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HomeMy WebLinkAbout026-1147-34-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and 13uilt9ing 4ivision INSPECTION REPORT Sanitary Permit No: 430525 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. - �IA Permit Holder's Name: City Village X Township Parcel Tax No: Oeverin , Oranzo I Richmond Township 026- 1147 -34 -000 CST BM Elev: Insp. BM Elev: IBM Description: Section/Town /Range /Map No: I em • C /d & p 1 —B 24.30.18.1092 TANK INFORMATION LEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark i od � -9 o i.q 10a a Dosing � � Alt. BM Aeration Bldg. Sewer Holding SUHt Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO L WELL BLDG. Vent to Air Intake ROAD Dt Inlet ! Septic --z Dt Bottom �. ✓. J Dosing Header /Man. Aeration Dist. Pipe t ,� • I 9s`- Holding Bot. System 706 9 .G7 PUMP /SIPHON INFORMATION Final Grade Gt�eS�x 1 �7 4 13 Manufacturer Demand St Cover q q GPM Y 1 S 3/ �b •� / ! Z Mode tuber TDH Lift Friction Lo st ead TDH Ft Forcemain Length D' Dist, to we 3/ I E SOIL ABSORPTION SYSTEM / 0 4-1 � _ BED/TRENCH Width 3/ 1 Length Of Tren h PIT DIMENS NS No. O Pits Inside Di Liquid De DIMENSIONS _ SETBACK SYSTEM TO P/L BLDG WEL LAKE /STREAM LEACHING Manufacktrof _ L Y INFORMATION Typ Of System: CHAMBER O TY�� 0-1/— UNIT Mode Number: a /d DISTRIBUTION SYSTEM / 1 Z f A/6 Header /Manifold Distribution J. Ix Hole Size Hole Spacing Vent to Air Intake s) �/ µ �_. La N Pipe Lengt Dia � Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only �?/)�✓ Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center / Bed/Trench Edges Topsoil Yes FL� No Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: /,7 / O 3 Inspection #2: Location: 1462 142nd Street New Richmond, WI 54017 (NE 1/4 NW 1/4 24 T30N R18W) Richmond Meadows Lot 34 Parcel No: 2 1.) Alt BM Description = `7 TA G �/ � �/ �/y A� efL(.�l/VGIJ � 2.) Bldg sewer length - amount of cover Wd 61 no Plan revision Required? [] Yes No Use other side for additional information. D to Insepcto ✓fGbl� Y/ �� `' ��!!/4� Cert. — SBD -6710 (R.3/97) {' Safety and Buildings Division County ME I �jD *6co6sin M8dis n S ' ry Permit Number (to be filled in by Co.) Department of Commerce (� 2603151 4305"ZS Sanitary Permit AppliCa on Pin I.D. Number In accord with Comm 83.21, Ws p . Adm Code, aaoml ' 11'� CO U N T Y may be used for secondary purposes Privacy law, s15 Ind 0 N I N G OFFICE lent (if different than mailing address) I. Application Information - Please Prmt AN Information L Z Property No me Parcel ,D9 ` Lot i Block p z �.�v�r�s u� Oh VEV AI .2G // 7- 3 Property ownces M ailing Address property Location 3F 3''&'0t'rr. A-- CtiP City, State Zip Code Phone Number u. !a -7 (ckZr ) H. Type of Building (check all that apply) � T .�t> N; R ?et 0 1 or 2 Family Dwelling - Number of Bedrooms .3 Subdivision Name CSM Number 0 Public/Commercial - Describe Use ,, �,,�� 0 State Owned - Describe Use 3 - - ❑city ❑village Cra'owrship of M. Type of Permit: (Check only one box on lane A. Compliete line B of applicable) A. R System 0 Replacement System 0 TteaomenINding Tank Replacement Only ❑ Other Madification to Existing System B. 0 Permit Renewal 0 Permit Revision 0 Change of 0 Permrit Transfer• m New List Previous Permit Number and Date Issued Before Farpitation Plumber Owner IV. Type of POWTS emu: (Check all that G�,s '+ d • 15� - i "Non - Pressurized In-Ground 0 Mond > 24 in. of suitable soil 0 Mound < 24 in. of suitable soil 0 At -Grade 0 Single Pass Sand Filter ❑ Constructed wedand 0 pressurized 0 Holding Tank 0 Peat Filter 0 Aerobic Treatment Unit 0 Rec¢ailating Sand Filter 0 Rxirarladag Synthetic Media Fitter round 0 Drip Lime 0 CuaveMcss Pipe 0 Other (aiplain) V. DLVasaIffreatment Area Inf Design Row (gpd) Design Soil Application Ratu:(gpdsf) Dispersal Area Required (st) Dispersal Area Proposed (sf) System Man y If / o 3 �a• VI. Tank Life Capacity in Total Number Manufact rer ((�� Prefab Site Sled p Gallas Gallons of Units Concrete Constructed New Glass w Eristios Tads Tanks Sepik O AnobicTtemmaxi VII. Responsibility Statennent- I, the unders igs4 assume respousiI44 for installation of the POWYS shown an the attached plans. Plumber's Na me (Print) pkw4w Si 2mume MP/MPRS Number T77/--:- Phone Number <3s' - 1 of Phumber's Address (Street. City. )- G ° f 6 f/ yo2 2/0 Fogerty Plumbing & Perk T 6 1 , 1 - -47-?7 vla. c j�( 1 Sanitary Prank Foe (includes Groundwater Data: Issued Agents' (No Snoops) +" _ 3 ❑ Fee) Owner Given Reason nor Denial . IX. Conditions of Approvameasons for Disapproval SYSTEM OWNER; 1 Septic tank, effluent filter and _ dispersal cell must all be serviced / maintained as per management plan provided by plumber. I f 'V~ 2. All setback requirements must be maintained c� as per applicable code /ordinances � kl � L Athch co -Pkft Ply (to the Coady avf) for the system on pow not less the 81a z 11 inches in size b � yN co N C c o o c 1 � 5 e d 4D ov 0 l copy Or— I 1hx 0� a l x _ a -� I jr' M �t t4 I , M� I I C 000 cn N O +. -t V 41 0 Ec T CC i Ovisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 'r Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must 1 1611 include. but not limited to: vertical and horizont0rrefere"ea4xupt direction and Parcel I.D. 1�7-2 percent slope, scale or dimensions, north arrow, and pp rest road. Pe r e C �� Re wed by Date Please print alll'information. Personal information you provide may be used for econdary arposF s �,rivacy Law, s. 15 (1 ) (m)). AQ Property Owner - Pro erty Location , .Lot 1/ /4 T O N R E (o W Property Owner's Mailing Address °`-- = a F FICE Lo # Block # Subd. Name or CSM# City State Zip Code Phone Number City ( Town Nearest Road A4. A ew Cortsfrudion Us esidential / Number of Code derived design flow rate GPO ❑ Replacement Q or commercial - Desert: ,— _-- ____ - -- -- - - -- Parent material Flood Plain elevation if applicable an recommendations: �� i ' Z6 (60 Boring # El, 9 i6 �. IT 44 Boring Pit Ground surface elev v � ft. Depth to limiting factor `` in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff# 1 'Eff#2 Z - C s .a •3 93• �o 39.6 �'S'• ® Ong # Boring �. Pit Ground surface elev./-iZft . D epth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD#f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 3l� 5L - - 5 C� k "pun - g 79. (w 7-s. 6 ' Effluent #1 = SOD > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/- and TSS < 30 mg/L CST Name (Please Print) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 ° 'W 715 - 246 -4516 Property Owner ID # Page of Boring # ❑ Boring Pit Ground surface ele�z' -3 ft. Depth to limiting factor ei lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 J 3 - �✓ 3 0 3 - l v a Boring # C] Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F Boring # E] Boring 11 Pit Ground surface elev. ft. Depth to limiting factor in. Soil ligtion Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 1 '01#2 Effluent #1 = BOD > 30 < 220 mg1L and TSS >30 < 150 mglL ' Effluent #2 = BOD, < 30 mg1L and TSS < 30 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SOD -6330 (RAM) a Soil Test Plot Plan Project Name Richard Nelson Shaun B' Address P.O. Box 10622 White Bear Lake Mn 55110 CST 226900 Lot 34 Subdivision Richmond Meadows Date 7/1Y03 NE 1/4 NW 1/4S 24 T 30 N /R W Township Richmond ❑ Boring 0 Well PL Property Line County S T. CROIX BM or VRP Assume Elevation 100 ft. ; Top of Steel Fence Post System Elevation 93.3/92.7 *HRpSame as Benchmark Alt. B Top of 1/2" pipe @ 96.2' Alt 130' 5' B.M. 326' Property Line 0 Property Scale is 1" = 40' Luce unless otherwise l noted 5% Slope 3 0 ' 4 96' B -2 97' 98' 142nd St. H 6 � b • } I . I ., Al CD . o ( � n � O R , C � IQ �+ • • rn �4: :• N r i v _ S `G ( *; y 6 (n� OO C C9 01 -r" L u II II 00 CD + j POINTS OWNER'S MANUAL & MANAGEMENT PLAN Page J— of Z' — 'FR.E W) MAT10N SYSTM SPBCACA710NS owner _ _6 d,FC�'Itll�r _ Septic Tank Capaci► 13 NA Permit i '30 Z� Septrc Tank IlAnnufacturw r f 13 NA DESKIN PARATMEn iRS Effluent filter Manufacumei y 17 NA Nun*w of Bedrooms 3 p NA Effluent Filer Model rwo 13 NA kC Number of Pubic Facility Units NA Pump Tank Capacity g a l 13 JIA Estimated flow (average) Pump Tank Manufacturw Q NA Design flow (peak), (Estimated x 1.5) Pump Manufacturer 0 NA Soil Application Hate _ . 7 /Ax Pump Model D Standard 1 1111m RE Ouaity Mortify average' P1114 tj!as unt Unit C7 NA Fats. Oil & Grease (FOG) 530 n*L p SandKiravel Filter 0 Peat Filter Biochemical Oxygen Demand (1300) 5220 mg& p NA Q Mechanical Aeration p Wetland Total Suspended Solids PSM 5150 mg& O Disinfection a Other: Pretreated Effluent Quality Monthly average nispp i , Cei(s1 p NA Biochervical Oxygen Demand (®OD 530 mg& )q in- Grrotmd (gFavw 13 IrWar+arnd (pr ¢ed) Tote! Suspended Solids U S% 530 nWL 11 NA p At -Grade p Mound _ Fecal Coifwm (geometric mean) 510• cfu/tOOml 13 Drip -Line 1] Other: Mandmhurm Effluent Pardde Size lL in ilia. : jj p NA Other: NA Other: 1:1 NA h/alres typical far domestic wassawater and septic Melt effluent. ' i] NA SCt§WUM Service Evart Servloe Inspect condition of tank(s1 At least once every: MrrnarM al Weiillmom 3 Vews) 0 NA Pump out contents of tarnk(s) When combined shrdge and scum equals non third (YJ of tank volume p NA Inspect dispersal cell(s) At least once every: ?j p + 3 ysarsl p NA Avearw Clean effluent filter At least once every: t — p maul" p NA 17 month(s) Inspect pump. pump controls & alarm At least once every p hear(s) Q.NA Ruda• laterals and pressure test At feast once every: • 0 Ye Q WA Other- At least once every: morsth LL NA Other: ELNA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be merle by an individual carrying one of the following licences or certifications: Master Plumber; Master Plumber Restricted Sewer, POWTS inspector, POWTS Maintainer; Septage Servicing operator. Tank inspections must include a visual inspection of the tank(s1 to ide titV any rissirng or broken hadvm% khmvWv any cracks or leaks, messvre the volume of cornbihed sledge and scum and to check for any back up or pon 5 g of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels it the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the growhd surface may idiaate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. .. Page of •I UP AND O1�iATI0N products or other ctmdCals the For new construction, prior to use of detect ad have the corrtar�ts than may impede the trrrt process andfor danoge 'On M119 C01111161- if high we of the tank(s) removed by a septage servicing operator poor to use' System start up shaft not occur when soil conditions are frozen at the infiltrative surface• otaii9 pow pip to ilcs May 0 above normal highvrater ham- VVion power is restaind the amcess wastewater will be d'rscharged to the cuspersal cdW in one large dose• ovedoading the call" and may rest in the badcuP or surface dsdhaW of effluernt. To avoid this sitnration have the contents of the pump tank removed by a gaga Servicing pry to restoring Power to the effluent lump or contact a Pk nber or POWTS Maintainer to assort M, Norway operating the pip controls to restore nomad levels within the purrw tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over or otherwise disturb or compactthe area within 15 feet down slope of any rrarund Of at - grade "I absorption area - Reduction or �irrMnation of the fo5owi" from the wastewater strearrr may impra�re the 1 o 'ce and the of the swabs: degNosem: dental floss~ drapers; disinfectants: fat: POWTS: antibiotics: baby woes; agaratxe bats; condoms: oaaton 9% tiaebirades; rrieaaE sexes: iris: od: forsrdation drain !sump purnpl water. fish and vegetable Peeings; gasollinm Pa . pro'dicti. P serdtar1/ ne; and water softener brine_ ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned Pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: absorpdw ❑ A suitable nNAacenu <nt area has been svakw"d and may be utT¢ed for the location of a replacement sod system. The reptacone at area should be protected fmm distrubance and compaction and should not be irifiiriged upon by required setbacks form existing and proposed struc o e. lot Ines and wells. Fissure to pmRerx the replacement wee will result in the need for a new sag and site evakodon to establslr a suitable replacement area t system mIS comply with the rules in effect at that tame. ❑ A suitable replacement area is not available due to setback and/or Will Irritations. Betting advances in POWT£ technology a holding tank may be installed as a last resent to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soli and sift evaluation must be performed to locate a suitable replacement area. _ If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. - ❑ Mound and at-grade soil absorption systems may be reconstnuicted an Pie following removal of the biomat at thf infiltrative surface. Reconstrixtions of such systans Nwst conVW with the rules in effect at that time. < <WARNMIG> > ' SEPTIC. PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSU OXYGEN. DO N0I ENTER A SEPTIC. PUMP OR OTTER TREATMENT TANK UNDO ANY f�ClAY1STANCES. DEATH MAY RESULT. RESCUE OF / PERK[ FROM THE ■E ERIOR OF A TANK WAY BE D1111WI .T OR MPOS'MKE- � �2211>30 (715) A POWTS INSTALLER POWTS Nance I��' �r'e Phone S — — 3bs� Plane '' — D SEPTAGE SERwIIING OPERATOR VqM1PM LOCAL REGULATORY AUTHORITY '�f Name Nam 'IF, cam coin• r Phan Phorie s - 3?b " This doanrnena was drafted in compiarnce vda chapter Comm 8322t2XbKjffA&W and 83.541111, to 8131. Vftmah Admirfttratir• code. 5311282 :715 FAX NO. FROM :OEVERING HOMES LLC Oct. 30 2003 10:24AM P1 tint 30'OD aas2os FOGCRTY PLUMD104c 171GOOGGPaO p•e ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT ' AND OWNERSHIP (x+RTIFICATION FORM Owncr/Buylx Mailing Addmw rf ]P l Z 5� (ved6cem agwmd from phoning Dqubneat for ) City/State Petrel Identification Number '0 z 6 —/ /YT z4t - • I G �Z) LEGAL DRSCRIEW Property Location %,. df ' /•. Sec. t 2 T 3a N -1_W, Town of C�/ • YDrt/D Subdivision AMC Lot '— Ceraw Survey Map # Volume . Page # . Warranty Deed # y1 ©.2 9 . Volume Page # Spec house ❑ yes U3 Lot lines ideaiti&ble M yes U no $Y57'BM MAIl�1ANf�$ legx+oper�se. sad. �o�oeaf7raa <arp�systemeaddiesnitia ibp�aatntefniiansrs Laadlewades. Proper Coseisls of perspiag am she sep8e fade emery tl sae yaw w it see" by a tiva d po i Who Yaw put in" do $3010 mu aQeal the I 1 1 of do septic tads as a %mon o ~ is ate woo dkpod rp$m no poppy aye w alpeaa b wbmit to at Oak UsI g Dapatowd a oaMoslim Mini, ApOd by the em ew and by a masts: pbtaier, jaaneyassnpiaaaTta�t aea *eaaadpgatpf fwwfyiagdtet(l)dwaali - -to rme. &sposlslabaa . " "'oiiad�tias aardUas aAer' aai d din took b bp fta U S Plait of dadp6 u n proper spaatut; C!1 �e� Pa4� C �), �� t� � ttadeaaped lose cad ak a6ore ta+gai4at�1• a.a.daa is maishia� piwtte at:wnes s�steat writb ate sla�dasdl at fark butim.as aatby do Dipa o otarCasaoeaoa aart�eDepaeara.RatNMnat ilaaoaaoee.Swsaf Waua�. OlaniGatioa slstiltg tbie yltar aapde arste+i boa heel saaialaiaa/tlatat be aaa*itsei atd :+aslsedte the 9t. Caaaa Crawiv pia OdGeaw ab 30 da" 7M mad..d r DOLTS' owrll�R c>9'xtn c�s�o�y ' . • . . I (+� t:edify tba aY seNaaasAs ao this Panat sae this 1a aaz beat of my (oar) toaoarktiga Y (we oalt (sea) flea ow��) of the atiore. b7i vstae �1 a wanawy deed.eooiied is Aagiatet d; I)ouda OAioe. t7P DATE- Any iofwmWm dot is mated my poet in rte sisibry ptadt being wvOwd by the Zooft Dep tint-' •• Include with "appnc d m: a wMed wanamy. deed fiam the Regisw of Deeds office ■ a*" of the a elified run" msp if Weremm is Ym4e is the W*wunty &EA Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County C( '' 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 Parcel I.D. / percent slope, scale or dimensions, north arrow, and location and distance to nearest road. //Y -7-- 35/ --coo Please print all information Reviewed y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Q Property Owner Property Location 2 2&a6 Govt. Lot S 114AJW114 SZy T 3 (S N R E (or OW Property Owner's Mailing AddressLot # Block al # Subd. Name or CSM# h22- (chr� e City State Zip Code Phone Number ❑ City Village E -Town Nearest Road New Construction Use: Q Residential / Number of bedrooms 3 - ` Code derived design flow rate C) G P D ❑ Replacement ❑ Public or commercial - Describe: Pi�tR�r» [�✓P�2 �� Parent material , / Flood Plain elevation if applicable / ft, General comments ysl em Q f V, TO P J $. 5 1- U 1 V 9;S• `70 �`� and recommendations: ft P IX 2002 15 . y l / 7 T. � — T w/���^ SZONOUNTY o� S j -yi �'�S�G�n ZO N ING G OF FICE a Borin � c` r 3 g # ❑ Q ing pit Ground surface elev. (? l� -1% ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 +Eff#2 v�i3 !c) 2 - - 5i zm b� rn4 C3 ivC S 8 3 l U r/ -- n S v I e / 2 IV Boring # ❑ Boring 9` Loo Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description FText Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 3(z C I 5 S 2 - zq \]I y /k VYAL c - �! M5 [J5 m ! C 5 /. le0 J(j^ C Z P .. -5 r L :air) k Is • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Address Date Evaluation Conducted Telephone Number ' z!/ 3 � ,�-, � -� cr,.e .G�. w l • S`/ozs' `J � -D Z ors z yz_ a � � SRO -8330 (1107100) ' I Property Owner N 15�1�11 Parcel ID # Page Z of 3 ❑ 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/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 5 2#-n abL S I v g 5 os mI C. 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. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # ❑ Boring F ❑ 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 /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L I The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.07/00) V PAGE F�, OF NAM el - sO V TOT #3� LEGAL D SCRIPTIONSE X1VW ,S z Y 13 .N,R, SCALE: I"= y� - -- BM I ELEVATION /00, 0 BM I DESCRIPTION To a o � ) " P U G — + - — BM 2 ELEVATION BM 2 DESCRIPTION To fJ o UG SYSTEM ELEVATION y0 ALTERNATE ELEVATION Z.O CONTOUR ELEVATION 9j 00 4- 9 So Z Z �� a v 6 � a -e VVN p ce A-- I SIGNATURE - -_ _ -- _ DATE G � �� , .o.. - z.vo ' 1 I NSA =2.11 kcres / / �h h ° / 1 ,� ✓ I lie 1H Ci o •. 33' I� s4 4b B25 a25 /th:� 54.�i0 o � 229• l 81676 SgFt ,9 / I / in �r �' ► 1.88 Acres ti / NBA =1.69 Acres ry •�� ; / /ryp 727W 9 1.67 cres / io •r9i Ic3Qr�i s h / 0� ��jha / ry NBA =1.4p Acres / mg p , / , ,� 4� t /` ' sa4• ' E t 4 / 4,2 r; % o —� /329• /. .I 1 84553 SgFt '/�� a� /'� B26/ 36,1 / 1.94 Acres , /Ao, /& NBA =1.74 Acres /�pti� / _ L _ ; �57 / 8'gFt 9 eras / NBA =�' 71 Acres / g � yj $`� Sb as � / /� � � /��� t ry � / �!♦ /� � ��. i 25 SqFt / 3 Acres / „�. _ 1 / 69796 SgFt± 4 b • , .75 Acres / 9�' J / 1.60 Acres± / / / / /� 8 ^ry m Acre' A 73889 SgFt± / "Oa / 1.70 Acres± / 0 7 61 NBA =1.52 Acres / / /' / �` /ryy I j OD 'O 33 / / ,'� *� / ,/ ��. 00 79566 SgFt 1.83 Acres / ry / , tiro / I / 26 b8A =1.55 �zres 163548 SgFt � / 3.75 Acres titA =3.60 Acre /� �o U 2 4 2 4 P 5 7 4 742029 WARRAN CY DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 10/01/2003 10:30AM This Deed, made between, WARRANTY DEED HILLVALE DEVELOPMENT PARTNERSHIP, EXEItpT I A Minnesota Limited Liability Partnership REC FEE: 11.00 TRANS FEE: 752.70 GRANTOR and, COPY FEES CC FEE: O EVERING HO MES, INC PAGES: 1 GRANTEE THIS SPACE RESERVED FOR RECORDING DATA NAME AND RETURN ADDRESS WITNESSETH, That the said Grantor(s), for a valuable RVAT consideration conveys to Grantees) the following 03A - 11000 described real estate in ST CROIX County, State of Wisconsin: s � PIN 026- 1147 -14- 000;026- 1147 -16- LOTS 14,16,43,32,33, 4 5,36 AND 37, PLAT OF 000 ;026-1147-43-000;026-1147-33- RICHMOND MEADOWS N THE TOWN OF RICHMOND, 000 ;026- 1147 -34- 000;026- 1147 -35- ST. CROIX COUNTY, WISCONSIN. 000 1147 - 36 1147 - 000;026- 1147 -35 -000 This is not homestead property. Together with all appurtenant rights, title and interests. Grantor warrants that the title to the property is good, indefeasible in fee simple and free and clear of encumbrances except easements and restriction so record. Dated this 1 day of October, 2003. RICHARD NELSON v (SEAL) ACKNOWLEDGMENT AUTHENTICATION State of WISCONSIN ) )SS. Signallue(s) authcnticaled: County, ST. CROIX ) Personally camp be,}ore rr�e oq _October 1', 2003 the above natn bed 7 Y l J /IV7Q ��3 ( fp known to the person(s) who e>tF�ttted the TITLE: MEMBER STATE BAR OF WISCONSIN 'n ins en LanlFac knowledged the same. W. THIS INSTRUMENT L. URN STRUMENT WAS DRAFTED BY: Public, RIVER VALLEY ABSTRACT 1200 HOSFORD STREET #201 �_ - tume f y co Non is permanent. (If not state expiration HUDSON, WI 54016 Tracy •12ro7ro3 . NotarY Public State of Wisconsin PP: s�� sx� INS / ,��,° / (V 21 •, T s� s 3 �i, o N 03 . 1 � - E A / 54.60' 229. AD 1 41 / 81676 SgFt 1.88 Acres /�"'v �� r /ry� 72706 SgFt .��� 37 O � / 2 / /C'^j � /ry 35 ' eF wry / / 1.67 Acres / (b 42 S - 22'27 -E 3 63.29' 84507 SgFt 1.94 Acres 0 j (b /.. 36 77957 SgFt � ^ q> /� 1.79 Acres 43 / � / "� RIf, i 84271 SgFt / 1.93 Acres / 35 69796 SgFt 1.60 Acres 0� / � / 4 3 / SgFt 1.70 Acres / E\` q �. 79566 S Ft Fe / 1.83 Acres / \ \ N 32 /