~ Te a• rry j'('. C iZA i yG terry Permit Number (to be Glled is by C. ; Project Address (if di8ereat than mailing add: ess; Parcel N Lot p Bloc', 7 .~ -~- Property Location ~w'/~, ~,~~, sect;on 3 (t:irrle T~N; R~Eo Subdivision Name CSM Nu:: [kr Ciry_^V' ge~`i'oswship of Ill. Ty ermlt: (Check only one boz on Ilse A. Complete line B tf applicable) 'S~ess.3 I n. ~Ncw Sys ^ Rtptacement System ^ Treatmmdliolding Tank Rtplacernent Only er Modification w Existing Systeot ki • ^ Permit Renewal Permit Revision ^ Change of ^ Permit Transfer to N list Previous Permit Nunsber and Date Issueu Before Expiration Plumber Owner I ~'. 1 e of YU WI'S S stcm: C k all that a 1 Zel 1 er- ~ a,.. P _ Non -Pressurized In-Ground ^ M > 24 in. of suitable soil ^ Mound <24 in. of sable soil -Cher e ^ Single Filter U Constructed Wetland ^ Holding Task ^ Peat Filter Atrobie Tres 't ^ Rocirct~Sand Filter ^ Rximulatin Synthetic Mcdia Filter ~Leachin mba ^ Dri line ^ cl-less Pi ^ ex lain) v. Dis ersalll'reatmentAreer ln[ormatloa: iai /L.-IOC (i^w- s Design Flow (gpd) Design Soil Application Rate(g Dispersal Area I ~'l. Tank info Capacity in Total N er D Gallons Gallons of U Ncw Fxixing ' Tartu TrrJct Sapiic or Holding Tsnk j2s~ ~ ~~ S ~.:robie Tsumem Unit (~e M~ I I'll. Kespanslblllty Statement- 1, the Pl~s aN me (Print) IM< <a.- iM ` De k d.l 1 it Piunibtr's Address (Street, City, State, Zip 't ~'I1L Coun /De ariment Use O I ^ AP roved ^ Disa ved ~r - ~-v ~~-•--• -•------/ (o/ ~~1,3 Pre Site Steel Filx: ? Conch Constructed Glast~ ers n assume responslblll fo stallatioa of the POWI'S shown on the alts txr' ignature RS Number Bus b1,~.=,~ w,,..Q.~ Z ~ 0 3 ~ ~ i ~. -~o~~ M~aso~ P PPro Surcharge Fee) i ^ Owner Giv Reason for Denial 1 ti Cooditlons of Appro Reasons for Disapproval SBD-6398 (R. 01/03) 7 St. Cr. S~ ~.~~ / °'" ~ `„~~a WZ °1 r age o unto Mappin ~' St. Croix County Planning Department 1101 Carmichael Road Hudson, WI 54016 Phone: (715)386-4674 DISCLAIMER :The information contained on this map is advisory. Map accuracy is limited by the quality of the public records from which it was prepared. It is not intended as a substitute for an accurate field survey. AERIAL PHOTOS :Aerial photography is date-sensitive. Features that exist presently in the County may not be present in the photos. Legend j --~ u~.^vcavar e~oar,~uarrem ~bdlvrr lots Gcr~ye b ~~ucX Mans P.orsls Rcatl Q Ra~ro.etl tai wage Streams aam P+errcNar dream nr~rml11e n1-rY+ram :. ,i:.:: 4l~br ~f ~ ~ .- ~ "' Za~D. a http://stcrxdmz/servlet/com.esri.esrimap.Esrimap?ServiceName=StCroixOV&ClientV ersio... 6/24/2004 ck aha 'h b me, ery ~ ~ silt cod laY f R ly 3) istincT' >ttle~, u strut: sul} ;$ xcem very / wavy clay ~nent ;yish nish very ` ents ess. ori- ~wn iin, ply aY ~se ry to ,y ~d A d ST. CROIX COUNTY, WISCONSIN loam. Also included [~ drained soils that gall areas of Clyde, a some areas near '~,~ " ~rlain by sand at a ~:~~~„'"" f erosion is slight. "remains saturated g and after heavy s, and alfalfa. It is gin;^~" ~ erosion, especially -~*=` npor~ailc ractor of good manage- 'tii~it IIe-1; woodland group 201. "{'silt loam, 6 to 12 percent slopes, is on low ridges and knolls of ground ;''ar`eas are oblong or irregular in shape ''~:5 to 30 acres in size. a profile similar to the one described as ~;"of' the series, but the surface layer is ~. (ghter colored. 'th this soil in mapping are a few small '~ the surface layer is sandy loam. Also ~` ~ a few small areas of Clay, Floyd, and Sky- '" ~a;~nd a few small areas where slopes are s ~~~ than 6 percent or more than 12 percent. In "ease near Arland soils, Vlasaty soils are under- , ., nand at a depth of slightly more t an ee . ''" R 'off is medium, and the hazard of erosion is mod- erate,~ Tillage is delayed because this soil remains saturated :for relatively long periods in spring and after heavy,rains. In most places, erosion has caused tilth to deteriorate and has reduced the content of organic matter in the surface layer. This soil is well suited to oats and alfalfa, and is suited to a limited amount of corn. Controlling erosion and maintaining tilth are important factors of good management. Capability unit IIIe-1; woodland group 201. Whalan Series The Whalan series consists of gently sloping to steep, well drained soils on ridges, valleys, and knolls of lime- stone uplands that are covered by a thin mantle of glacial till. These soils formed in silty sediment, loamy glacial till, and clayey dolomitic limestone residuum. They are underlain by dolomitic limestone. Native vegetation was sugar maple, red oak, basswood, and elm. In a representative profile the surface layer is dark grayish brown silt loam about 8 inches thick. The sub- soil is about 26 inches thick. It is dark brown, friable silt loam in the upper part; yellowish red, firm loam in the middle part; and reddish brown, firm clay loam in the lower part. Fractured dolomitic limestone bedrock is at a depth of about 34 inches. Available water capacity is moderate, and permeabil- ity is moderate in the upper part and moderately slow in the clay loam dolomitic limestone residuum. Natural fertility is medium. The organic matter content of the surface layer is moderate. Most gently sloping and sloping soils are used to grow corn, oats, alfalfa, and other crops commonly grown in 59 the county. Most steeper soils are used for hay and pasture and some are in woods. Representative profile of Whalan silt loam, 2 to 6 per- cent slopes, in a cultivated area, 200 yards south and 200 yards east of center of sec. 16, T. 28 N., R. 19 W.: Ap-0 to 8 inches; dark grayish brown (10YR 4/2) silt loam; weak fine and very fine subangular blocky structure; friable; common roots; slightly acid; abrupt smooth boundary. B1-8 to 12 inches; dark brown (7.5YR 4/4) silt loam; moderate medium subangular blocky structure; friable; common roots; medium acid; clear wavy boundary. B21t-12 to 16 inches; dark brown (7.5YR 4/4) silt loam; moderate medium subangular blocky structure; friable; thin patchy clay films ; common roots ; medium acid ; clear wavy boundary. B22t-16 to 20 inches; dark brown (7.5YR 4/4) gritty silt loam; moderate medium sub- angular blocky structure; friable; thin patchy clay films; common roots; strongly acid ; clear wavy boundary. IIB23t-20 to 30 inches; yellowish red (5YR 4/6) loam ; strong coarse subangular blocky structure ; firm ; thin patchy reddish brown (5YR 4,/4) clay films; about 15 percent coarse fragments by volume; few roots ; very strongly acid ; abrupt wavy boundary. IIIB3t-30 to 34 inches; reddish brown (5YR 4/4) clay loam ; strong medium subangular blocky structure; firm, plastic; thick nearly continuous dark reddish brown (5YR 3./3) clay films and yellowish red (5YR 4/8) coatings of silt grains; few roots; medium acid; abrupt smooth boundary. ITIR-34 inches; very pale brown (10Y8 8/3) fragmented dolomitic limestone bedrock. The solum thickness and depth to limestone bedrock range from 20 to 40 inches. The silty mantle is 15 to 25 inches thick. The Ap horizon is dark grayish brown or very dark grayish brown and 6 to 10 inches thick. The B horizon is sandy clay loam or clay loam in the lower part. The B horizon that formed in the till is 5 to 25 percent coarse fragments. The B horizon is medium acid to very strongly acid in the upper part and medium acid in the lower part. Whalan soils are near Ritchey and Santiago soils. They are deeper to dolomitic bedrock than Ritchey soils. They formed in a thinner till deposit than Santiago soils. WhB-Whalan silt loam, 2 to 6 percent slopes. This soil is on ridges of limestone uplands that are covered by a thin mantle of silty sediment and glacial till. Most areas are irregular in shape and range from 5 to 30 acres in size. This soil has the profile described as representative of the series. Included with this soil in mapping are a few small areas of Ritchey, Rockton, and Santiago soils. Also included are a few small areas where the depth to lime- stone bedrock ranges from 40 to 60 inches and a few r~ 60 SOIL SURVEY areas where till in the lower part of the subsoil is not evident. Runoff is slow, and the hazard of erosion is slight. Most areas of this soil are used for crops. The soil is well suited to corn, oats, and alfalfa. The main con- cerns of management are controlling erosion and main- taining tilth and organic matter content. Capability unit IIe-2 ; woodland group 201. WhG2-Whelan silt loam, 6 to 12 percent elopes, eroded. This soil is on narrow ridges and valleys of limestone uplands that are covered by a thin mantle of silty sediment and glacial till. Most areas are irregular in shape and range from 5 to 25 acres in size. This soil has a profile similar to the one described as representative of the series, but the surface layer is thinner and lighter colored. As a result of erosion and plowing some of the subsoil has been mixed into the plow layer. . Included with this soil in mapping are a few small areas of Ritchey, Rockton, and Santiago soils. Also included are a few areas where the till in the lower part of the subsoil is not evident. Runoff is medium, and the hazard of erosion is moderate. Most areas of this soil are cropped. The soil is suited to oats, alfalfa, and a limited amount of corn. The main concerns of management are controlling erosion and maintaining tilth and soil structure. Capability unit IIIe~2; woodland group 201. WhD2-Whelan silt loam, 12 to 25 percent slopes, eroded. This soil is on knolls and narrow ridges or valleys of limestone uplands that are covered by a thin mantle of silty sediment and glacial till. Most areas are irregular in shape and range from 5 to 20 acres in size. This soil has a profile similar to the one described as representative of the series, but the surface layer is thinner and lighter colored and the subsoil is thinner. Included with this soil in mapping are a few srnall areas of Ritchey soils and a few small areas where slopes are more than 25 percent. Runoff is rapid, and the hazard of erosion is severe. Most areas of this soil are used for pasture or hay- land. Afew areas are still in woodland. The soil is moderately well suited to alfalfa and grasses and poorly suited to row crops. Controlling erosion and maintain- ing soil tilth and structure are important factors of good management. Capability unit IVe-2; woodland group 2r1. Use and Management of the Soils This section contains information about the use and management of the soils of St. Croix County for crops and pasture, woodland, wildlife, recreation, and engi- neering. It explains the system of capability classifica- tion used by the Soil Conservation Service and gives predicted yields of the principal crops grown in the county under a high level of management. This section also groups the soils according to their suitability for woodland and wildlife habitat. It con- tains tables that give ratings of the soils for farm and nonfarm uses and for recreation, and it contains infor- mation about soils that is significant in engineering. Management for Crops and Pasture About 90 percent of the land area in St. Croix County is used for crops and pasture. Corn, oats, and hay are the main crops grown and are the basis for a livestock and dairy industry. Some cash crops such as soybeans, canning peas, kidney beans, and navy beans are also grown, especially in the western and central parts of the county. About two-thirds of the soils in St. Croix County have long slopes that are less than 6 percent. ; These soils are susceptible to erosion where cultivated.: Many of the soils in depressions and drainageways, especially in the south-central and southeastern parts of the county, are underlain by till of plastic, heavy loam or clay loam. These soils are wet and cold for long periods in spring. In the following paragraphs, basic practices for managing the soils for the commonly grown crops and pasture are discussed, the system of capability classification is explained, and the capability units are described. Finally, average yields are pre- dicted for some of the principal crops under a high level of management in table 2. Basic Practices o f management The soils of St. Croix County vary in their suitability for specific crops, and they require widely different management. Some basic management practices are` needed, however, for practically all of the soils. The: following paragraphs describe basic practices needed for maintaining good soil structure, tilth, organic matter content, and fertility; providing drainage; an controlling erosion. Also, they describe renovation o pastures. These are basic practices to be used in man aging the soils. Specific practices of management ar suggested in the capability units. Technical assistan in planning and applying suitable practices for the so' on aparticular farm. can be obtained from a 1 representative of the Soil Conservation Service or t Extension Service. Soil structure and tilth.-Soils having good struct and tilth take in and hold more available water th_ soils where tilth has been destroyed by tillage. tilth also helps decrease runoff and erosion. Good til and granular or fine subangular blocky structure p. vide a favorable seedbed. Such a seedbed abso moisture and favors vigorous germination and em gence of small seeded crops. Tilth in most soils in Croix County, especially those of the glacial uplan has deteriorated because of tillage and erosion. H ` manuring, more years of hay in the rotation of cr and minimum tillage will help maintain soil tilt ' cultivated soils. Organic matter content.-The organic matr;er tent of St. Croix County soils ranges from less t. 1 percent to more than 20 percent. The well decom organic matter or humus in the soil has a great on the ability of a soil to hold plant nutrients. organic matter content also influences the infiltra. rate, tilth, and water-holding capacity of the su layer. Many of the newer herbicides have sugg rates of application based on the organic matter con of the surface layer; where the rates have not:.: followed, crops were damaged or weeds flourish Applications of barnyard manure, plowing green manure and crop residue, and more years of ~ 4+ - wrs~$brDeparttnentofCanrnerce SOI ALUATION_REPORT ~ Page / of 3 _...'°".. _. -----, -- - - - in accordance with Co 85. Wit;: Rqm.+ tooex-.~ __ ~ ~~ ~ g~ P~ prr paperrrot less tlratt 81/2 x 11 in sme. Plan must inchide. but trot QrrrNsd to: vertical and horizorxal reierenoe (BM), ~iO~ a // I'? j 1 '~ and location d d[stance to nea~Cro'atl: north snow r dimensions l l P~roel ID- , , e o ope, sca percent s Date ~ Please print all lni~rmadon. ~ ~ Persond inrarmation y«, prwlda may bs urraa ra secondary pwp .t.A+IG s;,15.1ht Zt) fm)?- ~~ ~~ ~ Property Locatbn Govt. Lot ,S W 114 ,(1W 1!4 S ~ T Z N R (~ E (or~ U C property Owners Maigng Address -VM t.ot # Block ~ Subd. Name or CSM~ a G. ~ ~fL. U ~ ~ coy Stets Zip Code Ptrone Number ^ City ^ Vipage ~' own Nearest Road ~-~ rrlMavt~ WI 514/.5 c7/s) 7`~~ :Syq( S'-U~J ~ New Construction lJse: QJ Residential / Number of bedrooms ~- Cade derived design lbw rate ~.SO~ ~ O GPD p~ ^ Pufrlfc or ryommercial - Describe: - ^ Repiaoement ( ~ ft ' . icat~e . 1.~1 - . Parerrt material 1 l-~ QG S ~ ~ Flood PNain elevation rT appl General oommeMs S S~r~ ei~v~ 993 0 Y . and recommendations: 00 ,~,(J41-~ ~-Z Sotl^Q- sar~S~~- Wa.s obSuru.ec(' ge-I-w~~r1 ZZ'`~ Stio `~ 'fy{,~1,•"c~ !}~~ 2 Bonng # ~ ~9 ~__ ' ~ U _ ft. Depth Co limitin factor v m. Pit Ground surface elev. ! g ~ Sol tier Rate Piorizan Depth Dominarst Cobr Redox Description Textun~ Strudurs Consistence Boundary Roots GPDItt? in. Munseq Qu. Sz Cont. Color Gr. Sz. 5h. 'Eff#1 •EtT#2 ~ o - 3r3 - ~,' ~ ~ G .~' , -~ 8 I -,cco io ~ ~ lv I - -- .St ~-I m l C GtJ - - ,~ , c. . (~ _.__._ ® ~~ 8 ~ Boring ~~~~~~~ Pit Ground surfaceelev. L= '~s-y ft. Depth to limiting fador~ in. Soi lion Rate Horaon Depth DominartColor Redox Description Textur8 Struct<xe Consistence Bourxlary Roots GPDlft= in. MunseN Qu. Sz ConL Cobr Gr. Sz. Sh. ~t~1 ~~ Z ll-ZZ - ~t~ ~ C - ~ ~ ' ~ ~ ~- ~ ..._ M L 5 . SP yl .S. .b . ~i . r • Eptt~ ~ = (mss > 30 <.7Zp nrgll ant! 755 >3il <_ 7 bU mg/t. - c~~werx xc. - wvs _ av-..ny~:a. R.. w _ ,......y... CST Name (Please Print) ~ S' nature CST Number ~~ ~ Date Evaluatran Condtxted Telephone Number II`~~~~tY.,I.cSQ~l~~s~, S~aZ~ Cn -r3 -a3 7/S` 71~o-~z~4 r -~ ~ ( Parrrel 10 # / / ~/ ! 0'1' l Page Z °f __~__ Property Owner Bordrg# ~ Boring Pit Ground surface elev. ~G~ ft. ~~ ~ ~~ ~~ f~ factor ~ ~~ ~ Rate Horimn pepth Dom~mrt Color Redox Description Texture Stnucture Consistet-t~ Boundary Roots GPD!(f? 'Etf#1 'E1f~2 in. t]u. Sz Cent. Color MunseM -- S ~ Gr. Sz. Sh. rrl Sb ~ Y~-~r G-S ' S • p I ~ 1 ~ Z ~ ' r, _ ,-, _ , ~ ~ 9vrr ~ ~ ~ a Boring ~ U Baring ^ PN rGround.surface elev. R Depth 10 limiting factor in. cvo~ Rate Hor¢on Depth Dominant Color Redox Descx~Drr Textaae Structure Cons'sterrce Boundary Roofs GPD-ft? in. Mussed Qu. Sz Cont Color Gr. Sz Sh. 'EfT#7 'Eff1~2 Boring # U Boring >p Grrtiting factor in. ^ Pit Ground surface elev. R Depth Sol Rate Horizon Depth Domirr~rtCobr Redox Description Texdae Structure Consistence Boundary Roots ~~GPDIIC.E~ in. Mansell t]u. Sz. Cons Color Gr. Sz Sh. • i # 1 = GODS > 30 <_ 220 n-syl-and TSS >30 < 150 mgiL ' Eiiluent #2 = BODS < 3p mg~L and TSS <_ 30 mglL The Department of Commerce is an equal opportunity service provider and employer. [f you Head assistance to access services or n~i material in an alternate format, Please coatxt the department at 60&266-3151 or TTY 60&264-8777. SeD-Y3701R.07/OQI ~~ ;. ~/ urF ~ U PAGE~OF~ -- DATE Co = ~~ '" G~ SIGNATURE S~vy1 /YI/LLE/L ~~f~ /..K~ /t~hc~ Co7'~'y /Szo .~~tk ~~•~ :,~, ;: a $~. /y' J ~„ .. ~ ~ ~,~ ~ ~ ~ -~ ~ n a "pry` t• ~ ~ • S 2- ~ ~ o T~% ~ S¢/5 ?e"'f'a, ~ Z ~ i u lp ~ ~ X ~ ~ X ~ Z. 33 ~ '7"fe.He~.~ S a; 5 ys7~ ~ ~ s g~, 3 0 s a H ,I LSo~/7sv ~orn6oTan~ Za / day ~f ~ ~ v ~` ~' 1 .\ ~ I - ~t9, 3~'--~ 1.I .\ v~ ^~ wacansm pepaM-ent of Commerce sO Divisimr of safety and Buildings in with ~ qt~~ ~ gtte plan on paper not teas than 81/2 x 11 inc &rch~de. but not prrtl6ed to: vertical and f rorimntal teferonce poi percent sbpe, scale or ~mensions, north arrow, and locatbn please print aq in~'ormadon. Penvad inromration you Provide may be vaed ror secondary P~P~' Property Owner Mailing ~/.p~ t CATION REPORT Its, :; ~o~'a.~ in s¢e. Pfen must ~-'~----- (,pyt, lot ~ W 1I4 ,{1W 1!4 S Lot # Bbdr # Subd. Name ar i. Page C ~ 3 Date ~yv/n, `T /J T Zq' N R /~- E (or~ any (J state zip Code Ptwne Number ^ Csy ^ ViNage [~ own Nearest Road ~-~u m ry~avt~ t,~1 5Ka15 (7i S) ~`~~ S y9l ~~ ` (29 New Construction Use: ~ Residentiei J Number of bedrooms ~ Code derived design flow rate yS~L~ ~ O GPD ^ Replacement ^ Public or cmnmerciaf - Oesrxibe: '~,,Q S ~ ~ Food Plain elevatbn ftapplicaWe ~1/~ ft. Parent material ,~ ____~QG - General oornmeents S 5.(~r~ ~el-er/~ %~~3 ~ and recommendatiars: Y ~..s o bSRru.edl Qe~-wee r~ Z Z " ~ S6 `~ ~~ 1'~'.~ A"la°"+ Z°~ ~(J~-1-2 (~- Z S~ fl^~ sa r~.S-bIW- w 1 I I Boring # O Boring r_..,,,.,~ m ufarp, a~ev_ /~/ '~ R. Depth to BmNing factor ~ in. spa Aonliration flats Fforizorr .~ ~ .. Depth Dominant Cabr in. MunseU Redox Description Qu. Sz Coot Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots •E~GPD ~t~2 Z -i8 I -~ io ~ ~ l~ l - s<<I m ~ CGtJ - _ ~L ' ~ • 6 S .~ ,~ .~ U Baring Boring # Horgan Depth in. Z ll-ZZ Pit Ground surface elev. ~~ ft. Depth b gmi6ng Dominant Color Redox D~criptlon Texture SUuchue Mansell Qu. Sz Cont Cobr Gr. Sz. Sh. -- Sri factor ~ Consistence ~ _ in. Boundary C Roots - Sol lion Rate GPDIft~ •Efl#1 'EtfJl;2 ~ `~ • Effluent iM'i ~ BOD > 3li <_ LN rtlg/~ gnu ~.~ +av ~ . w ..y. - - - - - - - - - ST Name (PlC~se Print) S' nature CST Number Ada t'Y\ x ~rw~n~ n. ~n~ ~ ' ~ Telephone Numb ~~ Date Evagtatron Conducted ail ~dt~ S-( 4~t~.a.~d . ~.~~ S`IoZS- Co -t3 -a3 7/S =7loo-°Z~R •b . ~i .( • R_., t ~ /~ (+ Parcel ID # / ~ ~ ( ~ page Z of ~_ ~~ Owner Borurg # ~ Boring Pit Grorurd surface ~• ~G~ #• Depth tD tirrr~rrg taactor-° - m Soi Rate t ~~ Depdt ~ Cobr Redox p~pq~ Texture Structure Consistence Boundary Roots GPDlft 'E.if#1 ~~ in. MurrseN ~• ~• Copt Color S • Gr. Sz Sh. rvkSb~ Y/~~r GS ~ S •F ~ ~ ~ ~Z _ c ~ CS ~` ~ Z I _ . ~ ~ / l~ C q /vrr G ~ _ ti~ ~ 1 ~ . J D Boring # ^ Boring ;Ground surface elev. R. Depth tD 1'irruUng factor 'n. Sod don Ra ^ Pit Horizon Depth Dominant Cobr Redox Destaipdon Texture 5truclure Consistence Boundary Roofs GPD~` du. Sz Cont Cobr Gr. Sz Sh. 'Eff#1 'E(i#2 in. MunseU ^ Boring ^ Boring # Ground surface elev. ~ Depth eD Itrrtibng ~~ m' ^ Pit Soi igdon Ra Horizon Depth pan~tCobr RedoxDesaipdon Texdae Structure Consstence Boundary Roots 'E~GPD Effff2 in. MunseH Du. Sz Cont Color Gr. SL Sh. Etiluerrt #1 =GODS > 30 < 220 mglL and TSS >30 <_ 150 mglL ' Etfkrertt #2 = BODS < 30 mglL and TSS <_ 30 mglL The Department of Commerce is an equal opporhmity service provider and employer. If you need assistance to access services or need tnateriat in an alternate format, Please contact the department at 608 266-3151 or TTY 608-264-8777. • a • ~ PAGE~OF~ 1~TAA~fR ~U ~ I TOT# L'I LEGAL DFSCRTp'i'TnNS~ %/U+^~~ S ,~(T Z~' N.R_ 1 ~- E(or1~W ..~.o ~, ,~ ~-~ . _ SIGNATURE ~ ~, ~~ - DATE~v - /~3 - ~~ ,sue ~) /YI / LL E2 ~~, f ~ /t «~ /~'a ~c ~i Col` ~' /v ' i~ ,ht ~yek~ ~L 25'0 3 ~ i J 0 Z .Q s a h r N 1 . ~.. ti~~~~l~ oc ~~' 'Pr ~ ~l ~~~ y ~~ ~X 3~X ~Z,33'7rQN~~,...5 I ZSo/7Sv ~arn6c7an~ W/~,~i1j~~ ~ _~Od ~/ ~fo/ _ N ~~' L ,r'" _ _ w - 2a~ ~_~ ~d ~¢ 2 _.. ~... ~~ ~ y~jy~ z, 1 l._.1_.l._-!...._ I i 1 ~,'~ BM~~ To~~ l a?oo~_Z cl - ~ ° ~ , "1R.~ ~ ~ - ~y, s ~ ~_._- 3' ~ J _` h ,\ ^~ ,. 66" 50" 86„ 0 c -1 r m _~ I I I + 1 % ~~ I ~ I I i ~? / I I ~ 11 1 y \ i \ \` \ " '~ _-' I I \ I 57 ~ Z 3,. 6„ N N C7 ~ ( N D ~ r n D (T~ r Q _ m -D I I \ 5 ' i i U' m ~ ~ S ,~ II ~ I n'I ~ I I I I . c II G I I ~ i I j ~ I \ j ~ \~\ 1'. . . / I, I I I I I I I \~~ 1 11 ~ I 1 / \ / / i N _ ~3 Z r m 53" t- ~ ~ Z m Z p_ ~ p z c ~ --I m ~ Z D ~ ~ y~ o ~ m m y 0 0 D 0 p N C7 O fTtO~ ~O~ p O Z lp~~=~O~~rN D ~ I - N • z ~ N~ ~m~ r;zoo rnmrr .. , - X ~ D O u v N v~Zm D ~ r*1 D~~ :W~ rn~~ fir 1 UI N N V r N/~ ~ ~ Z D ~ , rn cn -i cn W N= - cp •• O_ D a _ V O D ~ r °i0 ~ ~ ~~ N~ Nrmi~ r I D~ O~•O~O~_ ~ e~ O p r~7V77 1'1 ~ cn (~~~ O (n ~7 ~vN W =I=JU C vZi DD Np m~~ c~~ N o ~ n o mho p ~~ ~ \\ _~ ~prn ~ ~ O o ~ N J ' o ~ ^^ A~ W ~ n , \v° N D m ~m ~O OOC 1 ~ D ~ cn ~ I Cn o ~ p ~ •v --i ~ 1 T ~ ~C7~ ~ Z~ O ~ N ~v O I O m (n .yam ~ Z ~ CIl ?~ ~ r rn m O - ~ N ~ Q~ < ~ S ~ D f*7 , ^ V' o C7 cn ~l r ~ u ~ v ~ n o ~ o ~ O ~ ~ ;,~- vc 6c so a, _...__i .. .. ... II: R'; ,. Y '~' ~,~ SEWAGE/WASTE PUMPS :,~;o a I ~ i ,, ~ 70-165- -t-_ Y. __-'__' ___ ~_ ._...___..... ._ ... ~_.. r-._.--~ ',9-~ i itl-J 6G ... _._.~_ --_ 29.GG ,~O.~,r, M;n,'mam S / /'a.t~C /'t,~wr'ec% ~6- _ ~ 1 50 -~-+ -.. r __ _-._- ~ -. - 5 _ Q !- _ AGRICULTURE PUMPS ~- ,t---r-- - - - ~ - - -- s-~, ~ r_ _ ~, .. __ 7 1~- - --;- - - i _ _ r __ _ ~ > --_ _. I s5 ~ -*- a~_.__ ~, 25 _. __._ .,- -r___ _- _. i ~. . < .`.. ~ -, ~. 5 'r- ~ I ~ 1 { _ S -I I _ - . .. _'- 404 i .. \ T._"rt- ~- 401 44.;t T ___..__.. ___ . ~._ .. . c _ . .. ~ 5. GALLOhS~_ 50 i~ 10C 75C >OG SST ~J• ___ _ _ ... 0 '[W 100 60C NOJ ~OOI '~ 00 .._ .. O~u6R ~IJN ?~_fi Mi^:Jf_ Copynght 2000 Zoeller Co. All rights reserved I -~ • 7 ~~ 14 - - - -- _.._---~- ~---- _.. _ ^ ~. .~..n^ ~~.~ ~~ ~~ E~ ~s,, i ~~Q ~e.~,,~~. ~-r~-.y S',Z , r E ~ G ~j ~ j 3 - ~~~- Ti~-» ~ k ' if fuser S cifications B1oI~ ~ 76' 00 00 0o ao coo 00 coco oa o© o0 00 ° 00 ° coca ~© coo oro c~© corn coo oc~ 00 oo c~© ~ro oo rocs 00 0~0 0O c~ o00 oc~ oco ° ° =°o ~ i o o c~CO c~ 0O ©~ c~c~ Oo ~ c c o~co o ~~ ~~ ©~ °O ~ °O ~ oo i 4' Knockout c-,~,~ea Cnembe- i 34' ;f .... 2 5 8 7 f~ 6 2~ ~6~699 ,,. t KATHLEEN H. MALSH STATE BAR OF WISCONSIN FORM 2 - 2000 REGISTER OF DEED$ WARRANTY DEED ~'• CROIX CO. , MI Document Number RECEIVED FOR RECORD This Deed, made between Bruce J. Moll and Thomas S. Aaby - 86/03/2004 10:30AK MARRANTY GEED -" EXEI'PT i Grantor, and Sam E. Miller, a single person _ REC FEE: 11.00 TRANS FEE : 792.08 -- - COPY FEE: -_---- - -- - CC FEE _ PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum:) Lotst 4~5, 6,'7, 8, 9, and 10, Plat of Highland Ranch in the Town of Hammond, St. Croix County, Wisconsin. Recording Area Name and Return Address F~=c Q 018-1069-00-400 Parcel Identification Number (PIN) This is not homestead property. 6isJ (is not) Exceptions to warranties: Easements and restrictions of record. Dated this ~ ~ day of , 2004 s AUTHENTICATION Signature(s) authenticated this _ day of TITLE: MEMBER STATE BAR OF WISC~' (If not, = -i authorized by § 706.06, Wis. Stats.y~ '` %~ d THIS INSTRUMENT WAS DI~~I Thomas A. McCormack °~,~Z Baldwin, WI 54002 ~4 (Signatures may be authenticated or acknowledged. Bot k B1./ `~ ~ * Bruce J. ~ ~ Thomas S. Aaby ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. St. Croix County ) /'J CY rsonally came before me this ~`` day of > 2004 the above named Br J. Moll and Thomas S. Aaby '~ tom no be the person(s) w e cute 4~e fitzooing i ~4 in t Icnowled e G O is .Q,~ ~ - ~ % Notary Public, State of CONSiN My Commission is perman t. (If not, state expiration date: ~! "Names of persons signing in any capacity must be typed or printed below their signature. ' WARRANTY DEED STATE BAR OF WISCONSiN INFO-PRO (800)655-2021 www.inioproforms.com FORM No. 2 - 2000 M W W Z. 4 Q L d I I ~II I --_ r__i a/sJl.i~ueY.M/ ~ ~,u.nAwWUU N~fuVl1W u t1LJdxsuW u~aWtluu NIAYI iN1A M4N 11LL fD M 1fYi b~'tEt L 1 .9t. L -.00 N i .+ - °r: -' ; -r ~ ~ +tsrt nowt •u~oc is •1~ ; . ; ~4t~.r ~ `~. ~ arni ~~'w. i w F \ N ~~ «>•i n w ' : 447 1 :1~ aa ~ ,:' ~..IPI)t / \V~ ~ ~ g tt stt ~ ~' w Matt ~_ a~~ ~~ / .~ ~!1 • .ff.'s: 'wp ~ •~ ~ b t:l a _._ ~~ -~ ~`' s Q ~' i fM~• : : e .r~• 0.} ~ pasyriaa,• . , . I ~ ~ ~. ,~ I ' : w: ~i`~~ . 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