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040-1324-31-000
County: St. Croix Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT Sanitary Permit No: 5820 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 2655702 Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] parcel Tax No: city Village Township 040-1324-31-000 PermitHolder' Name: TOWN OF TROY William & & Jennifer Bowman Section/Town/Range/Map No: CST BM Elev: Insp. BM Elev: BM Description: 01 .28,1 9,21 86 TANK INFORMATION ELEVATION DATA ELEV. / A- pE MANUFACTURER CAPACITY STATION BS r HI ? if.. FS etc'.. Septic Benchmark V/ Z60 q Alt. BM, q 4, L Z Dosing Bldg. Sewer a i ~raticul 2 SUHt Inlet ~ Holding St/Ht Outlet TANK SETBACK INFORMATION ` TANK TO /L WELL BLDG. Vent Air Intake ROAD Dt Inlet Septic Dt Bottom Zd .3 $d , g ~ ~ y7 ' b / Header/Man. Dosing L ~ 7 Dist. Pipe '7 Aeration Bot. System !S . ' Holding ~I Final Grade 16'b PUMP/SIPHON INFORMATION / Demand St Cove Manufacturer GPM 3.~ S Model Number 9 7. TDH Lift,y Friction Loss VSystem Head TDIfF} • ~ i Dist. to Wellu Forcemain Length Dia. Z uid=` SOIL ABSORPTION SYSTEM DIMENSION ONS . Length No. nch PIT DIMENSIONS No. Of Pits Inside Di~ Liq BEDITR Width %___1 51i; SETBACK SYSTEM TO LEACHING Manufacturer. P/L BLDG WELL LAKE/STREAM CHAMBER OR INFORMATION Type stem: . 1~ UNIT Model Number: acing ven Air Inta e f x H DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size we Sp ..,r.~ Dia ' Spacing Length `Dia Length SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only ,a Mulched xx Depth of xx Seeded/Sodded Depth Over Yes No Depth Over ( Bed/Trench Edges Topsoil Yes No Bed/Trench Center ~ry Inspection 2: O ~ COMMENTS: (Include code discrepencies, persons present, etc. Inspection #1: 1,116 n / Location: 570 GERMAN CT L / 1.) Alt BM Description = V,(e4 es j e.&_ 2.) Bldg sewer length = ID L.3e 4-el, 13d 6 G4.jC,% - amount of cover = f Plan revision Required? ❑ Yes No ' _4 Cert. No. Use other side for additional information. ` Date Insepctor's Signature SBD-6710 (R.3/97) 3 -9 RECEIVEP C6 my ~ ~ nn t ~ Safc.fy and Bt.nldhnl)s Division \v JUL 14 2016 I 20.1 1n/- Wrashinglon Ave , n' O Box 7162 Satttt:ar} Permit Nurahei (to be filled in by Co-) S ST. CROIX COUNTY )Iv _`COMMUNITY DEVELOPMENT _ S~1✓ ,iat:e Transaetion Numher Sanitary 27_30 in aOf:QYdance with SPS 3£3121(2) W;,,. Adin Codc submission of this t,ornt to the apinoptratc novrrne,. is ret(uued print w obtaining a sanitary pe.rniii.. Note' Application i'orms f: >r state-ovnied 110W I'S are sufzmirted to Project Address (if different than mailing address) the Dep7itmeni olSafel- and Pmfc.sstona.l Scrvirs Personal iM'0l_Mati0n You prodrde utay be used ' conclary ~~u Lses in accordance with th° Privac_Law, 5 1.5 l(m) °t 775-- - _ - ~ ~~/.~I~ C4-. - ~LJJ ~r r6ieatann Info 7,m aflon B?dease t'HO All 1.raforrna icar~ ~ 3'ropnrty <)tiuaei •s Nam ~ Parrcl # t I aMJ j PropertyO,a~ner's vfarirtgAddr<ss Property l ocation ~ r [a \t r p l A8 +~)l Govt Lot z Ito Cit ,Stare ZIP -01 ~ 1'lton(. Number ~VSt N S~~ l circle. one) or of RaziBtkann o Q 49,1 T. :ot ~4 r.. Agpe a~~eslr alb that t ~pPr s' n Name; 7 nl.,drv J i ori.FaaliP r)weGtnt Nttmber~~,-r_c:rlrr.,ortis Bloc;l~ it Y"' i_~ 1'uhlic./(..nmmerci<,] - Des(vibe Use _ f_l01it of Stale Owned - Desci ih L ]se CSM Number EI Village of Town y y~ I hype of Permit: ((lied( nnlg o>ne ltn.tt on lime A. Complete Bane B if a.jpp?i+-,aWe) lew ;vstern L Ropiac•,r•nu,nt SNsteni i 1 taiinu.ntllioldina Tani( Replacement Only Othar Modifieation'o rxisring Sys(cxplaiia) _ _ --------i----- - - - - - List Previous Permit Number and Daze- issued ^ - p - 1 Permit 12enewal Kr cnait Rcvcsion Chan ;c of Plumh4~r i l rrnii Transfer to Now j Before Pxnrrar,ion L-_ _ i. T'vpc of 'O4i 85 sysexiCorr~at(nert/Deaaee- (Check an that apg~ly~ Noii f mssurrzed in Ground D Pec s irized In C,rournd i ! At Grudc. i Mound > 24 in or :citable sot: X Mound <24 in of Ail al soil 9 , lolding Dank then L)ie,pnzsai Component (axplain)-_ Pretreatmcr,t Device (eaxplain)_ . Dis ersallTar, rneri! ~iiff~tertraa9an_t= INt - - - t 'fie i _ra 1 irrw (gp 1) T 1> sin ,ul A~ph(.adon }Rate(g 1-1 Dispersal Aix: a Rrrluire( C)isporsal Area Pu,posetl S stem r. Vation i /GYM - - - - - - 6 s.5 L--_ ~ _ VT. Tanik llnfitu C,1) its' in - I Co xl :Y of ati,tf icturer C*ailons _ C'raflons ~ trail ~ b; o ~ a tics, Tanks in, V ,Conics 1~_ ~ I n C) era n rn r (.1 , 11, V~rr I ~ )nc ni liTo ding Tank f- tambcr - _ _ V lI. Res,p p) nsi bi I ity 2'1V IelY0 X, `11e on d ersign eft, Ass.1,me responsiW icy for inst.Si I la Don nl'the, POWTS shown fin the at'tac.hed plans, Plumhei s Name ~ I Plumb antra M11IMP12.S Nvir tber Business. Phone N i ubc T ~ Pla nt,cr's li,ddress (S cet, C'iiy 5rate, %il, r otr,.) ~ ~o y r Asa o Open - - se fora ~ 7 fcintu T e Date su-ci Issuing nt. signati:re l,l7roved rsapprovcr I rid c.n ,Reason for n.al ~ , as ~ ~ ~ f r >L . C;rinaFi fl$e sclrxs. nr DisapprovaB f 'tank; ertluent fifty 3~ . ~~0 !~1\ S fO✓ ~T"-~ 'Awr t3Jrsper~M Cell must all be jM_ Ltes r' n> inure sa~r anent plan provided by plumber. 2 rermwFRU4, 00 as W appic" coda ! Crrdinatloes. .~.i,acpq an comPlrte plans fir the system nn~0 vufnxxeir ro the y nnl,q P-Per nor less thorn s ar,. x 1)I nnr.6rs in size SF3P-6398 (R- 11,11 j) ■ .So, % e d4 /urc ~"ors /o,`~ EX.s ~ ~,~-~✓e .e le. d ~uz° lob /ihe / 570 Ge/man cr-z . lea,^eiE /ot/ Lot %/mot of cod kwzC Sc'C Ole ~cUd2_c✓ d C3~aS~ 2/BA.~ iP/9cJ /n. a~Troy -EGStiot~-o ~ ~ 97,o'CL flss-m--l elegy O ,67 d o ~ ' ~ 82 SSo, 3x13 ~0 e 83 ' 3 13S 5 i ~,sol. Uo/ P4 5" C/ .28.39 r i7G. s/7 j4/5o' d, avs</CO.//lOkZ Cedef-7 97 S0 'C--0 w! n'/7~Y~✓<Scc ~aCP LIES (7F/OtJ.d17_ rC- /a~a/sa l~fL"X 75~ZS'~/V 'or,'Ces S~lacec/ prop asa-a e6ei ~rmer{~e Ci~ SD' (SO ar; GCS//Gr~J• ~Lf /2~~ Corr '6%na~ o~ IJ//le Lo A-1-p~SzS s~ Vo 4s-7-11-6/7,9 oQ 1•f~ ~Uwt•oF~a.r.l~ C L'XiS~~~ w t rCOrn CIO, ieco p DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 Contact Through Relay I~ http:/ldsps.wi.gov/programs/industry-services www,wisconsin.gov Scott Walker, Governor Dave Ross, Secretary July 05, 2016 CUST ID No. 222904 ATTN: POWTS Inspect,:, JAMES W BOUMEESTER ZONING OFFICL BOUMEESTER EXCAVATING ST CROIX COUNTY SPIA 1070 STATE ROAD 35 N 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016-7708 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 07/05/2018 Transaction ID No. 2730823 Site ID No. 825946 SITE: Please refer to both identification numbers, William and Jennifer Bowman 507 German Ct above, in all correspondence with the agency. Town of Troy St Croix County NE 1/4, NW1/4, S1, 1-28N, R19W Lot: 31, FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1610414 Maintenance required; 600 GPD Flow rate; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliahce with all code requirements. OV No person may engage in or work at plumbing in the state unless licensed to do so by the Deparft"q1 AND PROF stats. IMMON The following conditions shall be met during construction or installation and prior to occupancy or use: • A copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on fil 1 with the Department. Changes to the approved plan must be submitted for review and approval. Failure to properly attach the approval and index page to plans that match the copy on file with the Department may resin in enforcement action under s. 145,10, Stats. S CORRESP0 • 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.01/01, R. 10/12). • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD-10706-P (N.01/0 1). • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. JAMES W BOUMEESIFER Page 2 7h/2016 • The system was designed to meet the influent quality defined in SPS 383.44(2)(a) The quality of influent discharged into a POWTS treatment or dispersal component consisting in part of in situ soil shall be equal to or less than all of the following: 1. A monthly average of 30 mg/L fats, oil and grease. 2. A monthly average of 220 mg/L BOD5. 3. A monthly average of 150 mg/L TSS. • SPS 383.54(3)(b) (b) The servicing frequency of an anaerobic treatment tank for a POWTS shall occur at least when the combined sludge and scum volume equals 1/3 of the tank volume. • The inspection, maintenance and servicing reports shall be submitted to the governmental unit within 30 calendar days from the date of inspection, maintenance and servicing. • The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system (POWTS) in accordance with SPS 383 and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except for inspection, evaluation, maintenance or servicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval, • Provide a copy of the approved POWTS plans and this letter to the owner. • Prohibit vehicle traffic and soil disturbance within 15 feet of the downslope edge of the mound pursuant to "Mound Component Manual Version 2.0" SBD-10691-P (N.01/01, R. 10/12). 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 Industry Services 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 E win A Taylor Wastewater Specialist , Division of In st Services WiSMART code: 7633 (715)634-3484 , Monday - Friday 8:00 am To 4:30 pm edwin.taylor@wisconsin.gov cc: James K Thompson , Ace Soil & Site Evaluations Bill Boumeester & Sons Excavating Inc MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE REc~~VF- ,l(~N 2 Project Name: Bowman 4 bedroom residentail mound lAln , 2016 - Owner's Name: William & Jennifer Bowman US TRY SERVi C~. J Owner's Address: 233 Woodview Tr., Hudson, WI 54016 Site Address: 570 Germain Crt., Hudson, WI 54016 Legal Description: NE1/4NW1/4, Sec. 01, T.28N., R.19W. Township: Troy County: St. Croix Subdivision Name: Cottonwood South 1st Addition Lot Number: 31 Block Number: Na Parcel I.D. Number: 040-1324-31-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry ~~p► Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications ;SIONAI SERVICES Page 6 Management and contingency plan I SERVICES Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Attached Soil Evaluation Report , Designer: Jim Boumeester License Number: 222904 Date: 06/18/1 Phone Number: (715) 386-9020 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01/01, R. 11/12), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01, R. 10/12) Version 7.0 (R. 11/12) 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 383-44-3 in-situ soil treatment for fecal coliform of 36 Inches. 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 6.00 Site Slope 97.50 Contour Line Elevation (ft) 6.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft) Distribution Cell Information 150.00 Dispersal Cell Length Along Contour (ft) = 4.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2 i 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest pointµ in the distribution L-Y Pressure Disribution Information network? Enter Y or N (C or E) C Center or End Manifold 0.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) 1.50 Estimated Orifice Spacing (ft) = 6.00 ft2/orifice 2.00 Forcemain Diameter (in) _ 03000.00 Forcemain Length (ft) Does the Forcemain drain back? Y 80.50 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 48.94 Forcemain Drainback (gal) r 19.13 Vertical Lift (ft) 68.13 5x Void Volume (gal) 10.45 Friction Loss (ft) 117.06 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 41.19 System Demand (gpm) 36.08 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 _ 1.50 1.25 _ 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information 8.00.64 Total Tank Capacity (gal) 1s 200.00 Septic Tank capacity (gal) 36.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 22.24 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.64 Dose Tank Capacity (gal) [P:L~- yLok Filter Manufacturer 22.24 Dose Tank Volume (gal/in) 525Filter Model Number Weiser Concrete _ Manufacturer Project: Bowman 4 bedroom residentail mound Page 2 of 9 Mound Plan and Cross Section Views T 1/10B © J Observation Pipe K I` o A W - I: B I • L Mound Component Dimensions A 4.00 ft E. 32.88 in H 1.00 ft K 13.24 ft B 150.00 ft F 9.50 in z 14.75 ft L 176.47 ft D 30.00 in G 0.50 ft J 9.64 ft W 28.39 ft 600.00 (ft2) Dispersal Cell Area 2812.50 (ft2) Basal Area Available 4.00 (gpd/ft) Linear Loading Rate 15.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.79 (ft) ZQu ,KF r a r t~ ~uaa H F EF Dispersal Cell a 100.50 (ft) Lateral ~~>a 100.00 (ft)- ► - F Invert EI: Dispersal Cell Elevation::: D 3 . 97.50 (ft) Contour Elevation 6.0 % Site Slope Geotextile Fabric Cover Shading Key a -7 Dispersal Cell See lateral details on Topsoil Cap o ° 1.5 ft Page 4 for number, size, Subsoil Cap and spacing of laterals. R2 .2 Cj Laterals are equally ASTM C33 Sand > © F spaced from the ® Tilled Layer 0.5 ft Typical Lateral m distribution cell's © Aggregate o centerline in the 0- A distribution cell (AxB). Project: Bowman 4 bedroom residentail mound Page 3 of 9 Center Connection Lateral Layout Diagram l p I x-~~ LaItrr~ls &.rorccm-nir, Sch 40 PVC' per SPS Tabtr 304 30„ Holctdni-ipaG+-,thabotiom,oIti,wlatvra]. ♦ w Turn •upY.~baklvaI-orcioanoutplu9 Oquslly spsced Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 1.50 ft Lateral Length (P) 74.25 ft Orifices per Lateral 50 Lateral Spacing (S) 0.00 ft Orifice Density 6.00 ft2/orifice Lateral Flow Rate 20.60 gpm Manifold Length 0.00 ft System Flow Rate 41.19 gpm Manifold Diameter 0.00 in Total Dynamic Head 36.08 ft Forcemain Velocity 4.21 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and ► SPS 316.300 WAC 4 in. min. Disconnect - Tank component is properly vented Alternate outlet Weiser Concrete Manufacturer 2 in. Capacity 800.64 Gallons T Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons B Siphon device A 18.24 405.58 B 2.00 44.48 C Pump oft elevation (ft) C 5.26 117.06 81.38 D 10.5_0 233.52 D Total _ 36.00 800.64 Dose tank elevation (ft) 3" Bedding under tank. 80.50 Alarm Manuafacturer~S_JE Rhombus Note: Switches Alarm Model Number SJE 1011421 containing mercury _ may not be used in Pump Manufacturer ',Zoeller this system. Pump Model NumbedBN 163 1-__._ _ Pump Must Deliver 41.19 g p m at 36.08 ft T D H Project: Bowman 4 bedroom residentail mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name F _ Jim Boumeester Phone. (715) 3_86-9_0_20' POWTS Regulator's Name ; St. Croix County Zoning Dep't. Phone [,(715386-4680 System Flow and Load Parameters in Design Flow- Peak 600 god Maximum Influent Particle Size E150mg/L Estimated Flow - Average 400 gpd Maximum BOD5 mg/L Septic Tank Capacity 1200 gal Maximum TSS Soil Absorption Component Size 600 ft 2 Maximum FOG mg/L Type of Wastewater Domestic Maximum Fecal Coliform cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years . _ _g___ ^.~trlPri Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished . Grade \ 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Bowman 4 bedroom residentail mound Page 5 of 9 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01, R. 11/12), SSWMP Publication 9,6 (01/81), and Pressure Distribution Component Manual Ver 2 0 SBD-10706-P (N 01/01, R. 10/12)] 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 SPS 383 33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured oy 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 frorn its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if sucn 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. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction 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 BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent o 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 lat,:.: be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the r 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 Pending levels shall be reported to the owner and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan It the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it 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 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system PUMP PERFORMANCE CURVE MODELS 161/4161-163/4163-165/4165 t 1 so- 814 MODELS 161/4161 163!4163 16514165 24 80 r.a ww. ca. u9n - uw. col. UU. 6172 1654165 b iS 100 379 61 D1 81 231 70 10 J.D 93 352 61 231 81 231 4 20 ^1 6 U B6 322 2Z7 61 231 4 i m l1 7D 80 227 291 69 223 so 00 25 7J 70 266 57 no 69 223 - 16 m a1 92 233 63 46 68 2m Q 50 10 iZ2 45 170 18 iR 65 206 6 11132 50 163 m 75 33 125 5o 189 12 40 15.3 - - 16 67 39 3G. j 80 as V W 70 21.3 - 23 67 'r 4A - - - - 10 38 1 177 NT STANDARD 30 sr.x-dr w.a 66 i (17m) 68 IL (2),)) 88.5t. 26M1 7 NP7 8 0096208 31 3' WT 20 16114161 AVALABLE 4 10 0 6 916 GALLONS 10 20 30 w 50 60 70 80 90 100 110 LITERS 0 80 i 240 320 400 FL W PER MINUTE 0099204 L 6 S~/. /Jct~o,r7! rt4;him A-'•~ Sal~,o(y r'.~,~2Y14a! sK374 Standard all models - 20 ft. cord -'/2 HP e tit YODELS tit YODELS Control Selection Llsti s SngleS49 Double Seat Volts - Ph Mode Amps Simplax Duplex CSA UL 1 8374 --1 U161 115 1 Auto 15.5 1 Y Y *1/2 N161 N41 6115 1 D161 230 1 E161 E416l 20 1 NH161 200-208 1 8.8 1 Y N 1161 14161 200.208 1 Non 8.8 1 6.4 Ft 61 F4161 230 3 Non G 161 G4161 460 3 STANDARD 2NP1 OR Standard all models - 20 ft. cord - HP I 3• NPT 163YOOEL$ 167YCpEL9 Control Seiactlon Ustings AVAILABLE Sirple Seal Douds Sesl Volb Ph Yode Amps Slmplex Duplex CSA UL M163 115 1 to 15.0 1 Y Y N163 N4163 1-151 Non 15.0 2 or 3 & 5 4 & 5 Y You D163 230 1 to 7.5 1 - Y Y E163 E4163 HO -1 Non 7.5 2 or 3& 5 4& 5 Y Y • H163 200-208 1 Auto 8.5 1 Y N 267ne 1163 14163 200-208 1 Non 8.5 2 or 3& 5 4& 5 Y N J163 A163 200 208 3 Non 6.0 3& 5 4& 5 Y Y F763 F4163 230 3 Non 4.8 3 8 5 4 8 5 Y Y s 6163 G4163 460 3 Non 2.9 3& 5 4& 5 Y Y L SK111J Standard all models - 20 ft. cord - 1 HP 166 MODELS 165 MODE LS Control Selection Uslin s SEI-ECTION GUIDE Single Seal Double Sul Volts - Ph Mode Amps Simplex Duplex CSA UL 1. Integral float operated mechanical switch, no external control D166 230 1 to 10.2 1 Y Y required. E165 E4165 230 1 Non 10.2 2 or 3 & 5 4&5 Y Y 2. For automatic use single piggyback variable level float switch of H165 200.208 1 Auto 12.6 1 Y N 1165 14165 200-208 1 Non 12.6 2 or 3 & 5 4 & 5 Y N double piggyback variable level float Switch. Refer to FM0477. J165 J4165 200.208 3 Non 7.5 3& 5 4& 5 y Y 3. See FM1228 for correct model of simplex control panel F165 F4165 230 3 Non 7.4 3 & 5 4 8 5 Y Y 4. See FMO712 for correct model of duplex control panel. G165 64165 460 3 Non 3.7 3 8 5 4 & 5 Y Y 5. Variable level control switch 10-0225 used as control activator, • BA165 844165 575 3 Non 3.0 3& 5 4& 5 N N W r i Plug specify simplex (3) Float or duplex (3) or (4) float system, m U. Listed uA available rich 20ArW plug For iriwmaticn on additional Zoeler products refer to catalog on Piggyback Variable Level Float ev CAUTION nstallon ot, protect on and Sletches, F110477; Electrical Alternator, FM0486; MechanicalNlamator, FM0495;Alarm Package, Aei triciaatl All electrical safety devices ld beiollowe ncludd g there gaali entNaensad FM0732; and Su np/Sewage Basins, FMP487. Electric Code (NEC) and the Occupational Safety y and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2004 Zoeller Co. All rights reserved. A Er, 5,de~led 4c-), L n7 d f n11r~e/ ~OWn a n /j. 570 6e/ma~ C,-t• (nea~~ E /off/,nom dot 3! oFC,2t,0 coda < ~1cc~✓,%/ tJcoded d f~~~~S~y '28 / S~. Cru(,X 9P.o ~e/ ~OSw-/3.25-3/-Ct~ C-e -Easc/ot ~o U , g7 0 encl n1~/~' Ta aFj/'v ".5~f. A( Lck yy.J3~ ~S 5 ' yyyof~i~0osr cl d of .Zg. 39; 176, s17',.,Y ~Zx di' 7crsr,/C¢1/ ced01797SO'C,-:!odvr 1 y/~d' \ Zn '/~rY ~ivC ~ur{ace e164r bF/dU.O"O ~T[~CJ /aura/sa G /~SL'X %S~zS 4 V or C,.s S,0` ccc/ Pro a ' \ a~ i. SO ' (SO or. ,~cCS ra.I J. Prop S¢-d [,ire S'2,- C.cr7 G'{,-Et ~.JLF I.~I-U~f{:O Corti b%ncL.~, art \ S.T//~c, u]j Po/y.Cv,t% p~ Szs 5~. oe -10,4 ry! 7,9 ~zs- / C ~~Sldfr(~ c i t~ I IV I c -i aC,l ( Wisconsin Departrfl ofjSe~f yt~rKi Professional Services Page 1 of 4 Division of Indust vie U pp 6YE34E9P1TS41VI ST CROIX COUNTY SOIL EVALl)r1 i i,, COMMUNITY DEVELOpME NT In accordance with SPS 385, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. Ref #2439 scale or dimensions, north arrow, and location and distance to nearest road. 040-1)f4-31-000 Please print all information. Rev ed by Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). 4Lk j 71/9 Property Owner Property Location El '(E William & Jennifer Bowman Govt. Lot NE % NW '/d S 01 T 2 N R 19 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 233 Woodview Tr. 31 na Plat of Cottonwood South 1~` Addition City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Hudson WI 54016 (651) 324-1147 Troy Pcl. Add.: 570 German Crt. ® New Construction Use: ❑ Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Glacial Till Flood Plan elevation if applicable na ft. General comments and recommendations: Site suitable for mound POWTS with Interprative Determination approval. Recommended infiltrative surface elev. to be 100.00' at 30" above 97.50' contour. 1❑ Boring # ❑ Boring ® Pit Ground surface elev. 97.55 ft. Depth to limiting factor 9" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr313 none sil 2fgr mvfr cw 1vf,f 0.6 0.8 2 9-15 10yr3/6 f2d 7.5yr5/8 sicl 2fsbk mfr gw 1 v,f 0.4 0.6 3 15-25 10yr4/4 m1 d 5yr4/6 sicl 2fsbk mfi gw 1 of 0.2 0.3 4 25-32 5yr5/3 map 5yr 4/6 sic Om mfi - 0.0 0.0 Boring # ❑ Boring ® Pit Ground surface elev. 95.84 ft. Depth to limiting factor 12" in. Soil Application Rate Horizon T Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none sil 2fgr mvfr cs 1 vf,f,m 0.6 0.8 2 9-12 10yr413 none sicl 2fsbk mfr gw 1 of 0.4 0.6 3 12-15 7.5yr4/4 f2d 7.5yr5/8 sicl 1 msbk mfi cw 1 of 0.2 0.3 4 15-27 7.5yr4/4 f2f7.5yrS/8 scl 1msbk mfi gw - 0.2 0.3 5 27-41 5y5/2 map 5yr4/6 sicl Om mfi 0.0 0.0 * Effluent #1 = BOD, > 30:5 220 m and TSS >,30 150 m /L flue #2 = BOD, > 30 220 m /L and TSS > 30:5 150 m /L CST Name (Please Print) Signa re CST Number James K. Thompson 30021 Address ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020-5413 March 29, 2016 715) 248-7767 SBD-8330 (R04115) 37 Boring # ❑ Boring ® Pit Ground surface elev. 95.69 ft. Depth to limiting factor 14" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 1vf,f,m 0.6 0.8 2 10-14 10yr4/4 none sil 2fsbk mvfr cw 1vf,f,m 0.6 0.8 3 14-21 10yr4/4 cl d 7.5yr4/4 sicl 2fsbk mfr gw 1 of 0.4 0.6 4 21-32 5y5/2 m3p 5yr4/6 sicl Om mfi - 0.0 0.0 ❑ Boring 4❑ Boring # ® Pit Ground surface elev. 95.73 ft. Depth to limiting factor 8" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 none sil 2fgr mvfr cs mvf,1f, 0.6 0.8 2 8-16 10yr5/4 m2d 7.5yr5/8 Ivfs Osg ml gw 1 of 0.4 0.6 3 16-24 10yr4/4 m3p 7.5yr5/8 sicl 1csbk mfi 0.2 0.3 24+ saturated flow 5❑ Boring # ❑ Boring ® Pit Ground surface elev. 95.90 ft. Depth to limiting factor 9" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/3 none sil 2fgr mvfr cs lvf,f,m 0.6 0.8 2 7-9 10yr4/3 none sil 2fsbk mvfr cw 1 vf,f 0.6 0.8 3 9-15 10yr4/6 elf 7.5yr5/8 sicl 2fsbk mfr gw 1 vf,f 0.4 0.6 4 15-22 10yr4/6 m1 d 7.5yr4/6 sic] 1 fsbk mfr aw 1 of 0.2 0.3 5 22-31 5y5/2 m2p 7.5yr5/8 sic om mfi - 0.0 0.0 31+ saturated flow * Effluent #1 = BOD, > 30 220 mg/L and TSS > 30:5 150 mg/L * Effluent #2 = BOD, > 30!5 220 mg/L and TSS > 30 150 mg/L ❑ Boring Boring # ® Pit Ground surface elev. 95.69 ft. Depth to limiting factor 14" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 1Oyr3/3 none sil 2fgr mvfr cs 1vf,f,m 0.6 0.8 2 10-14 1Oyr4/4 none sil 2fsbk mvfr cw 1vf,f,m 0.6 0.8 3 14-21 1 Oyr4/4 c1 d 7.5yr4/4 sicl 2fsbk mfr gw 1 of 0.4 0.6 4 21-32 5y5/2 m3p 5yr4/6 sicl Om mfi - 0.0 0.0 ❑ Boring Boring # ® Pit Ground surface elev. 95.73 ft. Depth to limiting factor 8" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 2vf,1 f 1 0-8 1Oyr3/3 none sil 2fgr mvfr cs m 0.6 0.8 2 8-16 1 Oyr5/4 m2d 7.5yr5/8 Ivfs Osg ml gw 1 of 0.4 0.6 3 16-24 1Oyr4/4 m3p 7.5yr5/8 sicl 1csbk mfi - - 0.2 0.3 24+ saturated flow ❑ Boring # ❑ Boring ® Pit Ground surface elev. 95.90 ft. Depth to limiting factor 9" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 1 Oyr3/3 none sil 2fgr mvfr cs 1 vf,f,m 0.6 0.8 2 7-9 1 Oyr4/3 none sil 2fsbk mvfr cw 1 vf,f 0.6 0.8 3 9-15 1Oyr4/6 c1f7.5yr5/8 sic] 2fsbk mfr gw 1vf,f 0.4 0.6 4 15-22 1 Oyr4/6 ml d 7.5yr4/6 sicl 1 fsbk mfr aw 1 of 0.2 0.3 5 22-31 5y5/2 m2p 7.5yr5/8 sic om mfi - 0.0 0.0 31+ saturated flow * Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30:5 150 mg/L * Effluent #2 = BOD, > 30!5 220 mg/L and TSS > 30 5 150 mg/L • ❑ Boring ❑ Boring # ® Pit Ground surface elev. 95.82 ft. Depth to limiting factor 9" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr4/3 none sil 2fgr mvfr cs lvf,fm 0.6 0.8 2 8-9 10yr4/4 none sicl 1 msbk mfr cw 1 vf,fm 0.2 0.3 3 9-18 10yr4/4 cl d 7.5yr5/8 sicl icsbk mfr cw 1 of 0.2 0.3 4 18-25 7.5yr4/4 map 7.5yr5/8 sl Om mfr 0.2 0.6 25+ saturated flow ❑ Boring El Boring # ®Pit Ground surface elev. 97.37 ft. Depth to limiting factor 15" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10ry3/3 none sil 2fgr mvfr cs 2vf1 fm 0.6 0.8 2 8-15 10ry4/4 none sicl 2sbk mfr cw 1 vf,f,m 0.4 0.6 3 15-22 10yr4/4 f2f 7.5yr5/8 sic] 1 fsbk mfr cw 1 vf,f 0.2 0.3 4 22-30 10yr5/4 f2d 7.5yr5/8 sic 1 fsbk mfr 0.0 0.0 30+ saturated flow ❑ Boring ❑ Boring # ® Pit Ground surface elev. 98.10 ft. Depth to limiting factor 16" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 1 vf,fm 0.6 0.8 2 10-16 10yr4/4 none sicl 2fsbk mfr cw 1 vf,f 0.4 0.6 3 16-20 10yr4/4 f2f 7.5yr4/6 sicl 2fsbk mfr cw 1 of 0.4 0.6 4 20-28 7.5yr416 f2f 10yr6/2 sl Om mfr 0.2 0.6 28+ saturated flow * Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30:s 150 mg/L Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30:5 150 mg/L Boring # ❑ Boring ® Pit Ground surface elev. 98.03 ft. Depth to limiting factor 10" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 1 vf,fm 0.6 0.8 2 10-16 10yr3/6 f2f 7.5yr5/8 sicl 2fsbk mfr cw 1 vf,f 0.4 0.6 3 16-22 10yr4/4 m1 d 7.5yr5/8 sicl 2fsbk mfr cw 1 of 0.4 0.6 4 22-30 10yr5/2 m3p 7.5yr5/8 sic Om mfr 0.0 0.0 30+ saturated flow ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 0.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30:5 220 mg/L and TSS > 30:s 150 mg/L * Effluent #2 = BOD, > 30!5 220 mg/L and TSS > 30:5 150 mg/L ■ So, % e d~ lug ~ NAEx,s~n~~~~e lei Gam/ ~ , ~v ~e ``,2 s/39 C(J'/~, C1 rr7 ~ T ~r1,~/ Q~Owrn a n ~OrJ~. 670 German Ciz` ,~u~ o~ Mite / Lot 3! /~/a~OFCa~t~n cod ~KZC /l ea~e.s~ /J~ n - r 7: 28A.~ ~ /9cJ, /n. off' ~rOf! ~~Q✓,%r cJcoded d L3~uS~ C~oik~o. C-J~~ qB.o~ /-~c% ~OS~D-/3.25-~/-tt~ ' Lo ~ {o + / 6e 13. SSa C,-es East/ot-~'o i B j / i h~ enc~ rrt~~ 0 3 "S~. 89~ ~ 67 82 0 ~ ~l~µ~~l~ / ~ 95. l~3 ~ , ~ 9y.a, !IV ~ ~ ~ ~~3'~Pe 83 ~ ~ ' 3~ BS r ProdL~5~ Je d `Pe S, Cie /I C~ DIVISION OF INDUSTRY SERVICES ` 10541 N RANCH RD ,Pj- F TO HAYWARD WI 54843-6462 Contact Through Relay services l http:/Idsps.wi.gov/programs/industry SR I~ www.wisconsin.gov 7 S r 1 Scott Walker, Governor Dave Ross, Secretary July 05, 2016 CUST ID No. 30021 ATTN. POWTS Building Inspector JAMES K THOMPSON ZONING OFFICE ACE SOIL & SITE. EVALUATIONS ST CROIX COUNTY SPIA 340 PAULSEN LAKE LN 1101 CARMICHAEL RD OSCEOLA WI 54020-5413 HUDSON WI 54016-7708 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 07/05/2018 Transaction ID No. 2730792 Site ID No. 825935 SITE: Please refer to both identification numbers, William and Jennifer Bowman 507 German Ct above, in all correspondence with the agency. Town of Troy St Croix County C0 NE1/4, NW1/4, S1, T29N, R19W PPID Lot: 31, FOR: DEPT OF SAFETY AND Object Type: Soil Saturation Determination Regulated Object ID No.: 1610394 DIVISION OF 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(1.0), Wisconsin Statutes, is responsible for compliance withal] code requirements. Only those objec types listed above have been approved; other submittals such as plumbing and those listed below under Also Submit, may also be required. SEE CO The following conditions shall be met: • Approval is hereby granted to use a. limiting depth to zone of saturation of 9 inches, as determined in the Interpretive Determination Report by Jim Thompson, CST, dated 06-21-2016. The CST's report was submitted in accordance with section SPS 385.60(2), Wis. Adm. Code. All soil absorption components shall be in accordance with chapter SPS 383, Wis. Adm. Code. • Soil conditions at this site require a linear loading rate not to exceed 6.0 gal,/linft/day and a basal loading rate not to exceed 0.6 gal./sq.ft./day. • Soil permeability could be impaired by compaction in the tested area; therefore, the proposed system area must be protected from compaction prior to system installation; it is very important that site preparation and plowing be performed when the soil is sufficiently dry. • This approval is limited to the tested area described by Jim Thompson, CST, as part. of this referenced Interpretive Report. This report may not be applied to any other portion of the subject parcel or to other parcels. Reminders The decision on the Interpretive Determination Report does not have an expiration date. A full size 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. JAMES K THOMPSON, Paee 2 7/5/2016 Sincerely, Fee Required $ 240.00 - Fee Received $ 240.00 Balance Due $ 0.00 Edwin A Taylor Wastewater Specialist, Division of I stry Services . WiSMART code: 7633 (715)634-3484 , Monday - Friday 8:00 am To 4:30 pm edwin.taylor@wisconsin.gov Interpretive Soil Determination Report 97 p 216 CE.0 Project Name: Bowman Interpretive Soil Determination - 4 Bedroom Mound Owners Name: William & Jennifer Bowman Owner's address: 233 Woodview Tr., Hudson, WI 54016 Site address: 570 German Crt., Hudson, WI 54016 Project Location: Subdivision: Cottonwood South 1st Addition L,YAL Legal Description: NEY.NW%, Sec. 01, T.28N., R, 19W., Town of Troy, St. Croix Co., Wl. AD )FESSIC)NA. Parcel ID 040-1324-31-000 STRY SERVICES Page 1 Introduction, Project information & Geomorphology Page 2 Local Hydrollogy & Field observations Page 3 Supporting Data "N Page 4 Aerial photo of subject property „ Page 5 Topograhic map Page 6 USDA SCS Soil Series Map Page 7 USDA SCS Soil Series Description Page 8 National Weather Service Average Annual Precipitation Map Attachments: Soil Evaluation Report Mater PI er Res 'cted Service: James K. Thompson, DSPS Credential 021 Signature: s Date: 1-71 Page 1 of 8 Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01f01) A+0" Interpretive Determination Report William & Jennifer Bowman Property Introduction A Soil & Site Evaluation of this site was completed by James K. Thompson, Dept. of Safety Professional Services Credential #30021 on November 15°i, 2016 . The purpose to determine the suitability of the site to accommodate a replacement Onsite Wastewater Treatment System (POWTS) to sen e an existing residence located on the propert<. The existing parcel contains approximately 40 acres, primarily consisting of productive and falloNN agricultural land. The results of the evaluation indicated that soil suitability is uniform throughout the site. with suitaIW~ depths of soil ranging from 9" - 16" (A+O,. to A-+-3"). An onsite soils verification was not deemccl necessan by Ed Taylor, Dep't. of Safety & Professional Services Wastewater Specialist. Project information: The proposed mound site is located in file northwest corner of the NE'/NW'/. Sec. lit. T.38N. R. 19W.. 'I ft. of Tro}. St. Croix County. Wl.. lying approximately 1,300' south of the center line of Schwalen Dr. and 500' west of the cast propert\ line. The site has been in agricultural production for scvcral years - Methods Soil color. texture, consistence. and Redoxiniorphic features have been evaluated and recorded on the attached Soil & Site Evaluation Report in accordance with Chapter SPS 385.60(2). Wisc. Administrati\ C Codc. The initial field investigation of fhe site included evaluation Of 9 soil pits. One-foot contour inter als were determined within and surrounding the proposed system location by collecting rod and transit elevations at all soil pits and at 10' grid intervals throughout the proposed sN stem area. Additional elevations and horizontal measurements were taken as needed to identify landscape position and determine separation distances front dominant landscape forms. Local Geoloin St. Croix County is underlain by Prairie du Chien limestone and St. Peter sandstone. which is overlain with glacial till. forming the principal soil parent material. A search of Department of Natural Resources Well Drilling Reports filed for wells constructed within the geographic region indicated soil depths of 48'- 6 t overlying sand stone and Dolomitic limestone. Static ground water aquifer levels %vere found at 140'- 205' below grade. Geomorpholot,,s Parent Material. the U.S.G.S. Soil Sunev Manual maps the site as Santiago silt loath. houyever the parent material of this site is consistent uy ith Derinda silt loam, consisting of silly sediment over olive green colored silty claN weathered from shale. Derinda soils are moderately well drained and are located on gcntly sloping sites on shale uplands. Landscape position: The tested area is positioned on the shoulder slope of a glacial ground moraine at a nominal Mean Sea Leycl (MSL) elevation of 1090'. The moraine extends gradually upslope to the south - southeast to a nominal elevation of 1100' MSL. The proposed system contour ties approximately 10' in elevation below a uniform, complex summit slope located 400' south east of the site 'The moraine extends downslope from the tested area in a north - northwesterly direction approximatcl. 1300' to a toe slope haying a nominal elevation of 1040' MSL. Slope and Aspect: The contour within and adjacent to the proposed system area is linear convex, with a slope shape that is linear along the vertical contour and convex along tlic horizontal contour. The ground slope is consistent at 3'/4°/, - 33/4% with a northwest aspect of 345°. Local HNdrolo>jv: Surface Water Drainage: Surface water drainage is uniform throughout the proposed system footprint and 1 the surrounding area within 150' of the system area. The simple linear convex slope throughout the tested area disperses surface water flow away from the proposed system area. Subsurface Water Drainage: The A and B horizons consist of moderately structured silt loam providing good infiltration potential. When combined with the uniform 3'/4°/0 - 33/4% slope across the proposed system area, this site should provide good lateral subsurface water flow. Soil Saturation: Soil pits were evaluated throughout this property during the month of November, 2015. Soil pits were evaluated to depths ranging from 2=4" - 41" with redoximorphic concentrations observed from 9" - 16". Saturated flows were encountered from 25" - 30" in most soil pits during the November 2015 evaluation. Field Observations: Soil Morphology: The soils within the proposed system area were found to be consistent Nvitli the Derinda mapping unit as shown in the U.S.G.S. Soil Survev of St. Croix County, Wisconsin. Moderately structured silt loans were observed ranging to a depth of b" - 10" with moderately structured silty clays below ranging from 9" - 22". Redoximorphic Features: Redoximorphic features were not observed within the A horizon of any of the soil profiles, with all profiles displaying redoximorphic features at greater than or equal to A+0". No evidence of prolonged saturation was observed withm the upper 6" of the A horizon. Redoximorphic concentrations were observed as Fe oxide concentrations within the upper portion of the B horizon and throughout the C horizon. Redoximorphic depletions were observed within the lower portion of the B horizon and throughout the C horizon. Hvdric Soils: The soils at this site do not meet the necessary criteria to be categorized as hydric soils. Government Reports: Ed Taylor, Wisconsin Department of Safety & Professional Services Wastewater Specialist, was consulted by phone in May of 2016, auld conveyed a belief that an onsite verification was not necessary. Conclusions and Recommendations: Conclusion: No redoximorphic features were observed within the A horizon of amv of the evaluated soil profiles, and indicate that the highest level of saturation is found at greater than 6" below surface elevation. The lack of hydric soils indicate that the site is likely saturated for less than 5% of the growing season. This, coupled with the lack of redoximorphic depletions in the upper horizons and the strong matrix colors displayed throughout the soil profiles, indicate limited saturation within these soils. The redoximorphic features observed are likely a result of short-tern seasonal saturation. The moderately structured silt loam soils in the A horizon and upper part of the B horizon will accommodate the infiltration and dispersal of applied wastewater from the POWTS and will allow treated effluent to be assimilated into the subsurface soils. The simple linear convex slope will accommodate uniform dispersal of both naturally occurring surface water and applied wastewater away from the site. Seasonally saturated conditions do not occur within the upper 9" of the soil profile as evidenced by the lack of redoximorphic features. The site has a minimum of 6" of unsaturated in situ soil for treatment and dispersal of treated wastewater effluent and is therefore suitable for a mound POWTS as allowed by SPS 383.4=1(3)(6)1. Recommendations: 1.) The mound dispersal cell should be constructed on the 102.00' contour in a convex linear shape as indicated on the Soil & Site Evaluation Report. The dispersal cell should be designed and installed using as much of the available contour length as possible - approximately 100.0'. 2 f 2.) Thirt} inches (30") of ASTM-C33 sand fill shall be placed beneath the upper edge of the dispersal cell. 3.) The linear loading rate for application of septic tank effluent should be 4.5 gpd/lincar ft. or less and the basal area application rate should not exceed 0.20 gpd/sq. ft. 4.) The mound shall be constructed to divert surface water around and away from the mound. A surface water diversion trench should be constructed at approximately 10' wide extending between 10' - 20' upslope of the mound site. Additional fill should also be added directly upslope of the upper toe of the mound and tapered into the diversion trench and graded to direct surface water around acid may from the mound area. 5.) The mound shall be constructed in accordance with Dept. of Commerce regulations and recommendations including the removal of all vegetation from the site prior to site preparation. 6.) The site should be chisel plowed to a minimum depth of 12". Final authority for approval of a POWTS mound on this site lies NNith the appropriate regulatory authorities- the Wisconsin Dep't of Safety & Professional Services and the St. Croix County Zoning Dept. This report and its observations. recommendations and conclusions are the professional opinion of James K. Thomps, , Referenc.~ Soil Survey of St. Cro1.S Count., A ~isconsiii. juk 11) Unitcd States DclrirUn,.nt J1 '~"ri, Lill tH~II >0 11 Conservation Service in cooperation with Research Division of the College of Agriculture and Lilc Sciences University of Wisconsin. Department of Safety & Professional Services Chapters SPS 383 and 385, Wisconsin Administrative Code Field Indicators of Hvdric Soils in the United States. 1996. G.W. Hurt, Whited, P.M._ and Pringle, R.F. United States Department of Agricultural, Natural Resources Conservation Service. Fort Worth Texas. Hydric Soil List for St. Croix County, Wisconsin. United States Department of Agricultural, Natural Resources Conservation Service. ftp://ftp.se.sc.egov.tisda.gov/Nvi/soil/hyd/hydIO91itiii Field Book for Describing and Sampling Soils. Version 2.0. 2002. Schoeneberger. P.J.. Wysocki. D.. Benham, E.C., and Broderson. W.D. (editors) 2002. Natural Resources Conservation Service. National Soil Survey Center, Lincoln, NE. U S. Geological Survey. Topographic Map download, littp://www.terrasen,cr.mierosoft.com Wisconsin Department of Natural Resources. Well Construction Reports, http://prodnuex00.dnr.state.wi.us Ground Water Resources and Geology of St. Croix County. Wisconsin. 1976. Barman. R G_ & Trotta_ L.C.