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HomeMy WebLinkAbout030-2126-10-000 ',^ig;:crsn000aynen-c'Cc^•°': n'0 PRIVATE SEWAGE SYSTEM f'o:.rty. St. Croix Safe:-; and Ruiln mg Siv sar INSPECTION REPORT Sanitary Permit No GENERAL INFORMATION (ATTACH TO PERM( 1) 605077 SlatnP.,n I;nc Pere;:-o~ :fur... atic- j'a, p•a'::nu may he sec for =.eru':Ja:y Pcrpos.er. Il'rr,jC, Law, s 1s'_4 i 1'dm:I 31 1 071.3 i Doule Val- c:tY e p.,,,_ i::xv,_: cken dorf Construction Inc TOWN OF SAINT JOSEPH 030-2126-10-000 Co PhlF FT T ilev BLf Desnriri an S:ntCn.Haar+RangerMaa No _ /o a~ C~Iv 25.30.20.1025 TANK INFORMATION ELEVATION DATA -7 14, 7 TYPE MANUFACTUR-Fjt CAPACITY STATION BS I FS ELEV. Sep: c 4 Benchmark IJ es~.t r /zoo /3• o //3 /~a Dosing 1 S / 1100 AIL 6I0 Gew..1eo tcol' 8ldg. Sower F-11 JA ~ CAF 9•Z ias.g tloidnl9 _ - ShHtInle: SLHt Outlet TANK SETBACK INFORMATION TANK 10 PSI bVLLL BLDG 'vem CO ~.•tntarc• ROAD Dl Intel Sep4.r. t 1 I Lj DI Haltom l`~V - v 1~ ~9 I Q.~~ Dos•ly I leade.-1Aan S s (b~.3z Aeration - I hst. Poe g•g o~.3~ Holding - Rcl. System .IaO I~•5~ PUMP/SIPHON INFORMATION Frial Grade Idarufact:rfe, Demand S: Cover d GPId L>r-Y ~.°`r+( I U.UO I ~(t,. l~- Mo:tel Number Lf 1 24 14(0 ~r ~ a 5 ~e S. ro TDI I 1-4k 3 Fnclicn Loses _ System fie d TDH R 1~ X1.55 13. Li 3 lolrcrnam length I Da.1° C=1 t I SOIL ABSORPTION SYSTEM RFDRRFNCH V--t- I -en;II'i Na. PIT DIMENSIONS NC Cf nits Irsiue Ca Linuin D-p-h DIMENSIONS e - SETBACK SYS IFN9 TO Pit BLDG WE I_I IAKE:STREAIv1 LEACHING Man.lactms. ' INFORMATION CHAMBER OR rG O`S'yS f- UNIT a•f r-` I Ivlc:fe Number. I R DISTRIBUTION SYSTEM f J1J W HeaOen'1: ar dpirl 7c: r notion a Hale Size x H _ Sri, -,j Ven A, Inta•.,• Lurg:h Dia~ I ru I O 3 ~ • C'cmg 3.33 C 5 [9 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth O'er Oerl Aver xxl?e:~P: xx Sccduc I 'Snedcu a Mirrheo- :,QI::I(ellf" (•~•!'tr:i Rea: In "Cl. Edges 11CSC - I r- Vey W. li VPG I No COMMENTS: tlncibde code disc:eccrcles persons present. etc. t Irsoec:iondt: 7/2-4/1 8 Inspection 42. FA 7//g Location: :3-1!1 BIRCH PARK RD n I 0 ~ I.) All Btvt Desorption = ~44§rcvv~ Y"~~L ~C~ ' I X11 2.t Bldg sewer Iergtn - Y.U l /a~•,J -amount of cover= `/aµcT I Plan revision Required? Yes No Use other side for addibona informaUCn. Dxe InSeldof's S 3.,. \ ~ is Nj. SBC-Cij: iR' 1W Safety and Bu:ld,ngs Division CIS 1 9 ZOt~ 201 W. Washington Ave.. P.O. Box 7162 mlary Pe:nul N.aaber lto be i tlcd in h> Cu.) ~pg~ i ~t~lti ti Madison. WI 63707-7162 S4Ce Transaction Namtcr SS-a nitar Permit Applicz tion• G -3/ /C 71 1.4 T. e . vrnmcnld unit _ 1 a c:I-nrr »~th ~1~ i,i II' 11'i Adm t ds uFr 11p e t 11 is s rcyuir ' n t brtining I mna.. par I Note App ie I m.s I I ,n e1ancJ PIPPIS are s..bnuttul to Project Address llfditfcrau than maaineb rRD the Ucp C:rlc I Salety acJ f r unlal Scr t I son ul. maCOr . p:n•'Idc may tx used for sccundan/ ur r cs n u. i i:.nu with the f ue.ac.,r v 1 fl.;; l p:m l ma, c, ?+~RRf J 1. Appli-anon Information - Please Print All Information I opei D; Ownct' None - Pu el d l 3 v- Z+z>o- a- oc L'.. P.nxm' Lut-alma • ` .7 i -x Prows-, Uwna's Alac:ng Addles l Jr J0. PU. +~s~ 5 L L Govt. Lo: [ 1. S(,I ( / Zip Codc Phone Number '/~7 ' 641'(~PA CC _?-7~z~ J~-ZT D"72Z/ 3-.:)- 5;kunc C L, I L N K1~ L uC ypc of Building (check all that apply) I In ' / 11. S 'f ubJms;on Name ✓ r2 I amily Dwe!I.n_;- Nu¢bcr of Rcdrooms Z j O"1 Blukd Q,tR~If F.42,;✓ r ❑ PuMsiC'ommelcial - Describe Use 4- ❑ Gry of t W " CSA'I Vum~a ❑ A'iaagc of ❑ Sw[<Ossncd - Uescrita l'sc [~Tn\vn of ~ if 1111., F1wcJaonly one box on line \ Complete line B if applicable)_ Vcs. System a K •placcmrnl Silt".). ❑ lwalmco If Ids C U..,k I:q~law;vrnl I1' CI U_.cr MI-II&catWn to 6sIS1 ns Syslvm (expia:n1 i I.ISt Previous Pernf Numtxr and Date 1,,.,.d & C1 IV un Rl news: U Pr:nut Revision ❑ C'hange ol'Phclnba ❑ Pernut'lmmfrr hi New - - ^ f Below Apra Owner hc[ _ V~[yj/'_(Q/_ J U p IV. Tempe of l'ON%'TS SastenuC'omprment(Dev'ice: _ Check all iha ❑ h-r-I ssurrn ' .u C,IOUn ❑ Prrs> nr J In-Ground U At d,- 1 •]1owJ la in of sociable soil hto Id - ?a .n. I abic soltUY a~D~. P Chedlll ❑ Ilold n" 1 sik ❑ - )Oxf Diipccwl Con -n -ct (explain) h]nl DW 'uC (explain' Dkpmalif reatnicild! \na Information: Ik.InNcpol /.lsl:,n4i11(plicrtlt Kattt Utspersal Area Kcyuircd '1) Drsfrrss AT"P-pv<edis l) Systcrn Lleuahon ~,~z✓ . SGT G y N I Tank Info ( pacm' in T na ' of \I I will cr = C Gallons Gzllons I:nits y E J v ~ SrnTarks y.vietlna'fonk< ~F-~(/ -Aak a ° .JS - Z S,,: H .drop Tank 2c z; _ c 2,) I_ r - - X' 11. Responsibility Statement- 1, the undersigned, asvmw Iespomibilrty fur installation of it,, P0xF 1'S SIio n on the aI1I,h,,d plans. PI> nher s S.gr-j:,, MP.,I1W*Numbcl R._smcas Phone Number _mtKC s Nacic iPrmtj Plw Z4 V s ~u cc C I Stale. "Lip Ca1el PI un,o<r's A dte s;JU CCCC A'I IL Cu_ unlx llci trtmcnt I sc Oniv - D-ate Bsu<d 7w,ir, n r n Ignatal / ]let ma Fie 1-7//7//e> S It D• w ~ ❑fh.ner lyvnnleue: al1 1\. (.undibons I rn sa ictsns for Disapproval C L 3) Cond~~o/n~ ~lI ;ti L- - 2aI S o3 air f~ s / I• E/vrW CO/+/'v'I rl/v /t f~a{1!r^vr erNtwRdWvaL,G.a'nq Mre_g5. WI t~TrI YS ~u2 m per ,flat aywerft. Clan ry'o acted L'. '.`P; 2. At RC013nk r.^ RIY,S RMY.it L1. ` . Un Lt f ~1 ' f II 1.._ 1L._ - M f c to <oviplete p nn (ur'Ihe sptrm and xummri the County only on Duper not lcs than a L] a I I incher m Wad Qeknfr'at end 'D 'P Cc WiJi~l / ~WI iS perm 4 l Mond 1(PII Dma ,99 111) -b mvotd ~I( t jajfPd„ S) ~Pvefdptr - provfdr neW Y~ur~uDww tv/ Ma~~kn«~ ii se nU, DIVISION OF INDUSTRY SERVICFS 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-521'. QS Contact Through Reiay P~ bttp Ptlsps. v:igov.'prcytamsindcstry-servuxs ve v wisconsia goy Scott Walker, Governor Laura Gutierrez, Secretary June I120Is CUS1 ID\o. 32-18+3 .171A. P0 It /:SGr.:7a,Pw MARY JO HUPPLR I /ONING OH ICL I IOI.LISTFRS SOII.'I LS1 ING & DLSIGN S I C (LOIN COLN I Y SPIA 2849' KING ARTIIURS 1101 CARMICHALL RD DANBURY \4'1 54830 HUDSON %kJ 51016-7708 CONDITIONAL APPROVAL PLAN APPRO\ AI. EX13111ES: 116;13121120 Identification Numbers 'T'ransaction TD No. 3110713 SITE: Site ID No. 849954 _ DockendorfCoustruction Please refer 1u both identification numbers. 1348 Birch Park Kd above, in all corres ondenee with the agency. T own of Saint Joseph St C Yois County SLI'4. S25, 130N, Rt 0\k FOR: Description: Residential .Mound-\es+ Construction Object Type: POWTS Component Manual Re ulaied Ohiccl ID No.: 1779589 Maintenance required: 600 GPD Flow rte: 26 in Soil minimum depth to limiting Iitcwr from original trade: Systemtsl: Mound Component Manual - Ver. 2.0, SBD-10691-P (N.01 01, R. 10!12): FJlluent I iller l he Submittal described above has been reviewed for confonriance with applicable Wisconsin Administrative Codes turd Wisconsin Statutes. the submittal Ira; been CONDI I ZONALLY APPROV'I.1). 1 his system is to be constructed and located in accordance with the enclosed approved plans and with any component manualfs) referenced above. The owner. as defined in chapter 101.01(10), \4`iscunsin Sl ILITes, is responsible for compliance with all code requirements. No person nlay engage in or work at plumbing in the state unless licensed to do so be the Department per s.145.06. stall. I he following conditions shall be mcl during construction or installation and prior to Occupancy or use: Key Items- POW7 S Desion Approval • This svslem is to be constructed and located in accordance with the appro oed plans, the "Mound Component Maunnd for Private Onsite Wastewater Svstenis Version 2.0" S13D-10691-P(N.01!01) and the "Pressure Distribution. Component Manual kir Private Onsite %k astcwatcr treatment Systems Version ' 0" SBD-1070641 01 011, Coh • Fence off dispersal area prior and during construction to protect and avoid disturbance, compaction and use of the site. n F•T • Wilh new construction, it is recommended not to achk ale the pump in the dose tank until the tanks are _ P 0 , pumped prior to homeowner occupancy. a A 110 O • Wastewater generated from contractors cleaning of equipment and tools and:or left over construction products shall nut be discharged into the drains discharging to the private onsile wastewater treatment system (110\% TS). Waste generated shall be properly disposed of ou-site or off site. I • .Any tall grasses, leaves and shrubs :hall he cut short and removed prior to tilling the surface for installation tt ,SEE CO prevent marring under the dispersal area. • Prior to construction of the dispersal area, check the moisture content of the ,oil to a depth of S inches. Smearing and compactin y ofN%et soil N% ill re~uh in reducim, the infiltration capacih of the soil. Proper soil moiaure content can he detennined by rolling a soil sample hetweat the hands. If it rolls into a 14- inch wire, the site is tut) wct to prepare. If it crumbles. site preparation can proceed. 11 the site is too wet to prepare- do not proceed until it dries. • Provide surface water diversion around the treatment tanks and mound dispersal component. • The owner is responsible for the operation and maintenance of the prisate onsite waste\vater treatment system (POWTSi in accordance with SPS 38; and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except lit nnpcct:,m. eval.nuion.:neinwn,mc: or s,nicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manuai and Of owner's manual for the POW+TS described in this approval. • Provide a copy of (toe approved POWTS plans and this letter to the owner. 1 copy of the approved plans. specilicatiots 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 life state or the local municipalit\ shall be obtained prior to commencement of co:structionlinstallation `operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making. them necessar\ for code compliance. As per state stats 101.13(' twthing in this rev iew shall relieve the designer of the respunsihilit\ fur designing a sale building, structure. ur component. Inquiries concerning this correspondence may be made to fine al the telephone number listed below- or at the address kill this letterhead. s 11 I he lboveIM ad esscc shall provide a copy of this letter and the POW I S management plan to the owner and any 01thets IOto art rc+(msiblc lit the installation. Operation or maintenance of the POW I S. ~l crely Fee Required S 350.00 1 his Amount Will Be Invoiced. 1 ~ When You Rccenr F hat Invoice. iI f UTA S Finger Please Include a Copy With Your POW 'I ti %Vaq ester S eci, i t . Division of lndu are Services Pavmcnt Submittal. ((308)`74-I 189, Mon-I" 'I'M a.m. - 1;I4; p.m. WiSMARTcode: 7633 mark.t inecrrriwi.eov cc: Edwin A Taclor, \\`astewater Specialist. (715) 634-3484, felon-fri. 8:00 A.M. --1:30 1'.M. Roger D Nelson . Nelson I'Iumbin_ (Plans Mailed To) MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name. DOCKENDORF CONSTRUCTION INC. Owner's Name (same) Owner's Address 3276 Fanum Rd., Suite 100 Vadrnas Heights MN 55110 Legal Description. SE 14 S25, T30N.. R20W Township: St. Joseph County: St. Croix Subdivision Name Plat of Birch Park Lot Number 21 Block Number: NA Parcel LD Number 030 - 2126 - 10 - 000 Plan Transaction No.: •`\\"~~1~?r.:!:^ttllfrf//,~' page 1 Index and title Page 2 Data entry F%e 3 Mound drawings PROVED t"DS~f,t? 'JP 4 Lateral and dose tank ^ PETY AND P39 5 System maintenance specifications 2Fr9 Z Pag# 6 Management and contingency plan SIC F S ',4 L1 c*i;,: Paq-p 7 Pump curve and specifications S P*e 8 Plot plan Designer: Mary Jo Huppert License Number 1859 - 007 Date: 05/19/18 Phone Number 715 - 426 - 1775 Signature: 0 x Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01!81) and Pressure Distribution Component Manual Ver. 2.0 S13D10706-P (N. 01/01) Version 7.0 (R 03/2012) Page 1 of 8 Mound and Pressure Distribution Component Design D-an7r: %Ncrk.sheet Site Information I H C; R Residential or Commercial Design r Note: Sand ftll (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) IL Table 38344-3 in-situ soil ireaXini fort 1.50 Peaking Factor (e g 1.5 = 150%) fecal coliform of 36 inches. 600 00 Design Flow (gpd) 13.00 Site Slope 105.67 Contour Line Elevation (ft) _ 26 00' Depth to Limiting Factor (in) T0.40I In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 60.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Pressure Disrbution Information network? Fnter Y or N i e Center or End Manifold 3 33 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point - - 0.156 Orifice Diameter (in) 3.50 Est ifrated Orifice Spacing (ft) = 11.76 ft2/orifice 2.00 Forcemain Diameter (in) 35.00', Forcemain Length (ft) Does the forcemain drain back? _J 93.00 Pump Tank Elevation (ft) Enter Y or N Enter Y or N 4.55 System Head (ft) x 1.3 0 Forcemain Drainback (gal) 13.10 Vertical Lift (ft) 55 97 5x Void Volume (gal) 0.58 Friction Loss (ft) 55.97 Minimum Dose Volume (gal) 0.00 In-line Filter Loss (ft) 27.46 System Demand (gpm) 18.22 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in dia options choice in. dia- options choice 0 75 125 x x 1.00 1 .50 x 1.25 x x 2.00 1.50 x 3.00 200 x 3.00 x Gallons/Inch Calculator :,_F lialri Treatment Tank Information Total Tank Capacity (gal) 1200 00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Manufacturer gal/in (enter result in cell 849) Dose Tank Information Effluent Filter Information 80600 Dose Tank Capacity (gal) Best Filter Manufacturer 22,24 Dose Tank Volume (gal/in) GF - 10 Filter Model Number Manufacturer Project. DOCKENDORF CONSTRUCTION INC Page 2 of 8 Mound Plan and Cross Section Views -T 1/108 ,i 064ervation Pipe J .111 K ' o u A i. IJ. - - II ~ - - L t-- Mound Component Dimensions A 10 00 It E 25.60 in H 1.00 ft K q7~~3 ft B 60.00 ft F 9.25 in 16.74 ft L. ft D 10.00 in G 0.50 ft J ft W ft 600 00 (ft) Dispersal Cell Area 1604 51 (ft) Basal Area Available 10 00 (gpdt) Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 108.27 (ft) ► - - H G 1 F 06 isper al Cell 10700 (ft) Lateral 15,0~ft)-► t F Dispe sf al Cell Q nvert Elevation D Q © E4]; 105.67 (ft) Contour Elevation 13 0 % Site Slope Shading Key v y- Geotextile Fabric Cover m a Dispersal Cell See lateral details on Topsoil Cap > a o 1.5 It Page 4 for number, size, Subsoil Cap o Q and spacing of laterals. ASTM C33 Sand v Z ~ l Laterals are equally I1 Tilled Layer 6 $ 0.5 ft Typical Lateral F spaced from the Aggregate a c I distribution cell's _ L-- J centerline in the 0 AA distribution cell (AxB) Project: DOCKENDORF CONSTRUCT ION INC Page 3 of 8 End Connection Lateral Layout Diagram - pm lxw aln ovw rAe A4[eimw.ac.r' •~TUrn- p r -no t' -u MWII vs W~or vlynou[yluy All IaNr+la arerWnrrc+I IFX-_-.1 1.rola AnlN4onrA. Ddr om of rA. I+uul aQUarly sD+c as Lotpr als B, IOrcOmaln Oh 40 Pvi r:.r`r Sp, TaLI= 38n 3Ub s i cnrn<mtin <onn.<non via r.. r<ro-. r~m+nnda ar w. ~ v Dom. in Lateral Diameter 1.25 in Orifice Spacing (X) It Number of Laterals 3 Orifice Diameter lift/sec Lateral Length (P) 58.56 ft Orifices per Lateral Lateral Spacing (S) 3,33 ft Orifice Densit Lateral Flow Rate y ft' /orifice 9.15 gpm Manifold Length ft System Flow Rate 27.46 gpm Manifold Diameter in Total Dynamic Head 18 22 ft Forcemain Velocity Dose Tank Information Locking cover with warning label and locking device and sealed watertight Flectlca! as per NEC 300 and SPS 316.300 WAC Disconnect 4 in. min t~ Tank component is properly vented F- Alternate outlet location Forcemain diameter Weiser Manufacturer 2 in Ca acit 800.00 Gallons - T Volume 22 24 gal/inch 1A Weep Dimension Inches Gallons T ho!o or anli - tt B siphon device A 20.55 45713 . B 2.00 44.48 C C 2,52 55.97 Pump off cl,vdton (it) D 10.90 242.42 93 91 Total 35.97 800.00 D Dose tank elevation (ft) 3" Bedding un er tank_ 93 00 Alarm Manuafacturer SJE Rhombus Note S,vdches Alarm Model Number Tank Alert AB containing mercury Pump Manufacturer Gould may not be used in Pump Model Number PE 41 this systern Pump Must Deliver 27.46 gpm at 18.22 ft TDH Project DOCKENDORF CONSTRUCTION INC Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Ulbncht Septic Service I Phone 715-703-8337 POW-TS Regulator's Name _St Croix County Zoning Phone 715-386-4680 System Flow and Load Parameters in Design Flow - Peak 600 gpd Maximum Influent Particle Size 1Mcfu1100mL Estimated Flow - Average 400 gpd Maximum BOD5 mg/L Septic Tank Capacity 1200 gal Maximum TSS mg/L Soil Absorption Component Size 600 ft' Maximum FOG rng/L Type of Wastewater Domestic Maximum Fecal Coliform Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once every 3 ears Alarm Should test month) Pressure System Laterals should be flushed and ressure tested eve 1.5 ears Mound Inspect for pondin and seepage once everyy~ears r 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 g_ Long Sweep 90 or Two 45 De ree bends Sarno Diameter as Lateral Project DOCKENDORF CONSTRUCTION INC Page 5 of 8 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 IN 01,l01), SSWMP Publication 9.6 (01181), and Pressure Distribution Component Manual Ver.2.0 SBO.10706 P (N. 01/01)) and local or stale rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump lank 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 cornpletion of service Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281 48, Stals. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet fitter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation, The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure, II the titer is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously- Intermittent fitter 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 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shat 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 such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verity proper operation. If an effkfent 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 pfovhde some protection from host 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 mg1L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODr, 30 mgfL TSS, 1D mg/L FOG, and 10° cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it n recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more Ifequent monitoring. Comindency Plan If the septic tank or any of its components become detective 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 wiling 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 he repaired or replaced in its present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dspersal mudia, aril 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. Pretreatrront Units The information and schedule of maremagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered pan of the overall management plan for this system Wastewater METERS FEET 40 PE51 MODELS: PE31, PE41, PE51 HP:.33, .40, .50 35 10 2 GPM 30/ PE41 'YL 1 h 4-j- 25 PE31 U z !£,<~20 p 7Df/ r-~-- J 15 6`1-x/ . r 10 5 - 0 0 0 10 20 30 40 50 60 70 GPM 80 v 0 5 10 15 ml/h CAPACITY PERFORMANCE RATINGS PE31 PE41 PE51 Total Head Total Head (feet of water) GPM GPM Total Head (feet of water) (feet of water) GVM S1 8 61 10 67 10 42 10 57 IS 59 IS 29 15 46 20 50 70 _ 16 7^. 33 7 i 39 2s 0 16 30 35 R viot Nan Page 8 of i5 PROPERTY OWNER: 1 - 40 FT. (except where noted) Legal Desuiption:- 1 rr+ I, PARK i✓'Iz of 7rm~ sw k 5 2 s Ca = badchoe pit T 30A1 R 2Dv✓ 'TOtu6i CAF `T 'SnS~/'H l~,=rfsa.;= , Sr CROIX COUNY tivlZ, fiNSu! - a -,7 r North o_ r~ o o . 0 Olt ~ ILY vxLL 01&ri ilJ~ ~ZS~FPOM gePTIC'SANti. w c4 J \ '^Fs al DON ~1 e ha ° &A `4 Teo Fy7gb AUN ~ cy ~`+sfe LL6 Site location: a,. N. ~T ;1 r~ ST. CROIX COUNTY Si PHC IANK MAINTENANCE AGRI-P41 `-1 AND OWNERSHIP CERTIFICATION 1 f1i O , t,,.nri 1in,ct {)du' I'L. @il T yr fG \latintw:\ddr 1 I Ij i+UJ ~f ',4 -41 _._-1•l• I'r,l•s•uv •\ddtr•a J f{ t\ rntir•mon tryumed hors 1'Imnum 1: Lon.ng Depurtmerof Iot ji-J. ,.n,.u !1 ; 01\ Parcel Identification Numbr, II VGAI- twsc'RIPTION Pnq+rrtc I o:;luott (j St kl' .I". tire. Z E 7?U N R_L L' I i i vv n r ! OS{~~ ~vl~ `til+dtetstott I7. r e yv _ t ('ertificd Sumer Map # _ , \ olunw r• Warranty Recd # \'rdumc Spec house scs Lot hncs,dentifiahle v it', S'um'MAINTENANCE AND OWNIER CERTIFICATION Improper use and nuuterunce of your septic system could result it, its premanuc failure to hAndle r 4-oc•. Ptolrr ntaurrnaoce consists of pumping out the Septic tairk every chi ee years or sooner. if needed. by a 1;served pimp <r t:,t . ; the s'strat can aticc-t the timcton of the septic tank as a treatment stage m the waste disposal ,i•acr, t twocr taint^rwr: I cspotuibi Intr. s are specified ht §Couun. S? 52f l) and in Chapter 12 - St Croix County Samt o Y t hduurtc': I'he property owner agrees to subtrut to St. Croix County Plamimg S Zoning Deparunent a ccrufieat:•.n lnrrn, a, owner and by a muster plwnber, doumcyrrun plumber, restricted plumber or a licetued pumper verifying that i I t the to: utr wastewater disposal system is in proper operating condition and or 12) after rupection and purnpmg hl ret:esvaryi, the 'a:.+ . less than 1. 3 full of sludge. I-we, the undersigned have read the above requremc m and agree to maintain the pnvaic scwags &.pptai ,yawn nth •t:•. standards set forth, herein, as set by the Deparunent of Conunarce and the Department of Natural kcsouraes, State +,t tu.•trr.;.•. Certification stating that your septic system has been maintained must be completed and retuned to the St. Cnax t nutty Fiana,i,p r, Zoning Department within 30 days of the three year expiration date. Uwe certify that all starentents on tf - rm are rue to the best of m5~ow knowledge 1. •+.e am zit- the nc:' •l:- property descnbed above, by virtue of a my deed retorted tin Regtstcr of Deeds C )Ifice ~J Number of bedrooms na_, ~Z4 lS~ SIGNATURE OF APPLI ANT(S) I) A'l I- "•Any information that is misrepresented may result in the sanitary penrat being revoked by the Plannrig K /f;niny, Dcpartr:c t: • ` Include wills dus application a recorded warranty deed from the Register of Deeds Office aril a copy of the cerutied -•ur. - y rr.a; reference is trade in the warranty deed. x r ,t t i r Map" y M1 LAJ ,SQ_lQ1 M,SI_6g LOS_ f •~Y • LAJ 77 L'j 1,,_.. to t F 38 e 8 9~ Cat 8 9 \ 4 61 e $ ~ w Q '140 ~M W ~ g U _ y Z ~ O W \ to O _ W 46 O W ~c E E 616 i So ydM gS'1~ F t fi I K+~ +s Nth s O c, f F ~ 8 *C1 3 WIN IQ I [ Niou NTI,L:m omj uca iai 0.i F L- i 13 El II El R CI_~ - jai w ®L it A ® LI.L F 71 I: 7=1 11 oHL, 11 - ® ® e .clligllA' xl 11 . I. r N LI li V.I 61 W 9ni• , Q )I}lV{t n} I~OI,LVJO'I.1:.1'•If(}8d xi [r~vo~n.l~r frricF~aa 0 !Y 1 : Imo' : r a ~ 1 ~ f 1 I I - I 7 I' I /:'-+r ~ Itar I , II I ' - I d V I s: a;c I I TKI(II41~)111 y G: CI~1`I'` \I~n FV VIII bl 7.1\il \Tl.i ! \ i A w A F ' ,r x ley Y iJ I5 ~I p ~ t~pi S r f ~ t ~ I •h i N _ o O a: \ y F ri. ` Lv. y i I ti d ^ V Iy I e~ i a i9lIII\ NMit I'll . L1 .,'LI I\ II HI LJ,ILS I Gtys' 4 \UI.LVJO'1011,1 YIU nll.IL\,I\\ii \a\\\>, ~ ..i. t.. ' 1 'r _ i - I e - t' m i bl o - y m Y 1 y ~-RJ ~ W I Yt . . it .LI i• . i 1' I - b .-try 1 c 9aEif a } i0. si.i ;r w ) 3 ~ e r t ' it „ I I I I v I ps• I IL I I r.; r ,3 , i II I, 3 . l:.Ea . I IS ~J ~ uul L..c S T. C R O IX C,U r urvun r an,. ;ni or rntrrror; ; N I Y i"O P 'Y he orrr,r ~Jernrr rerrre•rr; Community Development Department ume __lc :>oc<endorCdnsruc'.ion inr. 4.A Hale Ave N. Sure 'I 3C'i G;koale, MN ~,7?8 R; Land Use Permit Conditional Approval: File# LUP-2018-033 "rojec. Address. ' AS Birch Park Rd, riowtor W'I 40€, rroject ~or:aticn. SAS I30N.,R204\r; Town of S' Josepk Tr, 'uV`h-un I; Mav Concern. Community Developrnent ,iff have' r. e ve:; _h( _ar:1 I j, Psi- nit appiicatic- tr.r la i:. iis:uroar ;red U~r thart 10,000 se.. ft. or slopes I and v:surban , _ e stop, ?r ic, pursuant tc ttr e'd?rcl coninE; Ordinance, Chapter 17 Disturbance would include filling and grading, construction of a single family dwelling, driveway and Private Onsite 'Wastewater Treatment Svszem `PO%A'TS'; wi*.hin the Rural Residen[iai ?chine Dist-iC:. The reques has beer conon,onaily adprcved oared on the apolicatior submsswn anc :hc following findings • The property 's I_ot 21 ,;f :he Br: n Park Soodivesion. • All appiicabee SetoadKS nave beer !tilt and are rnaooed on :he zi'e Dian: ;he r?,aminF, wall 'b de=lne([ as a'i accessorv structure and shall be at leas; 5 feet from the property line. • L^osion and Sediment Cont-ol oians have oecn submitted ;hat meet Wisconsin Department of Natu-al Resources Storrnwater Management -echnica! Standards. Best Management Practices will impremented as heenec. be • Slope disturbance to 24.?9% is tc oc_ur; the Stormwater Managernent P> an meets the Chapter NR ; Suoci7apter III Non-Agrieuhura! Performance Standards. • "ne Private Onslte'-Xastewate' Treatmen, Svstcn 's ;o be installed per Chapter 12 of th<- St. G sea Counry Code of Ordinance.'.. asee or these findings. apprcva' of the Lana _,se Permit is subject to the following condition;:. pre-construction inspection -s repuired to ve-ifv the Erosion and Sediment control, be~a management practices have oeen installed as per site Dian. sensitive areas flagged which are not Le be disturbed. Arsa< tc be flagged m::iude Slopes greater t Win 25% that cannot be disturbed and the Private Onstc Watib'Water re,rtment System. '_.A tracking oar shall be installed prior to anv :and disturbance or constructor activities. 3.'-here must be a best management prac:rce placed above the retaining wall. such as a berm or sedim.,rt OF alone silt fencing to divert stormwater `rom ente-ing:he construction site. "70nf' i`F.j$6. 46,R ..oVe rp,mP'~; ~B11tPr y n^ - _ _ _ ..:rrmichae'-~oaC. ^ucsor.. Yi44C~,t, _ ~ J ST. C R O LX C. 1 nruuur+ utt! ,n/;n motor( UN"I-Y ~ R esou, ;,e Management i Community Development Department 4.C, mid-construction inspection is -uLii ec lortne instolla;ion o`!riv infilr,ltiDv Ld`,;n Corte: the w,.rlect"r ::-U schedule an Insne,-.lior. Croix coy lty ..,er-•,~ tht rgrit P;iuL ;a;:itiona , ` =dime.l, anc , sior : nu, of t lf'e x: be r;:allec, if four m_c'maw' Cue lc cite `,,peciil:. Concerrs in- tell' of oocumente(c in an 2_ Z)uilt sit- pia C. r post-construction inspection is required prior tc emovirlg :he -emporary sediment and erosion c:mtroi 'Tloasure% and it, vpr,fv vwaptatpVn coyer Please t-21i the i .cYe~ t.^ -~I1eu d'• • •lc a'm :nspe-..•,:uri, 7.11 ,he applicant-s resoonsibility to secure any other required locai. state or federal oermit;si and aaprova ;,r or to and disturbance ac-ivity. S ,(lure -o comprywith the terrn< or conditions aOOVC may result in the rPVpra:;pit O' tMs permit by-l,.- ZonirE i :inijnistrator pursuant to Chapter 17.71. S ~iP property owner shall execute and recorc an affidavit oPscribing the approved storm water rnamagemen- ar and maintenanc= reouirements with the County Register of Deeds within 30 davs after corstructior i<. eornoieted. -hit, aoorroval :s suotec: ,:d the concitions listen above; it does not allow for any additiona! construct("(, s7ruc-ores, or ouhaings aevonc: -tie limits of this request. Ycur information will remain on file at the Sc. C: oa ~.OUntl' !.iiml"lUnli\' DPVCIOpmeni Departme..nt suite. It Is 'your responsibility t, ensure complia ncc wim )rV other local, sate, ,x federal permitting and regulations. including Contacting thr-'-1wr cf and -hr Department of Naturai Resources to inquire if additional permissions are required T'lis permit is valid for one year, with the pessibiiity of uc to ,we f_; six-month _xtPns1or1r f l•v. applirart ~:abmits the appropriate permit extension fee and documentation to the Zoning 4d R lsu r>r G :)f -F. Lana Lse Permit placara snauid ae submitted to the incarl Buiiding Inspector for the town up"rt ppiicatior t_,• the building permit, The placara must or posted or the iob-rte and visibie from ouolic view. Please fee, fret i..^. COnta(' me war, any Qu(__itlon. Cr Concprr",;.', I air ^vplcdlh• c,vajldnle :`vlcn,,,- -rid i% fr,tnl °:.-JC a.m. - 5 x:;: p.l'n. Resp?c-fuli~+. N COIe ~-IaVc--!~`1 - ind Use Technician II gale Dod:ennort, JV:nr•rrA:;~nr cir+•En:_Df" iiO=Cpn. :Rrt. JKT 9T Z: - ~5^nh ahone . &..4 80 ✓UVeri m7P'I L°.•)r P LJ 7 r^ 7 . I i)I, ~R DC::, n' - _ aC°iill. ~Nf r SRC tG .1 _ I I B~RCH 5 ~1 : C : Jas ~ ~ r j r ~ ~ ~ • of Z . cnn. .mn,,_ 31RC- f'.4RK (_.CmLi:RiC' of S1II1".'1. 7D,-: du. t t c Fr:vn., .ir !~I'o -_10:11. (.rl I!:LI LI.:L1?i'. ~CIC. Wisconsin Department of Commerce SOIL EVALUATION REPOF Ct I page I of 3 Dtvis,on of Safety and Buitdrlgs in accordance with Comm 85. Wis. Aden Code t%ounlY St. Croix Attach complete site dart on paper not less than B V2 x 11 iAChes in size. Plan must include, but not limited to: vertical and homontal reference point (BM), direction and Parcel I.D. p O~O eroent slope, scale or dimensions, north arrow, and location and distance to nearest road, Please print all information. Re y Aida -C)a Personal intonnatwn you provide may W uaM for w.eoodary purpasca (Pnvacy Lan. S. 15.04 ;1) (m)). Property Owner Property Location Quest Development, Inc. Govt. Lot G 1%2 114 SW 114 S 25 T 30 N R 20 EE((or)❑W Property (timer's Mailing Address Lot # Bock # Subtl. Name a CSM# Suite 150 10700 Old Counrv Road 15 Birch Park City St Zip Code Phone Number - c4ty []vlaaga • Town Nearest Road Plymouth I MN 1 55441 11 7¢3-595"9512 County Road E New Construction UseE] Residential1 Number of bedrooms 3[o4 Code derived design flow rate _459_10 600 - GPD n Replacement public or cornmeraal - Describe: _ _ Parent material I nessnver out wash sands _ Hood Plain elevation if applicable - NA _ _ fL General comments h(1V.1C- and recommendations: This site will re stn brio the slopes ov"ll to an appropriate slope. 7 e gratlVlg Wit! also ti enhance the site overall, providing material Of a better ua I or a so rid o rep le vat a -c a (4 64I a'u e-. ,,.Q~ mound isrc uircd. 1.~ - '01 yz~ f Boring' # p Boring - P1 Pit Ground surface elev. 9421 ft - >T2 1 n Depth to limiting lector in, I + r Rate Horizon Depth Dominant Color Redox Description Texture Stnlchlre Consistence, 8oivldary t,~peG In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. i . EM(h •EB#2 1 0-6 7.5yr4.12 sil 2msbk` mfr__~ F' 12 -1 .8 2 6-9 1 r413 sit I"PI flirt cs 1C 2 3 1 3 9-13 loyrn - sit 2msbk nltr cs - .5 .8 4 13-21 10vr313 sl Ifsbk mli as .2 3 5 121-28 10yT4/4 - 1 Is Icgr mG as - .7 1.2 6 28-72 7.5vr4:4 sl Ifgr mR - - .4 .6 I 2 Boring# ❑ Boring 10821 >•109 •Q Pit Ground surface elev. - ft. Depth to limiting factor in. Soil Iication Rate Horizon Depth Dominant Color Redox DescrVion Te*ure Structure Consistence Boundary Roots GPD.Hf in. Munsell Qu. Sz Cont Color _ Gr. Sz. Sh. •EfHtt •E f#2 1 0-12 1Qyr312 - sit 2msbk MIT cs 217 .5 .8 2 12-24 10 r4;6 cl _ 2msbk mfr cs if .4 .6 3 24-108 7.5yr5.8 s (lsg ml 7 1.2 I 21r _ I Effluent #1 = BOD, > 30 < 220 mgfL and TSS >30 < 150 mWL ' EfAuwd 42 = BOD < 30 mgfL and TSS < 30 nxyL CST Name (Please Pint) Signatur CST Nlmhar '1-homas C Nelson 227387 Address Date EvaWatlon Conducted Telephone Number 1432 120th Street, New Richlmmd, WI 11x24;01 715-246-2454 Property Oenar Quest Dew1opmcii(Atic Page _ of - 3 > FT] Boring # Boring 95.56 >11 O _ a Pit Ground surface elev. ft. Depth to limiting lactor _ in, Soil Application Rafe Horizon Depth Dominant Cotor~ Rodox Description Texture Structure Consistence Boundary Roots GPD& in. Munsell Cu. Sz. Core. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10yr3i2 sil 2msbk mfr c5 2f .5 .8 2 12-32 I 7.5 ,Sig cl 2msbk mfr es if .4 .6 3 32-110 7.55,6;8 _ s Osg ml - - .7 1.2 lij i - F1 Boring # ❑ Boring Pit Ground surlare Phiv. ft. Depth to limiting factor in. Snit ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDttf in. Munsea Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Banng # S Boring Pit Ground surface Plev. fl- Depth to limiting taaor in. Sal Appl Rate Horzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPIW in. Murisetl Cu. Sz. Cont. Color Gr. Sz_ Sh. 'Efr#1 'Eff#2 f I I i I Effluent #1 = 900, 30 1220 mg1L and TSS >30< 150 mgrL ' Effluent #2 = BOO, < 30 mg4L and TSS < 30 mg4 The Department of Commerce is an equal opportunity serv ice provider and employer. If you need assistance to access services or need material in an alternate format, pleax contact the department at 608-266-3151 or TTY 608-264-9777. tier}Niatr<n lH 0 i; fn Fc4~ ~ N ►a Q~'12 _tot) 0011 Q 1) ►ail-t 0 r ► )L1,~ 10 I~ o, S/ Ile L12 C N ~Q 50 ~N zhh £ -cLz- - S IL GIOI.S 's!fA uospn{1 P:~ { ~o - OL slue{Insuop uBeMUS ~ 1 d seleioossV'& P.hgQl(1 0~ U C L Q.QQ E (7 Si~j ~L Vl NOS t S/✓V -42N11s!X ~o 92 n.~nSS,i n~ry~lSS4~ 3F1 oL 107 -42N!alv3! 1Msconsn DeparYnent of Safety and Prokarriond Service Dk*m of ndury SerAces SOIL EVALUATION REPORT Page I of 3 in accordance with SPS 383, We. Adrn. Code Attach wmpbk site plan on paper not fees than B 12 s 11 aches in sine. Plan moat Comity ST. CROIX include, but not "ad to. vertical and horizontal reference point (SM), direct on and parom W. 030 - 2126 - 10 - 000 percentslope, scale or dimensions, north arrow, end location end dbtance to nearest road. ~J j~ Please p►fM 8111MOrmefion, R by Date t'erwrhal Information you povlce Ipy be rartl br snwrdsry purposs(Prneq Law. & IS 0411) fm)). T C/ Properly Owner Property Location DOCKENDORY U)NSTRUCTION INC. Govt. Lot vs SF 1µ S 25 T 30 N R 20 E(or)w Property Osiers Mating Addrm Ld tf Stock S Stbd. Name or CSW 3276 Fan um Rd.,Suite 100 21 - Plat of Birch Park City tXale 4 Code Phone Number iy Mllage • own Nearest Road Vadmas Heights, MN 55110 ( 651) 248-3227 Birch Park Road El New CarwVuckon Uee(a Reeidentiai l Number of bedrooms 4_ Code derived design lbw rate 600 GPD Replacement PUN. or commercial - Describe: Pares mveenal outwash Flood Plain elevation it applicable CaB1°Bl OOmrmma and recommendations: Mound System 10" sand fill 0.4c loading rate Site moved because of location of original test. Pits 1&2 conducted 11-07-2017. Property Address: 1348 Birch Park Road,,' FTI Sormg s 0 l3orrh9 El Pit Ground surkce elev. 111.58 R Depth to amidhg !actor 26 : In. Soi Application Rate Horizon Depth Dominant Color Rados Description Tezhre Structure Concbenhce Boundary Roots GPDIR in Munselt Ou. Sz. Cont. Colof Gr. Sz. Sh. 'EIM7 'EfW2 1 0-9 7.5YR2.513 sl If-mbbk mvfr cs 2vfm 0.4 0.7 2 9-20 7.5YR2.5/2 - I If-msbk mvfr cos Ivf-rn 0.4 0.6 3 20.26 7.5YR2.513 - sic! Ifabk mfr as ]vf-f 0.2 03 n 4 26-30 7.5YR4/4 nf7.5YRN6&l0YRfi2 sic[ 1 f1pI mfr 0 0,2 f) I Boring L) ❑2 0 c ~s eorkg El pit G,..rd w/aoe Nev. 105.17 ft Depth b arneng Horizon Depth Dominant Color Redoa Description Textile Stmctla ace R - P in. Walsall Cu. Sz. Cart. C Gr. Sz. Sh. 'EflIFt 1 0-12 7.SYR2.5/3 - S Osg cs of-f 0.7 1.6 2 12-30 7.5YR2.5/1 I 2f-msbk mvt Ivf 0.6 0.8 3 30-32 7.5YR3/3 nd7.5YR4/6&1 YR6/2 sl Om 0.2 0.6 FJMtelnt i1 - SODi> 301220 mWL and TSS >30 < 1,4 mgM1. ' E1F mt 82 • , 130 not and TSS 130 n9t CST Noma (Ple se PrnQ $IpnRIBKt CST NUybef MARY JO HUPPERT (llollWet'_s_Soil'1'cstinp,&DesfP,n) 2248,32 Adlreea Date Evaluation Corduckd Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 1 I-07, 2017 & 05-11, 2018 715-026-1775 _ snwn3o1Rn7rtn Properly Oviner DOCKL'N DORF CONS'f. Parcel NO f 030 - 2126 -10 - 000 _ Page - 2 of 3 ❑ s'g ` ❑ PIBoring Ground surface Nev. 103.97 R Depth to knifing factor 30 in. 5WAppifiCabon Rate Hatton Depth DonYnant Cdor Redox Description Texture Struchrre Condolence Boundary Roots GPDAF In. Muneell Ou. Sz Cont. Color Gr. Sz. SK '011111 'EM2 1 0-10 7.5YR2.5/3 sit. 2fabk mfr - 0.6 O.R 2 10-30 IOYR3/6 SO 2fabk mfr - 0.4 0.6 F-1 _ Boring i Bong p pit Ground surface elev. R Depth to limtirg factor in. Soll titin Raw Horizon Depth Dominant Color Redox Descrow Te>Are Structure Cmeialmoe Boundary Roots GPOIN in. Munsek Ou. Sz. Cont. Color Gr. Sz. St. 'EMI 'Ef1i2 ❑ Borg 6 g Boring %t Groundsurtaceelev. It. Depth to Willing factor in. Sol Applicalon Rate Horizon Depth Dominant Color Redox Desaription Texture Structure Conekrtence Boundary Roots DIN In. Munsek Qu. Sz. Cad. Color Gr. Sz. Sh. 'Egat 'EIR2 F--~F Effluent 01 = BM. > 30 < 220 n)WL and TSS >30:S 190 mgk ' Efkuenrt 02 = BODE < 30 nV& and TSS < 30 fflgk 9ff?rJ)0lye:::3~ Plot Plan par 3 it-5 i----~ PROPERTY OWNER: „Jdce&v-Ddr F 6ij=:7KUC7 /1;/'f XNC • Y = 40 FT. 11~~ (except where noted) Legal DesaiP50n:~ At Z/ 01 AWf1 YA915 b1~ of 7r IC S'✓j X&, 5 25 Q^ = b2ckhoe pit G.1. _ iq MlD L? Ck fNre T 30IJ F 9OW -MkAV CV~ Wit,'°Sepr . gr. CPOIY MANTY, 3.5io ~c.>tF 1 WI:, Ce N Sit) d30 Zrz~-/O- ood ;3 ag r.IR^+ r#l~~ l o•J~ North y AWELL -To 'BE: K 715'reor~y,IC twNK w v\ 7,r~. p~pRM. Mov JD 3w'~EM ~P 2 q V d pO 3 wieK .mss ~r `y C~• p' V~ (TAILL t Rd ~4 35el 111. S4 Site location: C. N. F ow N