Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
020-1063-90-000 (2)
De.,.)aF(n'ierit of Comin-ieFce PRIVATE SEWAGE SYSTEM Safety and Buildurq E)ivisiol INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be i i sp;] for secondary [Privacy Law, s. 15,04 (111 )(m)]. Pprrnit HnIder'% Name: City Village T,-)%,vnFhip '_'..harles & Elizabeth Ladd REV Trust TOWN OF HUDSON C'ST BIVI Elev: Irsp. 13M E'ev: BM Description: Zw F TANK INFORMATION ELEVATION CAA A TYPE MANUFACTURER CAPACITY Septic D o MTT� 0 Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent Air lnt�ike ROAD Septic -7 JeY' 7 Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufa CiT, n n Demand G P M Model an4hey` TH ift Fri` `1 ct, ' ot Loss cyst m f ead TD Ft Forcc.rnaln, ngth ki -ru I at. to W I SOIL ABSORPTION SYSTEM County: St. Croix Sanitary Permit No: 651294 State Plan In No-. Parcel Tax No: 020-1,063-90-000 Section/Town/Rance/Map No: 23.29.19.245E STATION BS HI FS ELEV. Benchmark �- t. BM tma rnm Bldg. Sewer St/Ht Inlet St/Ht Outlet Inlet Dt1B4ton\j hi V t71Y V Headeri'Man. VMr Dist. Pipe Bt. System Final Grade 1pf Cove vs� 1-04 AIN 5r4 <004 L.-I I - I III .%,;L. BED/TRENCH DIMENSIONS 1 Lcn,(1't4 10 No. Of Trenches PIT DIMENSIONS No- Of Pits" Inside Dia. LiqUid Dcpt�� SETBACK INFORMATION SYSTEM TO P/L 17 BLDG WELL LAKE/STREAM LEACHING R CHAMBER O UNIT lv'a rAAa'c t i i i e r I e Of System: k 7 Iv" o d 0 Nu DISTRIBUTION SYSTEM U'l V � +1 Vr I I - < I. I 111 -000 111 W 10 6 - 11"t Hea(9er/'Manifo d' Disti-ibtiti()n pipe(s ' ) I x'Uqle Si.Ae ),*,a j:W_ 100. j Lergt,i Dia Long:h - Dia Spacing SOIL COVER x Prarsura Svrtnms Only xx Mound Or At-GradA Svstairins Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Be�,'"Tr nch EdglHI-) I Yes ❑ No ❑Yes ❑ No COMMENTS: (111CIL.1de code discrepencies, persons present, etc-) Inspectior'.41: Inspection #2. Location: 827 BRADLEY DF, 1.) Alt BM Description v 2.) B Id g sewer length - amours*. of cover "� Plan revision Required? ❑ Yes ,,No 0 Use other side for additional information. Date r sepctar's Signature Cert. No. SECS C,7 10 ! (i'9 7 11 �u�a�r. s�wrs ar'do.•�— fako.-�jrcst i woh.� �ex+n-le 8M VJ*\-+LtrAiv4,.j Ps...Vs i Safety and Buildings DIVISIon -+r ) r �T 1 01 _ Washington Ave,, P. . Box 716 Madison 5'0 7 — 5 2 � _ �an.it&,_ v Femur Numbe! (w be e:d M b% c -) W2,T-U 'T,,,-mswtion 'jAppkat'i. N=bt-r i In a=rdmce with SPSS 21 Wis. Acbm. Code. su , miss W of th i.L: form, to the apprap l ate governm tal u nn pro e Addrtss (if diffe-cni t1lim rnz it uv address) x^ ir, requirtld ph or to obtainmF a smitan,. permiL N ote; ApplUcan can farms foj ate-o cd P" ( D 7, are s u b r, i t d to the aperient of Safes,° and l r rfe eerie ird6nin i r, o>v provi rrta u. > ar se on �o // ? 6 �r .�,*.f� �y �y,r� t h th 7 ( tad Q��� in i.iiw�r4J'r��LLf F5��; "�'� V4� 1.�.1 the ���ir�4� Law- � 15,N 9 14 �� ! _ � r.�+3 dry' .. z - A L A liration Iinfonnation — Please Print . H Information Ow is lame r igIZO115�- /j P r1i ;70 �-' `J ' �f _ =�r peM w[i�'s Madti Ad&Property o L k Q, -f- f �1� ��Sec-nou City, State Zip Che '10honc N=ba A Li I C�/ `' treie one T E or . Type of Building (check, all that apply) 'LLCi l 'r jr�r rrR i or 2 FamijN I eiJ in T - um- of Bf(Irc�c�rns 11uhlic/ . ercial - Dl�-L rl be Use �r11 City Of - S�.ile �1e: L sew U: le Village e of 0C CSM hium r IV eAT Town. of �- I -IL Tvpt of Permit: (Check on13, one box on line A. Compiete Ilia a B if appLi bi ) A. �1 11 Ne ti y 4 eTnr � S 's7Jci :� T amlcnt C � i�� Tom. epla rrxent r►� "' lr c t-.varjCyr. to �-i.vdng Sys [ l ) . Permit R enrwal ❑ perm r' L Re:}-1,4310 7 � C��l;�.ng of Pl umber � t T r der Nevi' Lm r� � tir �'���h�.� r V�.. Llil dl 1� �LLLYI�s�G and216G Before Expo t-lon Owner �. T v e of .PO" 'T instam/'orn . clrient/Devic e; (Check all that apply) Io)n- ssurHi I}- Tc)Luind T-1-re sLL7 In -Ground El �i --rack El �"�C�md > 4 ire of juibh- soft � C}�L� � � lid �� l'[L�r� �` tif.�Gl 1--iolding, Tam LJ Othzj DLspc: al C omponfn'. (e lam' ') E3 ea e rm 1 V. I)ispenanreatment Area Information-, L2) vc;P Ions S Deslip Flvw ( ) Desip S ciil App! r aati gpDispersal Area Req=' d () Am Propost ( y EI v o &J e%- 2 VL Tank Lafo � I i a Total 9 ' `pan u1 a`.turcr Units .� c �:. LZ S r. c] HoUmF Tgnk Do=v Clambef NU. Responsibillitv tement- L the usadenignrd. assume rviipottsibilq,4or inttallat ion of 4it P(_ NA'I'S shown on the atxac hed piam. Pl urn s :Nash �P=j l>l umber's S i tze 1 rff', rry h i e "F o . umhe; Pi=bc: s AO'dress f S trect city, stir z kip Cam) VIE- Lour ht9e. ar-rtment Use nh. ' 11r-- i. Fee � �lsSumg Agem Sipatire pprov Ppl'ov R a for A- Conditions f-Appro a� +MN�Cks� sue. �� i �� � � s 4 -Q., SYSTEI-A OWNER: 1. Sepic: 8.gik ,:P'i:(,ni fiIt-cr �rnff dkpersaj cQ OJ&CL 6e axAJL V-Z023, J , r 7� irCirrr�rJ i5 Ir R 11Cvia Alai' L. -6 7K:11 l ",'2 r'i :'''G4'll��� 1: Y �`'Is., Irbed, � 1 ?(UMAIY Ir ��+� -to UAi 1 C Z'O'- Q'� c 25(,,tt)�m'k rvq.i.cn wr,,s rnL;s. G- f17:3r1i9sfled as -per $ppli-:�3u�� .ALttXch tti coMpick piirLs biw f1re g%,stem and s�nbnuf to tbt onn- on pwipv,r "; um a UA IL ILI MCMM M 53= S > 2��o w � � �� /` BLit �` �� � �!R' ' � _ _' • �� v+G� I `� BD-6 3 8 X 1111 I) w COPY VU4 C-�, ja A A sf� �S � y, s, 2i Frictr L t�v�Son IPP � vix-, f Dr, b C-e- .............. �j 0 � S VDOr �5t loo , � I oa Q or �ri� le-> p o� N�j Da � i 4 �2 �6 S�opc.. e7 AM 1000, to"'j bbo r� pit, �Rb6�, P401 y6c+1�6- ni n 1 a S Rio L/JL) aA5 VU4 2i L t�v�Son Ip, A, f Dr, b c_e- .............. �j 0 � S VDOr �5t loo , Q or �ri� le-> p o� e7 N'000' IV All"PSG' ie'to bbo r-, �,�R�b6�, ilx� 2 P� _- P401 y6c+1�6_ m n 1 a S Rio L/JL) aA5 SOIL ABSORPTION SYSTEM DETAIL I GRAVELLESS LEACHING UNIT Page_of Project Name: rke, 000// �r,'�� No. of Cells ft Cell Width )A(7 f, Cell Length ft Cell Spacing %WSW Per Cell Tota I No of jrq?142 49J sq ft EISA Per Cell Sq fl Total EISA Manufacturer Model Laying Length FISA Rating Infiltrator F71203H-5fl 5.01 25.0 EZ1203H-10ft 10.01 5 D 0. Gravelless Leaching Unit Manufacturer. Gravelless Leaching Unit Model-. Typical Cross Section Finished Grade ft Observation Pipe with approved cap or vent 46 Soil Backfill .......... Geotextile Fabric Infiltrative Surface 12 40 ftLimitin Factor in Slotted and Anchored Vent/ Observation Pipe with Cap M R r. IL a R a a P a M V 0 v 0 a 0 a is a 0 a a 9 s W 1 0 a 0 E 0 A , 0 Plumber/Designer Signature: < License Date, "0000 IBC, Innovations in Precast, Drainage ' `" Zabel" PL-525 Effluent Filter & Wastewater Products � A Division of Po Zak Inc. PL-525 Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off bail installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. Features: • Rated for 10,000 GPD (gallons per day) . • 525 linear feet of 1/16" filtration. • Accepts 4" and 6" SCHD 40 pipe. • Built in gas deflector. • Automatic shut-off ball when filter is removed. * Alarm accessibility. • Accepts PVC extension handle. PL-525 installation: Ideal for residential and commercial waste flows up to 10,000 gallons per day (GPD). 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL--525 filter into its housing. 5. Replace and secure the septic tank cover. PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace and secure septic tank cover. 1.6" Filtration Slots 10,000 GPD ------------ Accepts 4" & 6" SCHD 40 Pipe Outdoor SixnartFiltex-S Alarm Polylok, ,Zabel & Best filters accept the SmartFilterO switch and alarm. Accepts 1" PVC Extension Handle 525 Linear Ft. of 1/16" Filtration Slots Extend & Lok"''1 Easily installs into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.851.4 www.polylok.com 9/20/23, 12:08 PM CM-1 060 Tank I Infiltrator Water Technologies In#ittr EZsn SYSU VAY All CM 1060 tanks are fully assembled and available through our network of certified Infiltrator distributors. Find a Distributor � Contact air %.xpei -Manuals, Guides & CAD Details.................. ... . . > Specifications: Size 6 i. 7 "W x l 3 4"L x 54. 5 "H (1567 mm x 3409 mm x 1384 mm) Two Access Ports Each 24" (610 mm) Weight 331 lbs (151 kg) Total Capacity 1309 gal (4956 L) Working Capacity 1111 gal (4207 L) Burial Depth Minimum 6" (152 mm) Maximum 48" (i 219 mm) Benefits: ■ Strong compression molded polypropylene construction ■ Lightweight plastic construction and inboard lifting lugs allow for easy delivery and handling ■ integral heavy-duty green lids that interconnect with EZsnap risers and pipe riser solutions ■ Structurally reinforced access ports eliminate distortion during installation and pump -outs ■ Reinforced structural ribbing and fiberglass bulkheads offer additional strength ■ Can be installed with 6" to 48" (152 to 1,219 mm) of cover ■ Can be pumped dry during pump -outs ■ Suitable for use as a septic tank, pump tank, or rainwater (non -potable) tank ■ No special water filling requirements are necessary https:llwww.infiltratorwater.com/products/infiiltratortan ks/septic--tanks/cm-series-plastic-septic-tanks-1 /cm-1 of 01 2/5 9/20/23, 2:08 PM GM-1060 Tank j infiltrator Water Technologies Home Products Infiltrator Tanks Septic Tanks CM -Series Plastic Septic Tanks C-M-m1060 Tank ------ .. ... The Infiltrator CM- 1060 is a lightweight, strong and durable septic tank. This watertight tank design is offered with of ltrator's line of custom -fit risers and heavy-duty lids. Infiltrator compression molded tanks provide a revolutionary improvement in thermoplastic septic tank design, offering exceptional long-term strength and watertightness. Do not install the tank in vehicular traffic areas. The tank is designed for non -traffic applications. https://www.infiitratorwater.com/products/infiltrator-tanks/septic-tanks/cm-sedes-plastic-sept€c-tanks-1 lcm-10601 i F M POWTS OWNER'S MANUAL & MANAGEMENT PLAN P a g� ; of -21- FILE INFORMATION Owner CHUCKLAD D Number of Bedrooms 3 E: NA] Number of Public:, Facility Units I NA Estimated flow (averaae) 300 gal./day "';ign flow Jpeak), (Estlma-red x. 1.5� 450 gal/day .7 gal/day/tt� Sae l ?"�pplicatrun Rate Standard Influent/Effluent Quality Monthly average Fats, Oil & C)rerase (FOG) �30 mg/L Biochemical Oxygen Demand (BUD5) !;220 mg/L © NA Total Suspended Solids (TSS) 50 mg IL .ated Effluent Cluallity Monthly averagc-, Blochernica! Oxygen Demand (BOD) 0 mg�L Total Suspended Solids iTSS) 0 mg IL 0 N A, Fecal Collform (geornetric mean !0 0' cfu/1 00ml Maximum Effluent Particle Size 1� Y13 in di Q. D NA Other- F_' N A *Values typical for dornesti.C_ WaSlewater and septic °arik effluent. MAINTENANCT SCHEDULIE PO Service Event [nspe!-- -�nrfitlon of tank(s) Pump out contents of tank(s) SYSTFU SPECIFICATIONS Septic Tank Capacity 1060 gal 11 NA Septic Tank Manufacturer INFILTRATOR Ll NA E ffluent Filter ManLJf`a-.t1J[e1- POLY LOCK 0 NA L-ifluerit Filter Model 525 0 N A Pump Tank Capacity gal X NA Pump Tank Mariufa-.turer NA PUrTIL) m.anufacturer I NA PUMP MDdel' X fA Petreatment Unit _7X r J.f- 0 Band:' ravel Fait 0 Peat ']Filter 0 I'Aachanical Aeration 0 Wetland 0 Di s i n f e c fio n 17 Other: Dispersal Cclllsl 11 NA X In-r3round (kDravity) El In-rl-ound (Pressurized) 71 At -Grade El Ujound El Drip-Lioe 13 Other: OtfieL, 171 NA Other-. 71 NA Other: 0 NA Service Frequency Al least once every: El rnonth[!s} (Maximum 3 years) 0 NA X. yeads) when combirleci sludge anal scum equals one-third (Y,,) of tank volume 0 N.4 apect dispersal cell(s) At least once every: C'lean alfluent filter At least ance every: Inspect ;"�Urrl';, pump controls & alarm At least once every: At least or -ice every, 0 month(s) N A Flush laterals and pressure lesT 11 years s) 171 month(si r: At least once every, 0 ea0sl N A J L F'I U 0( NA 3 month is) (Maximum 3 Years) El NA iyearils) 0 month i!s) El NA •LX yeari s) EJ monthls) 0 years NA MAINTENANCE INSTRUCTIONS Inspections Gf tanks and dispersal cells shall be, made by an individual CaFFYiNg one of the following licenses o cerlif_�.ali Master Plumber; Plaster Plurinbeir Restricted Sewer; POWTS Inspector; KAYTE.' Maintairier; Sept agie Servicing Operator. Tank inspections must 'include a visual inspection of the tank(s) to identify any missing or b,roker hardware, identify any cracks or leaks, rneasure the volume of carnbined sludge and scum and to check for any i3ack- up or pond ing of effluent on the ground spa r-face. The dispersal aell(s` shall be visually inspected to check the effluent levels in the observatiDn pipes and to che;-.k- for arty pure iny of affluent an the griound surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immiediate notific2iion of the local regulatory autharity. When the combined accumulation of sludge and scum in an-y tank equals one -Third (Y:3) or more of the. tarp volume, the entire contents of the tank snall be removed by a Septage Servitcing Opeiratur and disposed of in accordance with chapter NR 113, Wisconsin Administrative Cyode. All other services, including but not limited to the servicing of effluent filters, machaniCal car pressurized carnponents, pretreatment units, and any servicing at intervals of fli 21 months, shall be performed by a nertified POWT S Maintainer. A service reporT sh-all be provided tc. the, local regulatory authorlity within 1C days of completion of any service event- START UP AND OPERATIDN For nevv construction, Prior t-,, use of the FONTS check treatinent tankils) for the presence of painting products or other chem1%__a!5 thal may impede the treatment process and/or damage The dispersal cel)(s). If high roncentrations are detected have the cor l%Mts of the tank(s) removed IDy a saptage servicing operator prior to use. System start up shall not occu r vvh en so il cond i-r-io ns dire fi-c �en at the infiltrative surf ace. - During povver outages purnp tariks may fili @bove normal hlghwazer level.s. When pc)vver is restored the exr.,'ess �%lastcwater �vl11 be 0 discharged to the dispersal C.Oefl(sl in one large dose, overloading the cell(s) and May FeSU]t ire the backup or surface dischar rnDved by a Septage Serv'cing Operator prior to restmir'Iq effluent, To avoid this sit -ration. rave the contents of the pump tank re j power to the effluent Dump or contart a Plumber or POWTS Malintainer to assist in manually operating the purrip roritruls to restore normal levels within tyre pump tank. o not drive Cr a rk, vehicles Qvar tanks and dispersal cells. Do not drive o1- atr park over, o n =,wise disturb or compact, the are DP vvithin 1 1� feat down slope of any mound or at -grade soil absorption area. 1; L Reduction or eliminat-lDn of the foliowing trom the wasTewater stream may improve the performance and prolong toe life of the - POWTS.- antibiloricsA- baby ,,ovipes; cigarette butts., condoms: cotton sabs; degreasers; dental floss0- diapers; disinfectants; fat ' T� herbicides.- meat scraps; medications, oil: found atlDn drain (sump pump) water.; fruiL and vegetal) I- peeknq5; gasoline; grease, - painting products- pesticides; sanitary napkins, tampons; and vFat scAtener brine. ABANDONMENT L service the following steps shall be taken to insure that the system is the POVVT S fails and!ur is permanentlY Taken out Of ;-,iroperty and safety abandoned in cornpllan-.c with chapter Comm 63.33, Wisconsin Administrative Code: 0 All piping to -tanks and pits shall be disConnected and the abandoned pipe openings pealed. 0 The c.Dntents of all, t@nks and pits shall be removed and properly disposed of by a Septage Servicing Operator. 0 After pumping, all tanks and pits shall be excavated and rv removed or their covers rem and the void space filled with id material. soil, qT-avel or another iI ner-c soil CONTINGENCY PLAN a code cOmPhar"t if the P0WTS falls and cannot be repaired the following measures have been, or -must be taken, to provide replacement system ' 11 b rpT' [3 A suita6ble replacement area has been evaliated arid may be utiliZzed for the joc:atic)n of a replacement so a ]on systern. i he replacement area should be protected from disturbance and compacbon and should not be infrInged upor, 'by required setbac�Ls fFDm existing and proposed structures Jc)j Jines sA,nd wells. Failure to protect the raplacerncni area �vil! result In the need for a new soil and site evaluation to establish a suitable replauement area. Replacement systems m Ll St comply with the runes in effect at that time. an e-, In POWT 0 A suitable replacement area is not available due to setback and/or soil lirnitations., Barring ad v c tachnology a holdinq tank, may be 'installed as a lasT rc_,so-1 1�n rer)ia%-.e the failed POWTSi d to `77_c�- -j n k 6 5 6 di n q T h.-R. iti atv C�ftjntFM' � r 3 1 U I e P nqz:l L --cu'u'rl LS-0 Lilr 6 I I R5 sail absorption systems may be reconstructed 'in place following rernaval of the biomat at the El h/iound and at -grade so -;f e -hat time. in-filti-alive surface. Reconw-actions of such systerns must comply vJth the ruies in e. ct at < < WARNING > > S MAY CONTAILN LETHAL GASSES AND�'()R INSUFFIC116-:NT OXYGEN. DC) NOT SEPTIC, PUMP AND OTHER, TREATMENT TANK TANCES. DEATH MAY RESULT, RESCUE OF A ENTER A SP—:PTICN PUMP OR OTHER TREATMENT TANK LINDER ANY GIRCUMS PERSON FROM THE INTeRIOR OF A TANK MAY BE DiFF)CULT OR 1PAPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name' PAUL R KOEHLER Name I COUNTRYSIDE PLUMBING 7152462660 Phone 7152462660 PTAGE SERVICING OPERAT011 JPly MPER) LOCAL REGULATORY AUTHORITY C Name APOSTLE PhODn �715-497-5929 Prio - n - e —7 1 c�;-- _-3 and 812,54s7:. '2? Administrative K �3). VV'scon.qin Administrave COdP-. 'Thig cjoc.umerit was dry"--[Sd i n c; a m p I a n r, e vv it r. z; ha pter Co m rn 6 2 2( 21 b) fl 11 (d) & (f, File #: ST CRO_ juNTY SANITARY SYSTEM office Use Only 6&" OWNERSHIP/ADDRESS FORM Created 212021 COMMUnity Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! TNs informat'-on 1 -11 be provided as part of our ongoing efforts to protect public health, your, well, groundwater, surface water, property values, and county resources. Once approved, this completed form and edi-icational information will be sent to you by email. If YOU WOUld like tO view YOUr ISSLJ,2.d salnitary [)0['Mit oniine, YOU can do so by L.ising the Files ScarITIed weblink- OWNE,R/BUYER INFORMATION Owner/Buyer CHARLES LA Mailing Address 150 BELLA VISTA DR Gty/Stag /Zip MA ISO W1 53717 Phone Number (required)715-386-6743 , Email Address (required) CHASLADD@TAX-AID-COM Parcel ldentlficatjon Number 020-1063-90-000 jot,ind on the property tax b-111) NEW SYSTEM: LEGAL DESCRIPTION 23 HUDSON SE SE 1/ Property Location_" r - 4 , Sec. t T 29 N R 19 W Town of Lot # 4 FOX VALLEY Subdivision Plat, Certified Survey Map volurne Page 00-t-Ic- e'LA, VV\. Deed # (bef ore 2006)Vo I u me Page Number of bedroorns 3 Spec house 0 yes 0 no Lot fires identifiable 0 yes N no OFFICE USE ONLY Nevv Property Address (Verification of nevv address recjt,Airi�d from Community Development Department for new construction,) (Staff IF116als) (Date) Thi I Ater Treotment Systetp (POVVTS) applicatiOns. -s form must be subinitted with Gil Private Ons'te WL New Systern: InclLide w�'tt) this forr'n a recorded warranty deed from the Register of Deeds C)ffice 011d 0 copy of the certified survey map 1freference is rim in the warranty deed. I conirnuility Development Department — Land Use Dvis 101�i715-245-4250 Fax 715-386-4680 St, Croix County Government Center 5 CC W i I ,Q�V 1101 Carmichael Road.. H Lidson, W1 54016 State Bar of Wisconsin Form 3-2003 QUIT CLAIM DEED Document Number 11 Document Name THIS DEED, made between CHARLES D. LADD AND ELIZABETH J. LAUD, husband and wife ("Grantor," whether one or more), and The CHARLES D. LADD & ELIZABETH J. LADD REVOCABLE TRUST DATED JULY 912013 ( "Grantee," whether one or more). Grantor quit claims to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in ST. CROIX County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Lot Four (4) as described in Ceritified Survey Map, recorded in Volume Two ("2") , page 54.1, being in the Southeast Quarter of the Southeast Quarter (SE114 of SE 114), Section Twenty -Three (23), Township Twenty -Nine (29) North, Range Nineteen (19) West, St. Croix County, Wisconsin, EXCEPT: A parcel of land located within lot four (4) of the tract described in Ceritined Survey Map, recorded in Volume Two ("2") , page 541, being in the Southeast Quarter of the Southeast Quarter (SEil4 of SE 114), Section Twenty -Three (23), Township Twenty -Nine (29) North, Range Nineteen (19) West, St. Croix County, Wisconsin, further described as follows: The Southern 7.00 feet of said Lot Four (4) as measured at right angles Northerly from the South line of said Lot Four (4), containing 0.021 acres. 8170993 ix:4140701 982828 B ETH PA►BST REGISTER OF DEEDS ST. CROIX CO, WI 07/23/2013 2:50 PM EXEMPT" #: 16 REC FEE: 30.00 PAGES: 1 Recording Area Name and Return Address Heywood, Cari & Anderson, S.C. 816 Dominion Dr., Suite 140 P.O. Box 125 Hudson, WI 54016 020-1063-90-000 Parcel Identification Number (PIN) This is homestead property. ( is) (is<Dot) Dated 212'..1 ZOO 2. (S EAL) (SEAL) * ARLES D. LADD .* ELI ETH J. D (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN } authenticated on TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06 } ) ss. ST CROIX COUNTY) Personally came before me on 'UrN , the above -named CHARLES D. LADD ND ELIZABETH J. LADD to me a --theme sons) wh cuted the foregoing stru nt and nowledged th THIS INSTRUMENT DRAFTED BY:.... Heywood, Cari & Anderson, S.C., Samuel R. Cari tary Public, State of WISCONSIN PO Box 125, Hudson, WI 54016 M commission �. e i s• µ Y (Signatures may be authenticated or acknowledg "FORMSH0kMk"jqVAWfLy are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATION TOT IDENTIF D. QUIT CLAIM DEED STATE BAR OF WISCON N �fc�Y Pt�� o *Type name below signatures. C� State Bar of Wisconsin �0 1 of S#Cd&R00A4W01Vftrms - (800)65 02 RM NO.3-2003 1 • intoproiorms.com L=D JAN > r ' 7 -.1 -t, MIA COLO Yl 2 4 ST. CROIX Cu"'UNTY CEKI [FIED SURVEY MAP NUMBER—_ �-� Ff7kV FIVE SE- S WL-ST) 7-OW" OF UD A.11 CO UIVT-Y S7-. F_ WISCOA1,51N APPROVED c JL� r% P, Zc dip i I Y _r si. CROIX c, 'UL C0M1,,_,�HEr,45LV-_ PARKS FLANNRI�p AND ZONINCY co.�Amiy(EF 4' It It A to IL p- C' 0 P- 5 rA b%i THE- J?py/.5 FOe 7-HE RF-,L7 �Zjv cs f�j7l :D- '3 1 IV Tlils C3 7k' Its l "67-10- '00 SER V JcV 7- 0 A-1 N - ------------- 4 -AC tT r ky. 7' .2 2 A, 95 fi -J) L (J4 fl 4. 2 ON N u tj PL, 2 L 07- 3 -3 1� 14 • C,, r!rT IT le t: T__ Jlk- W rl> L -k- t) Ir .4-4 wn ipo- -4 5- 00- 1 S7"' CO k "&'R- '% N 0 3 - 2 -50UT.�i LlNE_ Oic- T',t�5 -5W� X 57 Z: S CC rW 0 3 - 2- 4?- Pil G E' u, mu (S� VV'ram2 iscotisjrlL)epiartmentofSaf4�� rofessio1 nal Services Page of .1, i Division of IndustryServices SOIL EVALUATION REPORT J t- k-, 2 0 2023 In accordance wilh SPS 385, VVis_ Adm. Code County ]Ljde� St croix Attach complete site plan.on paper not less Plan 8 112. x 11 inches In m size. Plan u,,�,;t 1 inc I bij t n ot (II mite d It o vefti"l -and h oritz ont at Mfq4m ce p a I rat (B M) direction and p eroom slope. Parcel I.D. scale or dimensions, north arrow, and' Fo-c---audw�nij ctts, tance to r1c. are road. 020-1063-90-000 ICI ease print all information. Re lewed by Personal inform atI011 YOU Provide may he used fox SeCOFid ary purposes (Privacy Law. s. 15.04 [1 Property Owner Property L.ocafiall CHARLES LADD Govt_ Lot SE V. SE %t s 2 3 Property Dwrle.r'S Mailing Address Site Address or CSM and Lot #: 827 BRADLEY DRIVE City, State, Zip Phone Number El city El Village 0 Tom HUDSON \A/I (715-586-6743 HUDSON T29 N R 19 Date 9/29z�haZ3 1:1 F41 E (or) W Nearest Road BAD LANDS RD. New Con:struction W" Lase: r—',J R esi dentral / Number' of be droo m S 3 Code denved desqrifiow rate GPE) Replacement 1:1 Public or commercial - Descdbe: Flood Plan elevation if applicable Parent rnaterial sandy drift over sandy cut ash — Z:v vv\e eLS61cS Pic - General comments and recommendations, soil was dry to 80 11 could tell there was mostier there... convetional , trees need to be removed - EA Boring Boring Pit Ground surface e 100 ft- 8 0 9 3. 2 elev. Depth to lirniting fact�,:ir, - --III, i cle Horizon Depth In. Doniinant Color Munsell Redo x Description Qu. A2,. Cotit- Color 'Texture Structure Gr, SZ, Sh. LS 0,MSG Consistence Boundary Roots G- PD/F1 *Eff#1 7 4 E,ff#2 -7 1.6 A 0-20 10 YR 3/2 N/A DL 2 F B 2048 10 YR 4/ / V N/A S 0 M SG DL 2 F .7 1.6 C 48-56 10 YR 5/3 S OMSG DL .7 1.6 C 1 56-80 7.5YR 4/4 NIA S OM SG DL .7 1.6 1(60 30eq 2- ----------- a Boding # � L3 a rii n g 100 8 0 9 3.2 El F-) I t Ground surface elev, Depi h to llrnil.inq f ao oI r n. I' elev,_ Soil Application Rate GpD/ Ft2 Horizon Depth In, Dominant Co[or Mun,"C'fli Redox Description C j ,)u- Az_ C0111. Coior Texture Structure Gr. Sz, Sh. Consistence Boundary Roots "Eff#1 *Eff#2 A 0-10 10 YR 3/2 N/A LS OMSG DL ---- 3 M .7 1.6 B 10-22 10 YR 4.12 T5 YR 5/3 N/A LS 0 M SG 1 DL 3M .7 1.6 131 22-72 N/A N/A S OMSG DL SL 2 M BK DL dao-A I 2F 7 1,15 C 72-80 7.5 YR 4/4 .6 ti 0j./i -Z Lf � te-r� 6LAr 04-36 I 7, qz� 0 . ......... CST Name (Please Print) Signature, PAUL R KOEHLER Address Date FVaklatirmi Conducted 321 WISCONSIN DRIVE NEW RI HMO D VV[ SEPT 19 2023 CST Number 225410 Telephone Number 7152462660 Fffluent #1 = BOD � 30 220 Mg/L and TSS > 30!9 150 mg/L !Effluent 42 = BOD, :5 30 mg/L and TSS c 30 rrig/L S13D-8330 (RO3/22) s s� Qin- o C�01t�,►'�� � IC7 b -y j OU TICINI Cl) a 20 - I E)(.3 -pia - ao t5 �v�Son S�JP� �jj Pi/ A- p, ho PA 0 1 y0� /� ir ►'►'1 P 11 321 cv,Sc����h pl,c� CONVENTIONAL COMPONENT DESIGN Residential Appilcation INDEX AND TITLE PAGE Project Name: CHAR1-1`,;S IADD Owner's Name-, Qwner's Address: 827 BRADLEY DRIVL 11U,I)SON W1 54016 Legal Description-. SE 1/4 SE 1/4 SEC 23 T 29 K 19 W Townshfp, HUDSON Count" STCROIX Subdivis,ion Name Lot Number- 4 Parcel ID Number: 0'-20- 1063-90-000 GesigneriPlumber-. Date-, Signature Page 1 Index and title Page 2 Plot Plan Page 3 System Sizinfoss-Section Page 4 Filiter Specs Page 5 Maintenance Ifformatioll) Page 6 Management Plan Page 7 St. Croix Cty Septic Tank Maintenance Form Page 8 Warranty Deed Page 9 CSM or Plat Attachments. Soil Test & House Plans PA U I R KOF I Ll License Number, 225410 0 9 / 20 0 Al-023 Phone Number (71 -5) 146-21660 Designed pursuant to ;he ire-foundSoil Absorptior, Component Manual for POW,-S Version 2 Q SLiL)-1 0705-l' (N 01101 Page 1 ti APPLICATION �"� DEPARTMENT OF SAFETY & BUILDINGS INDUSTRY, FOR SANITARY DIVISION LABOR AND PERMIT P.O. BOX 7969 HUMAN RELATIONS (PL.B 67) Ir+JIADISON, WI 53707 Attach plans for the system on paper not less than $'/ x 11 inches in size. Include a plot plan that is dimensioned or drawn to scale. Horizontal and vertical elevation reference points must be shown. All appropriate separating distances and physical characteristics as specified in chapter H-63, Wis. Adm. Code, must be shown. An index page or each page must be signed, sealed and dated by the designer. If designed by a Master Plumber, the date, signature and license number must be shown. A legible reproduction. of the soil test report or the owner's copy must be included. Prooertv Owner: fling Address: zz Pr perty Location: - City, flit) ge Yvnship. County.. '9 - a ,�Y4S rTzg'Z���R , (or) . .............. . Lot plumber: Blk No:: Subdivision Na e. Ne st R d, ake or Landmark: State Plan I. . Number: ' (if assigned) TYPE OF BUILDING oel P lic* liarianCe tither s coif Number of p y ) '�" Bedrooms: �! r Family *State Approval Required. TOTAL NUMBER PREFAB POURED -IN STEEL FIBERGLASS NEW REPLACE- OTHER GALLONS OF TANKS CONCRETE PLACE INSTALLATION MENT (SPe£ifY) SEPTIC TANK CAPACITY HOLDING TANK CAPACITY LIFT PUMP TANKISIPHON CHAMBER MANUFACTURER: EFFLUENT DISPOSAL SYSTEM PERCOLATION RATE ABSORPTION AREA (Minutes per inch): PROPOSED (Square feet).- ;N- New Replacement Experimental ,10 Seepage Bed Seepage Pit Alternative (specify) ED Seepage Trench 'tea Supply: 0wne%;tthkcqe as Listed on Soil,,Test [deport (If other than present owner): ` Private ED Joint 0 Public � f� ,, I, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans. Na f Plumber: Signatur � _? MPRSW No.: Phone Number: Plurnbar`s d ess: - r Name of D ner: COUNTY/DEPARTMENT USE ONLY S' nat re of Issuing A nt: Fee: Date: APPROVED Sanitary Permit Number: DISAPPROVED Reason for Disapproval: f Atternata iourselsi of Action Available: Change of ownership, building use or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to in- stallation. Failure to comply will void the sanitary permit. Y DISTRIBUTION: White -County, Canary -Bureau of Plumbing, Pink -Owner, Goldenrod -Plumber DI LHR-SBO-6398 JR.07/31 i V Owner of Pruperty_ Loc4tioa of prope rLy 14, Sect iull N Tow a a tj I. ... . ...... - . . . ........ 'KA Subdiviaion Namu. Fox... Lot Number Prevjouu Owner of Property of�,iA Total Size of Parcel � Date Parcel Are all corueru it4eijLjjtabjL4? \<111 Yes u Include With chip One Uf L:ht: ,CcrVified Survey mop Deed -Luud Coat ract. or -Uther Vegal Docuwe .11L which dabcrlbes the pro per PROPERTY OWNER CERTIFICATION 4 I (WO cartity that d1l Adtamafm oft tills tort" are true to the best of my J*r) knowladoe; that I !�A am (iA) thti OwndfUl Ut the PfGperty descritwd In they into(mation torm, by VirtuU Ot d w4frWity doud recordfid in the Offico of the County Register of Feeds cis Documant No. IF) 0/ J-4 Presently own the Proposed site for tha se - r . -end that 1 (YA wsige dl�POSW system (or I (we) have obtained an oawrnant, to run with the above descries p(oparty, for tiltj construction of said system, and the same has been duly recorded in ttle Otti(,;u of the County H691star of Duads, a Documant No. Ir 1/0 J WQMAiW�j Of OWNER 41UNATURE OF (if APPLICAdLtEj IUATUL sjuhfo QATE 5ic�HED 1 4 DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR LABOR & HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS P_O, BOX` 79%9 MAdISON, WI 53:"07 fs CONVENTIONAL ❑ ALTERNATIVE Ll Holding Tank ❑ In -Ground Pressure ❑ Mound NAME OF PERMIT HOLDER ADDRESS OF PERMIT HOLDER: Charles Ladd 1781 Warbler Lane,St. Paul, Mn SENCR MARK (Permanent i"terence PosoZ) DESCRIBE IF DIFFERENT FROM PLAN SE SE Section 232 T29N-R19W, Town of Hudson Narrte of PEuvrttsF+ MP,MPRSW N!:i Co[araty Paul Cudd 2739 St . Croix SAFETY & BUILDINC DIViSIO BUREAU OF PLUMBIN Starts Plan I.D. Number {#f assigned) INSPECTION DATE REF. PT. ELEV_: ICST REF. PT- ELEV Sanitaf V Pei► a Number: 43697 SEPTIC TANK/HOLDING TANK: MANUFACTURER L!(]U!D C3�PA ITY __ TANK INLET £L[�V.- fAN#C DUTt..ET FI..EV.. WARN#it3 LABELOCKI CO PR WI EU: . 5,..NO ..YES ONO BEDDING: VIrNT A.: V£tiT MitTl.. . o FtICi#{ WAT£i{ Ai.AF;M r.. yEs �No — #,jA OFER D ROAD: f E�E'�' f IROM F. NEA�ESfi PRa7PF.R Y WELI" LIN f • y BUILDING: VEND Tfl PRIES . A#Fi #N T� .,..-.. - r YES ----. DOSING HAMBER: {.;'hF'rSlPyi()N 1r�Ivc� AwT1.3r�I~H MANUFACT RER BEDDING: ;,lOklliID C.1F ACITY P ^41 N{(.?UEi. YES ..� NO GALLONS PER CYCLE: PUMP AND CONTROLS OPERATIONAL NUMBER OF (DIFFERENCE BETWEEN FEET FROM PUMP ON AND OFF) ..... YES -. NO NEAREST-� SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plov►ring FORCE or excavation. (If soil can be rolled into ,a wire, construction shall cease until MAIN the soil is dry enough to continue.) =VIVAVIDED RNING LADE#• LOCKING COVER PROVIDED, YES NO pw)PERTY WE1.i. f3k)ILi,?#I' G VENJ IC FFiI LINT AIFi INLET. IARAc TEri FHIA.. AN( R>CtN+.i T TO is RES lKit r.7 PROVIDE A DIAGRAM OF SYS I t:m ON REVERSE SIDE. SHOW E LEVA- TIoNS MEASURED. .-j YES MULCHED --I Ilt n I OYES PRESSURIZED DISTRIBUTION SYSTEM: _ r#LL. DEPTH ASOVt %'_X)VER V41E3TENtif## NCs.OF LA•TEF��' L SPACING GRAVEL DEPTH 61ELO)W PIPE TRENCHES: - N{ANIFi7Lfi PIJNIP NIFiU#FQ� U DISTR. PIP£ hAAN1Fi�L❑ R+I�kTFP tAL No. UJSiI Fi � DISTR P#p� [3#.�'i1F�iifU3lt?'V PIPE �liltTEitlAl. & �iAFAK#ftiC. `> CL£1i. (CIA. IrE EV. PIPES 7#A. L# 1 TEI' Il--A Retain ir} c unty file for audit. Sketch System on Reverse Side. TITLE r • SIGNAT''LfRF DILHR SBD 6710 (R. 01/82) N y ft AS BUILT SANITARY SYSTEM REPORT ell OWNE R 'TO W N S 111 P S E C ADDRESS RX COO UNTY WISCONSIN. SUBDIVISION, L 0 T L 0 T S I Z E PLAN VIEW Distances and di Imf-lilsions r-o 1,aeLat , re_quirewejjt,,_; of 1163 SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM NEEMENEENNO NNEEMEN01111 mwm.mmm� om ismism I 0 mmmw OXENOra 4.- V 1-nd i a t N r 11 r r w . . . . . . . ....... .. 44 5, BENCHMARK: (Permanent reference P o i n t Describe; lr'o- < x C,' ,jy-ktr 0 t-4 4j [,! ElevatiOli of vertical reference point: (16.), o Slope (,7 �a L site SEPTIC 'FANK.- ManufacLurer: Liquid Capacity Number of ringti Oil cover Tank T a n k in a n 11 o 1.0 cover elevation __1_"1.e.tE1evatior1:'_ 1 "I"ank Outlet E l e v a t 0 1- A PUMP CHAMBER ManufacturLr Number of ga-L. pun,,) set for a N cycle distribution linLAS Ions To ta 1 capacity of SIZLI ga"011 P e F lftillUtLA —gallon: Of pU111p head; liorsepower arid model, riumberwM *brand name of pump Type of warning HOLDING TANK,- Manufacturer F I -#I 1A n n) n n " -,� I e , 1, — Number of gallons DEPA11TPM'NT OF REPOR"T ON SUL BORING INDUST11Y," x 1".0 '9 LAB() 11 AND BOX 796 NS PERCOLATION TESTS )�J, VVI 53 10-7 P;F_1ATI0 Chal)tr,'r 145.045) Yi I _Y T H/ cl� (0 4V J4 ' NICIPALI'l OWN" H I 1"VU 1/R/1 E 0 Ny 'S NA Vi E MAI 1-1,NG ADDRESS: Pr- J2 7Pn L i %1 ADE DATE" LISP U-m F, r_ - ' - I rc S rs. Lei !'C. H COM1,1ERCiAL DESCRIPTION. - New E]Repiacc JA)4 15-P / Lv: F le R AT I N G ujtable fOr SYStOm U= sitaOFI1I E1) SYTFM.(11oIla ��I- D- 11 F'c'�'j L A L S Y ST E rulk I N F 11 1 A N ka. 0 r1i',': i--. N NDIN GF L,.ILJU 8 E-P S r S El I f Percolation Tests are NOT requ 1T ed DE S I G N R A T E It arty ;)(:)rt1cn of the lesit-d -Ire") is irl under 0163-09(5)(b), Indirale: rT A Flac)dPlainip I PROFILE DE.�'C_'RIPTIONS THICKNESSr C E X TU 11 E AN 1) L) E P-1 I I iACI E:I'% OF SOIL, WITH 80111ING T(0)1 L [)EP1 IHITO OROUNDWATI-n-INCHES .. I " K.) I ELEVATION L—r 10BEF)TROCK 1"Ac NLP,1BER I)FRP-A I N, OBSF HVi:Q v 51 � H I G HE S1 ___ _. , )� 4J. Pe, fUf��*k > .5'. 1'/ 7 el unders. I L)i B Fe 131v. > /Off F 4 r) -AJ d�: OG-'rj jd /0 5;, 2. > rly L5 J 0 Yo z, 5 4 U ,2, j- 11 PERCOLATION TESTS r- v L L-1 N(; H E: 5 "IS-T, D E P T WATER IN HOLE -TE-S'l TIME LP R OP IN V��A I.-L t LI F f RTQ1 NG INTERVAL -MIN, —PE-' I Fq C, H FS AFTE11 SWEL P rT Xe_ _ -- _ j�, - P- /5 P, RATE MINUTES PER INCH f and the dimensions of suitable soil areas. IndicAte sr -Me Or distances. [)cscribe whal are 11),Q horl- LOT PLAW. Shovv locations of percotwiun lests, 5oil horings c,-.jtjc)n on the plot plan. Show the SL103-!�:e elev�Aklon at all borings and Ilic direciic,n at-ld i)l-�tccnt -ontal and VeT-11cal clicvjilon reference points -and shnvv th6r 10 F r, a 6xe— V 6W 7-1 PO I, 0 r- 13C X4C & of land slope. Bc r rc)k, L I SYSTEM ELEVATION 19 V" &A 2� -Pic fPO/ e �vi�_x4c v r 5,1, dC7 TZL I— klW7` 7-0 Y f 5- 7— kt\ A /.r- r ;r 7f 4 A '17 2 0Lr,.4jo 0,g 13ev t)j!5_7404Cj1 V -13 C_- I JIMU I ul 1) Lj I I I v 11ul Idl, Jig -taLWt:1 -,- 4 i 1jW L 4 (JI PUYL�L, I- Ll 1111, 0 11 d L'U1 i L 1 01 4": ; ki 6- I T I L 4j I LT' T A S Z, Ili t Friction LOL-L 11, U. 11 Vol L-ji �L. Plpt= -w G CII CL-11 • pC--.r Cycle � � !:,hUwi'i ulk 1"j1uL j.;.1 Ljdj 1.x.AC)W: Ilk' RPr� U I "d I I A L.:)o cl 1,; IV C-O k�-IbVL LUalk S'-r "i L L L- L ,.6 L L, 1-b t:i t-1 h b-i Aj 0 kLAL L, L A%6 V, -- W-mm ELOQ TY F \A - by LhEb 9i'aj-kL.11j Li (-i i 4A v.L j j L I L: ix) v v. jr, P 0 1 o u b!�A t'-Li L) e ri t JTU t LA-- I I i tw u v (A V'-U i p, C L) LLJ Y' -1110 t-1,L-' p C C) L-11 j L L r a L nca lri-�;bulne Or Isold I tt-eli 116ble foi' iijq dvlecL!� jj, oil] I 4�.L,.i Of i CX611a licit. 101i C)vvj--.s-ALjht-, ('C�jj J- U C t I On $ - j Q r 1) L) Ij iLjL y r C� u I 'i ri c)r t I .1p Map Unit Description. Emmert harry sand, 12 to 35 percent slopes --St- Croix County, Wisconsin St. Croix County, Wisconsin EmE—Emmert loamy sand, 12 to 35 percent slopes Map Unit Setting 'I symbol: g589 National map tint Elevation.- 700 to 1,600 feet Mean annual precipitation: 28 to 36 inches Mean annual air temperature-- 39 to 48 degrees F Frost -free period: 120 to 170 days Farmland classification: Not prime farrniand Map Unit Composition Emmert and similar soils, 100 percent s, and transects of Estimates are based on observations, descript- ion the n7apunit. Description of Emmert PSON Natural Resources aiilim Conservation Service Setting Landform., Pitted out ash plains, eskers backslope Landform position (twdi o-melisjorial): Shoulder, Down -slope shape.- Convex Across -slope shape: Convex Parent rnc-Veriak Sandy drift over sandy and gravelly outwash Typical profile Ap - 0 to 8 inches., loamy sand AC, C - 8 to 60 inches: coarse sand Properties and qualities sio12 to 35 percent than80 inches Depth to restrictive feature: More Drainage class: Excessively drained Runoff class: Medium Capacity of the f170st litniling layer to transmit water (Ksat):- High to very high (5.95 to 19.98 in/hr) Depth to water table: More than 80 inches Frequency of floodII)g-, None Frequency of ponding.- None Available water supply, 0 to 60 inches: Very low (about 2.4 inches) interpretive groups Land capability classification (irrigated): None specified Land capabiilty classification (nonirrigated): 7s Hydrologic Soil Group-, A Ecological site: F090AY01 9WI -Dry Sandy Uplands Forage suitability group: Low AWC. adequately drained with limitations (GIOSXY003WI) ed with 007er vegetative classification.- Low AWC, adequately drain limitations (GI05XY003WI) Web Soil Survey Natiorai Cooperative Soil SurveY 0 !2 011`2 0 2 3 P8ge 1 of 2 Map Unit Description: Emmert loamy sand, 12 to 35 percent slopes ---St. Croix County, Wisconsin Hydric soil rating: No Data Source information Soil Survey Area: St. Croix, County, Wisconsin Survey Area Data: Version 18, Sep 6, 2022 IN 0 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey9/20/2023 Page 2 of 2 Sr. Croix COUNTY k FO MAkUx)e-% ....... .... .. ........ ................... ..... . ..... ... . .. ..... oil 9M OWNER F}@.1,ES � �[1�48ET�{ LkOfJ QE/.�TP.USi 2 � 5qj NOW., . . . . .... .............. . . ....... .... ....... ..... . ......... . .......... . .... .............. . ... ...... .......... ................ ....... ............................................. ......... .. ... ...... . .... ....... ..... U. ANN SBD-06499 (RI 1/20) • 71D A%.& Y WLF ENEWIN- CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval.. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: 1f you wish to renew the permit, or transfer ownership of # ca authority. t e erm�t lease contact he uu h permit, P ty . .. . .. ......... . . ...... ... ... ... . ...... . ... .. ............. . .. .. . ...