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018-1034-80-100
i i i _ . C~ 7 CD fD < < ' m O C 0 0 0, ~ ' ~ N CT N C CJt ~p ~ ~ ~ N N O- N d Q Q N ~ W ~ C C n ~ O ~ ~ D L:° V A w C ~2~~ ~ ~ ~ o ~ ~ O ~~ ^. L "° Z 0 o ~ c `~ a Z 0 0 ~ ~ ~ c ~ o' ~ ~ m ~ I ~ m N d Z 0 w O o ~ ~ m I ro C w m n 3 Z m O N N i p ~ ~ O fD fD O ~, .o ~ o a m3°'°'~ n ~~~~-rn o' 0 0 ~ ~ j v ~ m ~ m Z < mv, o o ~; . N N m O -• fD 7 N ~ 3 ~ m vfD~m C ~ y O ~ C O 7 _ ~ .+ ~ O = ~p d CD j O ~ ~ O. '- O 7 i O 0 i N 3 v, 'o ~ 3 . N d 7 7 ~ O. O (D O ~ a~ a ~ ~ I o m t~ O o t °o °- c~cno _ ~v c~ ~ , ! ~ '_ ~ ° ~~ ' _. ' d ~ ~ ~ , 3 :: - ~ ' , .. Ii ~ o w p ~ ~ N ~ I N ~ ~ N O V O 7 ? Q N A y C A V ~ O ~ O C D o 3 p1 O 7 7 0 0 C fD ~ O a ° a ~ .. ~ °' 'I ~ o O ~1 3 , ;i D (D ° ° ~ i c) r cn o o 0 0 0 '~ N ~ c v ~ ~ ,D .9 ~ 3 ~ m " a < ~ Z fn to to ~ ~ D ~ v o _ N K N 01 'O ~ ~''~ ~ N = ~ j I, (O .d. 3 N m v, ' ', rn ID 7 .- .. ~ Z W Z '~ D o o ~ !~ O c ~~ m N N O N C N fD i I I a ~ N D ~ ~ ~ ~ ~ ~ A ~ ~ .. ~ , ~ N W ~ C < ~ W fD A a ~ ~ z 3 ' a ~ 3 z `' y Z ~ A W c 'I 3 a Z 0 ,.Wiscon~ia Department of Commerce PRIVATE SEWAGE SYSTEM Safety aAd Buifdings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (t)(m)l. Permit Holder's Name: ^ City ^ Village ^ T n of: Delta Construction, Hammond Township CST BM Elev.: Insp. BM Elev.: BM Description: #' ~ D D yU - TANK IN FORMATION TYPE MANUFACTURER CAPACITY Septic _ Dosing Aeration Holdin SANK SETBACK INFORMATION TANK TO P/ L WELL BLDG. vent to Airlntake ROAD Septic S/ r S ~ ~ ~ ~ NA Dosing P NA Aeration A Holding PUMP /SIPHON INFORMATION rer Model Number TDH I Lift ain ~ Length ~ Dia. SOIL AB~RPTION SYSTEM Demand GPM TDH Ft Dist. To Well ~Ae... ~,.. _ e" . _ .~.,. ELEVATION DATA county: St. Croix Sanitary Permit No.: 363982 State Plan ID No.: Parcel Tax No.: i o 0 018-1034-80-~9A•~ 1t~~2-9~ t7r ~-+i7A-a'O STATION BS HI FS ELEV. Benchmark o (~ 3.2~ . 20 Alt. BM ,G Bldg. Sewer ~Sg ~ . ~Ht Inlet (o,3g t St / Ht Outlet (a • ~,, C' Dt Inlet r------ Dt Bottom ~~ Header /Man. ~. 9 2 ~ 3~ Dist. Pipe ~~ Bot.System Ct •92 °t~•3S Final Grade ~2 ~ q7 3 ~, cover ctt p ~ .z cw. C.Yos~ST ~° . °o.~x a . n_ ~. _.r- L. 1. ~. BED ! RE Width Length ~ No Of renches PIT No. Of Pits Inside Dia. Liquid Depth IM , -3 ~ DIMEN I N SYSTEM TO P / L BLDG WELL LAKE /STREAM LEACHING Manu acturer: Q~ ~ SETBACK W ioo INFORMATION Type O r ~ r _ A E Mo et Num er. System: rM "' SO DISTRIBUTION SYSTEM ~ ~ ~/~ ~- ram ''~9~~°'"^~' Header / Mani old Distribution Pipes} x ize x Hole Spacing Vent To Air Intake 4 Length Dia. L ia. 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 ^ No ^ Yes ^ No COMMENTS: (Include code discrepancies, persons present, etc.) ~~Q,(~,(/h~~7},GZI~~ Uh ~L Inspection #1: to /Z57 Inspection #2: Location: 110 qG~ ,QK ., Hammond, WI ~?15 (~ NW 1/4 16 T29N R17W) - 162917247A40 -Lot 1 1.) Alt BM Description =r~---~"~' o(~J 2.) Bldg sewer length = 3 0'- -amount of cover =1,~" ~- Sn (~~ 3) ~„ ;.~,Q ~,,'~. l ~ ~ l 2 - I FS U ~,cr- cR.d,,,.-~ r a~-..Q [ S" a~ ~,ea~ s y 5 ~ ~ le°„~- Plan r ision required? ~~ ^ No Q Use Qther side for dditional info ation. ~' c~- ~~. Date Inspector's Signature Cert. No. ` Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT Page ~ of in accordance wan Comm ao, vvis. Nam. ~.oua t Pl i i 1 i - County -~T .-'/ an mus n s ze. nches Attach complete site plan on paper not less than 8 1/2 x 1 but not limited to: vertical and horizontal reference point (BM}, direction and include Parcel I.D. , percent slope, scale or dimensions, north arcow, and location and distance to nearest road. ~~ •-- /© •^~ D r Please print all information. Reviewed b Date ~ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15,04 (1) (m)). Property Owner Property Location Govt. Lot SG(f 1 /4/(J!~/4 S ~~ T.Z N , R ~ E Property Owner's Mailing ddr s Lot ~ ~' Block # Subd. Name or CSM# ~- s C City State Zip Code Phone Number ^ City ^ ~Ilage Town Nearest Ro~ New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate ~ ~ GPD Replacement ^ Public or commercial -Describe: ~~// Parent material ~'ri Flood Plain elevation if applicable ar T~/~ ft• General comments ~~~r(! and recommendations: Borin~- Boring # pit Ground surface elev. ~/ ~ ft. Depth to limiting factor ~~ in. Soil A lication Rate C l ti n D i R d Texture Structure Consistence Boundary Roots GPD/fg Horizon Depth in. o or Dominant Munsell o ox escr p e Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Z .. 2 ---- S' G rte L /jt IC Z ~----- L ~~ .--~ ry sr/urc u -~ ~© ~ o ~ ^ Z Boring # ~ Boring ~ T3 G pit Ground surface elev. ~Q(,.~_ ft. Depth to limiting factor ~ in. Soil lication Rate i D th i l D t C tion Redox Descri Texture Structure Consistence Boundary Roots GPD/fg Hor zon ep in. o or om nan Munsell p Qu. Sz. Cont. Color Gr. Sz. 5h. *Eff#1 *Eff#2 l o~ o-z Z .~-- ~ .z ~ s ... ~- C L ..-- ~~ ~ 07 ~ ~ ~ * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L tm nt ~~ = rsw ~ ~V mgrs anu 1 JJ _ JV IIIyIL CST Name lease Print) ~ Si ur ~"'-'` CST Number Address l~ ~ ~ Date Eval ation Telephone Number ~~~~~ Property Owner ~/~G~~ Parcel ID # ~! / -- ~Q~ ~'" O ~ "' !"~ Page Z of Boring # ^ Boring Pit Ground surtaceelev. ~0 ~ • 7 ft. Depth to limiting factor ~~ in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft` in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 L _G ~' ~' ._--- -- /~! Boring # ~ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor ~n• Soil Application Rate n H i th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg or zo p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 ~e F~ L Gd ~~ ~~/ w' _ ,E k/ o~~ I ~ w LG ~ ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate h t C l i D tion Redox Descri Texture Structure Consistence Boundary Roots GPD/fP Horizon Dept in. o or om nan Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 r '~ ~ `Effluent #1 = BODS > 30 _< 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. S8D-8330 (R.6f00) ~' /?v s"T ~ L~ w ~~ " ,. i ~ ~~~~ \,, ~~ ~\\~ x'01 ~ , ~ N n~ ~~~ ~ ~ 4 r T ~ 1~ n ~'~~~. `~ ~ ~ '7 1~7 ~ b ~~~~ J ~ ~ r ~~ } ~t ~ ) T ~~,~'~', ~~ y x~ ~~ _C ~~ i~ ~i~o • p ~ l~ ~ ~ ~ ~~ ~ ~ ~ ~ ~" ~ ~ r~ x . ~ ~~ ~o~ v ~ ~~ ,\. ~ ~ ~ ~. ~_/ °° ~, N ~ N w 'o :. N ,' ~~ ~ ~ A ~ r ` ~ V ~ x r Z .~ ~ ~, /~, i '. Qy .' ~ i p ,. W n n '~b ~ ~v A ~' O G Q h ~ ~ ~~ T ~, . ~ v ^~ ~ ~ ~~ ~# `~~ ~N~ w~~~~ ~ ~ cn . •. ~~~ o~ o ~ ' ~ ° 3 ~ Oa a ~sconsinDepartmentofCommeroe SOIL EVALUATION REPORT Page of Division of Safety and Buildings n~~- y, ti' m accoraance wnm ~.omm ate, vvis. ram. i.oae Plan must Attach com lete site lan on er not less than 81/2 x 11 inches in size a County s" . ~ r'O t l~ p p . p p include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 8 ° 'C~"3~ ' ~ r~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~j ~ t - - ~ Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location L L ~~~ '1}'0..~hs-Fvuc.'~~~ Govt. Lot 5i.~ 1/4 /vrnl)/4 S l (o T Z~' N R ( (or) W Property Owner's Mailing Address Lot # Block # Subd. Name # City State Zip Code Phone Number ^ Village (~'fown Nearest Road ^ City ( ) /~ / lTi.Yh wt pmt g~ / ?©7h ,~'~ New Construction Use: ®-Residential / Number of bedrooms Code derived design flow rate GPD ^ Replacement ^ Public or commercial -Describe: Parent material _ Flood Plain elevation if applicable I`~ 4 ft. General comments n and recommendations: /~,C. rJ;n7 Ml CX I`~ i > ~'~t.~ ~L~ f rt ~l '"'~ `o'+~-+~ot.`~~~'~- • 4 1 0 ~ t8 `~ ~;~ y : b ^ Boring # ~ 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 GP D/fE= in. Munsell Qu. Sz. Cont. Color Gr. 5z. Sh. *Eff#1 "Eff#2 r ~-zo ~o~e Z/z ~1 ~~ ~ a ~. ~ :s ~-~' ~ ,- 3 3~• l~~ u/ of ~~,s S ;~~ ~ Esq ~ A+. ro,1,s - - - _ -, ^ Boring # ~ 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 GP D/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 * Effluent #1 = BODS > 30 < 220 mglL and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mglL and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Address Date Evaluation Conducted Telephone Number t^'1 ~~ ec 21 02 12:57a FOGERTY PLUMBING 17156355286 p.l FOGERTY PLUMBING & PERK TESTING 282$$ McKenzie Rd. Spooner, WI 54801 °----~ (715) 6359609 (715) 749-3656 S'> `; Fax (715) 635-5286 11-20-02 _. ~ _.,, David 8c Denise Lay 1704 96s' Av. I'lammond WI 54015 Same time ago you called and asked me to look at your septic tank filter. i did. Xou also stated your pumper had noted the filter was in disrepair. It was not. For the rewrd, you have s Zabel A- 1800 septic tank filter. This filter meets code and is installed by viriuslly every installer in this area Your system was inspected by the county zoning administration. The filter is intact and operating correctly, your pumper's opinion not withstanding. You are the first customer to expenietace a problem with their septic tank filter si~lce I've been installing them. I've installed perhaps as many as 250 to 275 filters. If you recall, I did mention to you of my concern with the volumte of water you were apparently using. Another issue may be a cloggeng material bfring introduced to the septic tank that is restricting the water flow through the filter. Or it simply may be, ba.~ed upon your usage, you'll need to clean out your filter more frequently. (There is no such thing as a self cleaning filter!) If you would like additional clarification regarding septic tank filters, call Kevin at the St. Croix Zoning Administration Office at 715-386-4680. ank ou, Dave Fogerty. CC KEITI~I KNUDTSON DELTA CONSTRUCTION ST.CROIX COUNTY ZpNING OFFICE - KEYIN ~~U15%D~I S>aaitsYry Permit Applicsitiioi's s~Y & &tildit~gs Divisisa7 In acaxd with Coasm $3.21. w?Vis. Adm. Cosh 2tll w. w ~,~,. See reuerse side for ir~tmcttons for contpteting this application ~'~~ ~ Box 7302 Petsanal iaforrnatisu7 yon provide may be uses! for sacandary putposcs Oapstrtiaant:a#:~a++meree E~~Y Law. s. l 5.04{ l)(m)j Madison, WI 53702.7302 (Submit saaapleted Pbrta to if iuu stall owtvod. Attach c 1KtC lens m the sxxu7 co cwl for the oa r not leer than $ -1/2 x t 1 is iii size. State Pexmit Nero a rowspn m prsmons ~oeaan 1. D. No~+ L A katloa Iatortnattoa -Please Prlnt all Iafornsatloa Locatin: ~~Y Ostlret Natne PwprnY Iaostian • ~t! v4 14. S .N. Prbpaiy Q,woe!'s ~'~ City, Seale Zip Code Phone N~eaber Subdivision Nemp of CSM Number { ~/ Gr/M i~Ip IL Type of Boil ' g: (check one) ~ ~Y 1 or ~ Fayrily I]wellir>6 - No. of Bedrooms :-,,,~,,,_ " ' ~ [~Towa f +~ fl~Q _ beuse}:_ ~s~ ~ 1?oishclCommercial(descn o D SAttc-Ovvaod ~ :r..,p~/~'~'~~ NraRat Road ~,i ~ aKx ax s~ .. I[L of scroll: Check onl one box on line A. Check box on line D if a livable A) 1_ 1Ve'~w 2. ^ Rt:pl77cest7e7tt 3. ^ Replacement of 4. 5. 6. ttion to stare S tem Tank On $~ Pesrnit ber ~p e~^ ~ ' - ' ~ evious! issued 1 o O ~ C N. Type o! PQ WT System: (Chsack all that apply) gAioaprcasuriznd In-ground ~ Mound ^ Sand Filter ^ Constructed Wetland (j Pressaai2ad tn-Qtnzmd ^ Holding Tan& l~ Single Fass ^ Drip Line ~ ~ ^ Aerobic Tteatnust Unit ^ Rccirculatin ^ Other: Y. Dis ersallTreatnt tat Area Inlbrmatloa: Ilvt 1. Image Flow (gpd} 2. Ihbpetal Area 3. dispeerssl Amt 4. Sa Appltcsdon S. emolatioa. strm ~ Required Proposed Rstc (GalsJdaylsq_ R) jMinJinch} ~/ {~ ~ p n ' rirll. Ttnk Capacity is Total # of Marntfaoturor Frefe6 Site Stool Piber Plnatie Informs@oa Gallons Gallons Teaks Con- Con- glass New Exisoing Crete strueted Tanks Tanks C7 D © O ~ VIII. Respoasibllity Statement I, the ttadetsi assume res sihil' r n of © shown on th¢ attached . ipns, s acne ~OkF/MPR5 rVo. utl~neas P Ad~ee tty, Slue, Coslo) rr 1' ~r/ T`Y~'~" I7C. ConatyllPepartment Use Dt.ly ^ (Disapproved Ssnitary Pstntit FN is utda^~' ~ Ds:o Issued onuing S' (Ne eesmpe) proved ^ Owner Given initial Adverse ~ ~'~)'_.~~ -~ /J~S~/OV / ff••/ X. Conditions of Approval /Reasons for Ilisapproval: 37 s ~-e25 7 Sec ~~.~ oti..~,.,.~ ~ Las-t_ Ei~ ffi~S' ~,,~l~,+~~' ~ ~'ys1~/ar l )-a ~~Cr-~r1~~+~rvx~ fof~"~' ~ ~tddpr~i~ rx~~. _ - . NI 4 .. ~ ~N ~ ~' [0'd 4Z0G96L~TLI ~D1 ~uC^'1'd~~6q~~F'3~aBo~ W021j 9E 760 00BZ/0Zi0i ~: Us ~ :, . ,y-_. ~-w. 2~(.Il . zy-era - Sanitary Permit Application '~~` p ~„~ tety t!c t3uiltlmgs Urvtston Washington Ave O "~ 201 W RE - ~~/ . . IYL In accord with Comm 83.21. Wis. Adm. C PO Box 7302 ~I~iseonsin See reverse side for instructions for com letin thi ication personal information you provide may be used fogsec y pur~~~s adison, WI 53707-730.' if na d form to Count t l'Bfl'r ! Department of Commerce y e tt c (Zt [Privacy l.av<•. s. 1 ~.04(1)(m)] St Cg01X state owned.; Attach com fete tans (to the counn~ co v onl )for the system. on a ess tha 'nc 'n ize. County it Number ^ Check if revision to previ s c• i State Sanitary P fate an tuber , C Z B all Information I. A lication Information -Please Print Property Owner Name roperty Location ~ 1 /4 ~ /4, S ,N, o Property Owner's Mailing Address Lot Number Block Number City, State ~ Zip Code Phone Number frubdiuici~t-P1a+++e or CSM Num G /b .. / /V / (~ ) ~~m II Type of Buil mg: (check one) of Bedrooms: lli - No il D 1 2 F ^ ~'ty ^ Village .. we ng . am y or Town of ^ Public/Commercial (describe use): ~ ~~~ ^ State-owned III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road O yfi ] ' p) 1. New System 2. ^ Replacement 3. ^ Replacement of 4. ^ Addition to Parcel Tax Number(s) ~~'~' ~~ System Tank Onl Existin S stem - -- B) Permit Number Date Issued ^ A Sanita Permit was reviousl -issued IV. Type of POWT System: (Check all that apply) Non-pressurized In-ground ~ ^ Mound ^ Sand Filter ^ Constructed Wetland Line ss ^ Dri l P ~1~Z ^ Sin S~ . p g e a ^ Holding Tank Pressurized In-ground ^ Other: it ^ Recirculatin T t t U bi ~ ^ A ~ g n rea men ero c . g / ( ~.,~ t ^ A r de a ~ V Dis ersaUTreatment Area Information: " ' ~ ~ - l.Design Flow (gpd) 2. DispersalArea 3. Dispersal Area ro 4. Soil Application / ft ) /d G l R 5. Percolat~on'Rate• /inch) (Min 6. System Elevat~ n Z ~ 3 . ~ 7. Final Grade Elevation Required P posed . ay sq, a s. aty( . . }~ SD 2 S p ~ , .. '~~ T'~'v / / • VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons + ~ Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks ^ ^ ^ ^ -~- ~. ^ ^ ^ ^ ^ VII Responsibility Statement I, the undersi ned, assume res onsibility for installation of the PO S shown on the attached tans. Plumber's Name (print) I'Iumbeyr,Signature n ps): RtPiMPRS No. Business Phone Number !~v x.1,/1 ~ ~ ~~ ~v ~ "' ~' umber's Address (Street, City, State, ip Code) VIII County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) pproved ^ Owner Given Initial Adverse S harge Fee) ~ ~ ~ ~ t Determination . o IX. Conditions of Approval /Reasons r Uisa proval: -~ s.~~~ ~ _ ~~ lay-- ~- Sl~q~y ~ ke,:.~ sre~. 1~~ ~ ,.2.P~. ,~ ~~ ~ ... ~/~9~~ /7 7 __ SBD-6398 (R. 07/00)~~, r~"~~ -' ~ -~ ~i.z~xr.~- /9 w ~~ t Z0'd '1t1101 . y M Q ~` v K ~ ~ ~ ~~ ci ~ fl ~ ~ "'~ ~ R ~.R ~ ti !~ ~ ~ ~ ~ ~a ~ a ~ ~ 1 ~~~ ~ ~~ ~ ~ `^ °~ ~~ ~ ct ~' ~ -~ ~, ~ . a M ~ ~ ~ ~i !'l n \r ~~ +~l '_~ P4 ~~ 1 ~ ~ ~~ ~~ ~, ~4w .~ V L T ~~ W ! y ~ ~~ ~M. ~` '-..rs ~ ~G .----- Z0'd £i.~}L96LSiLi O1 '~u[ '1'd/'6Qtd az•ae6od Wp21d 1:60 000Zi8Z/8i .y,~-- ~, ~~ ~~ ~b ~~ ~~ ~ 1 ^~ M` ~4 ,- .~~ n. a ~~ a ~ ~ ^ -~ ~, H ~ ~, ~ ~ ~ ~ M ~ ~ v ~ v ~ ~ ~ O h ~ y'` .O °O ~ o *~ -4 ~ ~ V ~ q A a a ~ ~ ~ v ~. ,~ ~ ~ ~ ~ ~ ~ N o t, ~ kp • `© W ~e o ~" ~' d ~ ~ ® ,~ ~ . ~, ~~ `o ~~\ ~~~ n ,~ ~ ,~ ~ O ~. ?~ r .~"j' Il 1 L A -~ ~ M ~a ~ ~ \ ~ t' ~ ~ ~ ~ h ~. 1S ~~pL/ y Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In-Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWYS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms Design Flow -Peak (gpd) S~.So Estimated Flow -Average (gpd) Septic Tank Capacity (gal) ~ l~v U Soil Absorption Component Size (ftz) ~ ~ - ~%~~ '~G~1-~. ~~= Type of Wastewater ~~ ~ Domestic Table 2: Soil Absorption Component -Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow -Peak (gpd) i n ov ~ SY- Maximum Influent Particle Size (in) 1/8 Maximum BODS (mg/L) 220 Maximum TSS (mg/L) 150 Tab le 3: Maintenance 5cneduie Septic Tank Inspect and/or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Pian for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shalt have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter. shall be.secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space..The atmosphere within the sepfic.or other treatment of holding tank.may contain lethal gases, and rescue of a person from the interior of the tank maybe difficult or impossible. Tank abandonment shall be in.accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used. as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 r Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep-rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. f,~^,~vSc,E~ ,Pdd~'t~~i2 ~~C-~/2t~-~~'V~ ~r,~S1zv~/S .-~av-~ DJ's /~,~rvr~-~ -mss ~~~~~~ ~~~. ~ 7~ ~ - 6 ~ s ~ X9601'. ,~' ,t~xSJ'u~'13~'i~ ~~~ ~~- ~[j,~',r~ , 7f.~s ..z~cL~t.D~'s I~~~"•v~' ~i1sV,~ ~/ o/~ ~~ t~Rs ~%z' ~-zGT~Ei~. ~~'~~v~ i~ d~ .,z~iVf~EcT~'.~ ,8c~ ~r~ ~r~~t~~"~T l¢T 7~ 7'-zyi~,~• ~oalL D~~~ rev ae~,~ jfloyL~ If€ ~/r~i,~~,~y .4~/ ~L,~r, ~ouv.Ds ~ ,~'~G• Sc~~~ r,~S~ r.~r~ ~Gd"~ ~/'~i~iR~~r~ ~.~ t..t,,~t,E r--~ ~~~ ~~ ~ ~- /~~'o 3 WisCon~.n~epartmentofCommerce SOIL AND SITE EVALUATION Page ___~__ of 3 .[Division o#:Safety and Buildings ; ~ ~ 1'. t in accord. with Comm 83.05, Wis. Adm. Code . i 17+~ i ~ -, i ~ Certified Soil Testing Attach~complete site plan on paper not less 41jan ~'htic 11'ihches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimemsions, north arcow, and location and distance to nearest road. ---------------- --- - -- - --- --- Parcell.D.# 018-1034-80-000 APPLICANT INFORMATION - Please print all information. -- - --- y--- -- Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). i B Datf~ Property Owner Property Location Bonte, Ron _ Govt. Lot SW 1/4 NW 1/4 S 16 T 29 N,R l7 W Property Owner's Mailing Address Lot # I Block # ! Subd. Name or CSM# 1011 170th St. 1 I ~ Bonte CSM Pending City State Zi Code PhoneNumber [] City I- J Village Town Nearest Road Hammond WI 5015 715-796-5240 1-lammond t7o~l~h St. ~' flew Construction Use: ~ Residential / Number of bedrooms 3 [ JAddition to existing building Fteplacem;;nt ~ Public or commercial describe CodE Derived daily flow 450 9Pd Recommended design loading rate •5 bed, gpolft~ •6 trench, gpd/ft2 Absorption area required 900 bed, ft' 750 trench, ft= Maximum design loading rate •5 bed, gpd/ft~ •6 trench, gpd/ft' Recommended infiltration surface elevation(s) _ 94.4 ft (as referred to site plan benchmar install 3' 4' 'dewinder, Hi-capacity "turtle-shell" tr ch for 3 br Additional design !site considerations Parent material outwash plain w~~/ ,,,~° .T' ,~~,Cpfl _ _ Flood lain elevation, if a licable NA ft S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U=Unsuitable for system ~ n U l~ S^ U [XIS ^ U ~~ S^ U C S~ U ~ S ^__ U Boring# ~. ~l Ground elev 97.4 ft Depth to limiting factor -- >77" ,.:,.2 . ~, Ground elev _ 97.3 ft-_ Depth to limiting factor _ > 80" Horizon Depth Dominant Color Mottles Texture Structure GPD/ft2 Boundary Roots iConsistence in. Munsell Qu. Sz. Cont. Color I , Gr. Sz. Sh. Bed Trench 1 0-7 l OYR 2/2 - sl 2 m cr ~ mvfr ~ cs 1 f/m .5 ! 6 2 7-18 lOYR 4/4 - sl 2 m sbk i mvfr ~ gs lm .5 .6 3 18-29 7.SYR 4!4 - sl 1 m sbk I mvfr cs - .4 ~ .5 4 29-69 l OYR 5/6 ~ ~ s 0 sg ~ dl ; aw - .7 , .8 ---- ;- - --- _ __ __ ------------ 5 69-77 SYR 4/4 \ - sl I 0 m mfi - - .3 j .4 '(-`Is.o 97 - 9y = ..T " k ~__1¢~!/~'' __sL ~•3 - -T.t!7v_ ~H2__ ~_~__ ~8 s/t ~ Y. 8 ~ a .... ~ 1:d Remarks: °ccastonai gr ac coo oerow ~y° ~ ~ i 1 0-6 I l OYR 2/2 - sl ~ 2 m cr mvfr cs t m .5 .6 2 6-24 ~ IOYR2/2 - sl 2 m sbk mvfr c ,.--~- "~1rn--- .5 .6 _ _ __ _..._ -- - - _ _ .. _. _ ~ . r ~ 3 2~ lOYR 3/4 -~ - ~, s1 2 m sbk mvf r ~ . c gs ,- - . ',.., '; .6 4 33-45 lOYR 4/4 ~> ~ • l 2 m sbk mfr ' cs r Pl ~ b ~\ s ,~; m,r.l ~ 5 45-70 7.SYR 4/4 - Is 0 sg j dl t~ - I ,~*-~ - ~~~ 7 ,~ ~ 8 ~ f~ ~ 6 70-80 lOYR 5/4 ~- is f 0 sg dl °~ - sr ~ ~;,_ ~ ~~ .7 !~ .8 ~-b f t.3 • S- ~ ~ fi i . r , Remarks: consi°erabre gr at occastona- cob oerow 4r• IW'''~ •S .S ~r . ~- -3 . 5- . S' .~ .; CST Name (Please Print) Signature: C~ ~ , l CC ~ TelephoneTTS'- Henry F. Grote ~`,/ t}-t1~ 715-b65-2681 -- --- ~eRified~iT'I estmg --- -- - - ---- -----__ _- - ---- ---- -__- --- _ _ _ _ _ - - Address P O Box 57, Knapp, WL,54749 ~l%l4/1998 222774urr.ber 81093 PROPERTY OMIi~ER:_Ronte, Ron 'P{t~tCEL CG:# _0-8-to34=880-000 I ~. ,~ .F _,,, Ground elev 97.5 ft Depth to limiting factor > 82" SOlL DESCRIPTION REPORT ~] Page 2 of, ?' ,. Certified Soil Testing ~ , Horizon Depth in Dominant Color Munsell Mottles Qu. Sz. Cont. Color Structure Texture Gr. Sz. Sh.Consistence i ~ GPD/ft' Boundary , Roots ; - ged 'Trench 1 0-9 lOYR 2/2 - si 2 m cr mvfr cs lm .5 .6 2 9-31 l OYR 2/2 - sl 2 m sbk mvfr gs I i f ~ .5 i .6 --- - ------- _ _ . _ ..,_ _ - --- _ . _- __ ----~----- - 3 4 31-37 37-82 IOYR 3/4 IOYR 4/4 - - sl sl - - 2 m sbk 2 m sbk mvfr ----- mfr ~ rt I gs Im .5 .6 - - r- - --=--- - --T-.. lm ! .5 ~ .6 _t -- I j i . i I KemarKS: • ••• "' ~4 Ground elev 96.7 ft Depth to limiting factor > ~. 1 0-6 l OYR 2/2 - sl . , 2 m cr mvfr ~ cs 1 m ~ .5 .6 2 6-19 lOYR 2/2 - sl 2 m sbk mvfr J cs 1 f .5 .6 ' ----- -- r-._____. -_- 3 19-23 lOYR 3/4 sl 2 m sbk mvfr gs 1 m ~ .5 I .6 ------- ------ ~ -- - __ -- ~ _ -- - - - _ - 4 23-34 lOYR 4/4 0 - a~ - sl -- 2 m sbk mfr cw ~ r lm ' .5 .6 5 34-46 l OYR 4/4 - s 0 sg dl ~ cw i i 1 m ! .7 ~ .8 6 ~ 46-72 l OYR 6/4 s 0 sg dl j as - .7 ! .8 3 ~ --f ---- -~ ---- ~ - 7 72-77 7.SYR 4/4 3~'•~~s.'~ sl O m mfi ~ - ~ - .3 Kemancs. L.VtAWGL 0.VIG ~t a VLAi{WN44I t:VU JYwp • U~itiil3NllLt1 J I n Y/Y JI IIWIUJIUIW uL.LV., 7V 5 Ground elev 96.0 ft Depth to limiting factor _ > 85' Ground elev Depth to limiting factor 1 0-9 IOYR 3/2 - sl 2 m cr mvfr ~ cs ! 1m j 5 .6 i 2 9-20 lOYR 3/2 - st 2 m sbk j mvfr cs j lm ! 5 ~ .6 ---- - . -.-__ _ __-__ _ - -------- . ______...__ i ~ 3 20-22 l OYR 4/4 - is 1 m sbk mvfr cs j 1 m .7 .8 -~ _~- ----r------ - -- _- --~ ,-- ---- - 4 22-68 10YR2/2 - sl 2 m sbk i mfr cs lm 1 .5 .6 5 ---- 68-85 lOYR 4/4 - sil 2 m sbk ~ mfr - - .5 .6 ._ __ _.__ ___-. ~ -.-. _._-. , j i ~ j ~-, _i__.._-_. L.. __ _~_._____ ,. _ Kematxs: •••~~•r Va VJ•VILNI YM~/LIJI LLVII V-LL ., • S' .5 -5 . S' •5 .~ ._ ._ __{ . __ i ..____ ....ti _ _.._ ....i __.... ~ ~ _ - .--_-______-._ - - ._- ._.__ ._ ------- ---- ~ j --- -- -- I --- -r I - --- ---~ -t -- !' __-- _ ; ' --- ---T _ ,_-~ -- -- I i ---r----i---- rcemancs: - ' ~'~ ~.~ ,~ .~.~~~, r ~~ J 0 ~, r 1„'' m )~ +~ ~~ ,~ ~' ~~\ S ~~ ~ ~° .----- ~v ~! ~+ ,, X (.JS r ~` t~ ~9 ~, P ~ n~ i ~~ ~ o ~~ ., ~- a °'~ ~` v T ~~ ~ .A ~ ' s ~ ~ ~ ~' v ~~~' ~ j ~ ~ ~ - - ~ G ~ f ;F D ' ' ' ~~~o ~ ~ ~, G ~ P ~ ~~b +--- g ~ !, j _..~ ~ ~ a ~, r ~ . r ~ ~ p A -r d' ~ ` ~ c ~~ r ~ ~ s' '~ p 1v '`' r ~--~-i` r r P ~~~ r ~ ~~ -~ of . ~ ~j ~' t ~~ ~ ~ °~ - ,-- ~ P ~~~/ ~ E P ~' 6 ,~'' ~~ ,~w v r /~` 6 .~ f P ~c a r r P f r r o I ~ ~-- s 2 „j' ~~ ~~ 3 f ~ "~ ~ ~ p~ V ~/ j 8 .1-~ oG o j 0 Of A~ 3 ~~~ N w :~ M ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Mailing Address add 1 ~ / 7C~ Property Address / er • f~ ~ (Verification required from Planning Department for new construction) City/State /~iP-~s~®•~'i) _ r~.~' Parcel Identification Number p/~'--/D.3~ ~'0''~/F,G LEGAL DESCRIPTION Property Location ,S,c~/ '/,, ~~'/,, Sec. Jj6_, T~_N-R~W, Town of fi~~~~sayy Subdivision S'q9 Certified Survey Map # Lot # _~. l 3 ~ ~~ Volume ~'~ ,Page #r-~ ~= . Warranty Deed # X20 `1'l03 Volume / J D/ .Page # 37Z Spec house O yes J~ no Lot lines identifiable SZ1 yes O no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage is the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restrictedplumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification statin that your septic system has been maintained must he completed and returned to the St. Croix County Zoning Office within 30 days f the thr year expiration date. _. ~ /~tr~' SIGNA OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this Corm are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNA OF APPLICANT DATE '*'*" Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. """ :-~' " Include with this application: a stamped warranty deed Crom the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed . ~ , ynl, .~~~~1PAGE3 12 62x9631. KATHLEEN H. WALSH REGISTER OF DEEDS ST. CkOIX CO., WI RECEIVED FOR RECORD Dine M. Borate, as Trustee and Ronald C, Borate, first alternative 04-10-2000 10:30 AM Trustee of the Karl M. Ulferts and Katharine G. Ulferts Family Trust, for a valuable consideration conveys without warranty to TRUSTEES DEED Ronald C. Borate and Dine M. Borate, husband and wife, Grantee, E%EIIPT M CERT COPY FEE: the following described real estate in 5t. Croix County, State of CDPt' FEE: Wisconsin: TRANSFER FEE• 240.00 RECORDIND FEE: 10.00 PRGES: 1 'Ave. W 154002 018-1034-60, -70 (Parcel Identification Number) The North Half of the Northwest Q rter ( /= of NW '/,) of Section Sixteen (1ti), Township Twenty-nine (29) North, Range Seventeen (17) W t Dated this 24~day of March , 2000. AUTHENTICATION Signature(s) authenticated this T day of _ signature type or print name TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 70(3.08, Wis. Stets.) THIS INSTRUMENT WAS DR~E ,~ ~' Thomas A. McCor - . a ~ ~ ~~ -= Baldwin, WI 540d'~; r" t ~ ± : ~; O' ~Q r ,~ Drrte fN Borate Trustee ~~ Crtrt~s~ee~ 'Ronald C. Borate Trustee ACKNOWLEDGMENT STATE OF WISCONSIN ST. CROIX COUNTY. Personally came before me this 24~klay of Max'CY- 2000 the above named Dine M. Borate, Trustee and Ronald C. Borate, as first alternative Trustee of Karl M. Ufferts and Katherina G. Ulferts Family Trust, to me known to be the person(s) who executed the Toregoing instrument and acknowledge the same. signature type or print name Dale ~~. ,Tensen Notary Public St. Croix County, Wisconsin. MyDcpm~issi4~n is permanent. (If not, state expiration date 11 Uj .) 'Names of persona signing in any capacity should be typed or printed below their signatures. IMDrmaliM Vrolaugnala Company Fond du lac. Wlaconain 800.655- . ,,. ,, '. STATE BAR OF WISCONSIN FORM 1 - 1982 i; E~07791 WA TY DEED '~ KATHLEEN H. WALSH VCi. fi~'~S~AG_5~9 ~:i REGISTER OF DEEDS e I ST. GROIX CO., WI ` DOCUMENT NO. - , _::. (_....,. __ _ ._ -.. -._.. ,~ RECEIVED Fit REC(~D ~~ 07-30-1999 1:15 PM T1111jS Deed made between Ronald C. Bonte and ;, Dine Bone, Husband and Wife ~I EXEMPTT# DEED CERT COPY FEE: Grantor, ~ COPY FEE: and Delta Construction Inc a Wi sconGi n 'i TRANSFER FEE: 77.70 Corporation RECORDING FEE: 10.00 PAGES: 1 Grantee, '; Witnesseth, That the said Grantor, for a valuable consideration III II THIS SPACE RESERVED FOR RECORDWG DATA conveys to Grantee the following described real estate in S t . C r o 1 ~: COUn[y, Sta[c Of WiscOTlsin: I NAME AND RETURN ADDRESS Delta Construction Inc. ~~:~ 206 2nd Street Part of the SW a of NW a of Section 16, ~~ Hudson, WI 54016 Township 29 North, Range 17 West, St. Croix, ~; . County, Wisconsin described as follows: II i __ __ .. Lot 1 of Certified Survey Map filed March 22, 1999 in Volume 13, Page 3616, Doc. No. 5999880 018-1034-80 PARCEL IDENTIFICATION NUMBER li This i s not homestead property. ~! (tc) (is not) ~~ Together with all and singular the hereditaments and appunenances thereunto belonging; And warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except highways, easements, and restrictions of record. I' ~~ and will warrant and defend the same. Dated this 29th day of July ,1999 ~ _ ~~~ /C~ (SEAL) ~1 7 ~~ !~' (SEAL) Ronald C. Eonte Dine M. Bonte ~I • I' AUTHENTICATION ~~ Signature(s) (SEAL) ii authenticated this day of , 19 i i (SEAL) I. ~ ~1, I~ 1 ACKNOWLEDGMENT ~i State of Wisconsin, ;; ;, ss. • St . Croix County. j Personally came before me this 2 9th day of ~' J u 1 y , 19~, the about named i; Ronald. C. Bonte and Dine M. Bonte, i~ Husband and Wife i` r ., ~ . _ . ~ , : PREPARED FOR RON BONTE 0 / THWf ST CORNER) ~, I NOR SECT ION 16 -FOUND Q, ~ ' Lt ~ ~ ` COUNTY LIO~NUAENT w UN1'LATTED LANDS I I.OT AREAS: ............. C A ~;~ ~ OF I: 1.91 ACRES I I A~PROx, a. s' £, i'~fi . 83+313 SO.i7. , ra ACRES Exc. RitY pF FiL N. A~IO I ~ ~ I ~' s. OF F it ~+'. . 73, 794 SO. F T• L U7 2 - I . T7 ACRES • E ~~ ~3' 76,937 50.FT. , ;~,„~...~....-- .~- 6 f ACRES f XC . R ~i' I ~ ~ ay ~' ~ 'r~ , . 69+ 939 SO. F T. 33. OI' :~ 1 UT 3: 1. TT ACRES Y c 76+ 937 S0. i T. I~? `~~ IN r' `~ i~ a* ~ 1.61 ACRES EXC. Ri1V o ~ ' 'v ~ O ~ ~ + I s ~ ~ 3 3J. 02' ~ ' O ~ 3. w %= ~ Z ~. $ N88 2Y' ll w ~76J.'2 c C z rti .z Ig' 7 T' $ SBB 2 17' E 363.2 'O ro r ` y 3 3. az' . u O ~' ~ I I N ~ vi ~ + i R1 ~ ~ N ~ ;~ I ti IN ~ .~ L~r t ~~ ~ ~ D ~ ti ^x [7(~ f ~ I r V V ~ k IM I ~~ 1 E n c" i b •to i U <,, ~ Nee r>•' I ~' w Je}. z r' I }). OP' 6 a. I:Cn N N ro ~ pp --1 N N ` ~ '~ LOT ,i ! ~ ~ ~~ ~ A ~ I ~ ~ f AS 7 OUAR TER CORNER ND : rn g ' S f C T r vN 16 - FOU I ...r CC~UN TY AIONUAQEN T I4EST QUARTER CORNER }}• ~~ 7T' 4JJQ - SECTION ~ ^ - . --- 2' IRON PIPE N8H•27' I7'N~ .36.7. 2T' N88'27' 17'W 588' 2I' I i' t ~ li!l. ~~ I ~ UNPLA7TED l.nNn~~ ' LEGEND ., ~ ~-''~ ~~ O SET I' ~' 24' rRGN PIPE µE I(.; ' IIIP!(i . ~ ,T 1. 13 LQS. PER L !NEAR FciC - ~ .: ~ ' ~ ,,. ... .L~... ~ ', ~ L..,+ ~. . SEAR INGS REFERENCED TO THE WEST , . •• ~ '~ ~'+ LINE Of THE NW 1i~1 Of SECTION 16. • ^~ , E. AL"ASURED AS SOO.39' 03 CR01X CO. CC+ORD 1 NATf SYS TEAL) (S T ._ •- JA1,E5 il, MEBE•R' T=IaW NO . uE1SEN- 8ER LANQ SURVEYl ~ I • • 13 0' ,._._.-. S M E E T ~ O F ~ DATED " `~ " `"'-~ ISO 300 9e2ieA r,~ls ,NSTRU+VfNT DRAFTED 8Y JIN 16t'Sf~ O 73 ' I STATE BAR OF WISCONSIN FORM 1 - 1982 ~ . -wAfi~~S DE5 rQ DOCUMENT NO. VGL . PAG JJ ._ l-_ __ . __..._ ThMs.D~ed madebctween Ronald C. Bonte and Dine once, Husband and Wife Grantor, and Delta Construction Inc a Wisconsin Corporation ,Grantee, Witnesseth, That the said Granior, for a valuable considerarien conveys to Grantee the following described real estate in S t . C r o i ~: Counry, State of Wisconsin: Part of the SW a of NW a of Section 16, ~' Township 29 North, Range 17 West, St. Croix it County, Wisconsin described as follows: Lot 1 of Certified. Survey Map filed March 22, 1999 in Volume 13, Page 3616, Doc. No. 5999880 I: ~ 607791 ±; KATHLEEN H. WALSH ' REGISTER OF DEEDS ~~~ ST. CkOIX CO., WI a *i~ ~ ~~ RECEIVED FOR RECORD 07-30-1999 1:15 PM ~ YARRAHTY DEED II EXEMPT # ~~ CERT COPY FEE: COPY FEE: 'i TRANSFER FEE: 77.70 ' RECORDING FEE: 10.00 ,', PAGES: 1 ~• i 'I THIS SPACE RESERVED FOR RECORDING DATA f,l NAME AND RETURN ADDRESS Delta Construction Inc. ~~ 206 2nd Street ~~ Hudson, WI 54016 ~''~ 'I I ,I 018-1034-80 PARCEI. IDENTIFICATION NUMBER I~ This i s not homestead property. ~! (is) (ls not) ~~ Together with all and singular the hereditaments and appurtenances thereunto belonging; And warrants that the title is good, indefeasible in [ee simple and free and clear of encumbrances except highways, easements, and restrictions of record. I' ~~ i~ and will warrant and defend the same. '~ Dated this 29th day of July ,1999 _ ~'~~T~ (SEAL) ~f 52,CL %~~~ }~/~~ (SEAL) Ronald C. Bonte Dine M. Bonte ~i (SEAL) (SEAL) i~ AUTHENTICATION ACKNOWLEDGMENT State of Wisconsin, Signature(s) ss. wis?nsjn Department of Commerce OIL AND SITE EVALUATION ~' Oivisiop of Safety and Buildings ~R~~i~h Comm 83.05, Wis. Adm. Code Page __1 _ of 3 Certified Soil Testing • Attach complete. site plan on paper not less than 8'/: x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Ct'O1X percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. --- - - - -- - ParceII.D.# p/~/~~C~- ~0-~Qd APPLICANT INFORMATION - P/e ~e~p{int all inform~~n. - - - - Z ~/~ Personal information you prowde may be used fo n ry purposes Priv , 3,15.04 (~) (m)). R viewed ~Cp ~ Date La,_ (6-a.aQD Property Owner , ,~ ~• ~~- ° `~• ~ ".P operty Location Bonte, Ron ANt~~~ ~ ~ rr~. ~•o t. Lot SW l/4 NW 1/4 S l6 T 29 N,R 17 W Property Owners Mailing Address - ~ ~~ ~ ~ °t= '~~ Co Block # Subd. Name or CSM# 7~ 5~1 J ~~~ V /3 1011 170th St. ` ~ sr ,R ~-.~ , ~_ Bonte CSM Pending ~ 3(0/~ ,_;, , ~ _Oik-- _ __ -- _ __ ____._-- _____ --_. ._ ~_ 7 - - .. Cdy State e- r City f[~ -f Village Town Nearest Road Hammond WI _ ~ - -+fS~40f ~ Hammond ~ 170Th St. j~; New Construction ~_ Resi .~I 1~umber.A'f iioms 4 ~__JAddition to existing building Use: ,' Replacement L__~ Public or com 1"aTdescribe Code Derived daily flow 600 gpd Recommended design loading rate •5 bed, gpd/ft~ •6 trench, gpolftz Absorption area required 1200 bed, ft' 1000 trench, ft' Maximum design loading rate •5 bed, gpolft2 trench, gpd/ft' Recommended infiltration surface elevation(s) 97.7 ft (as referred to site plan benchmar instati 3 - 2.^' x 3.75' "iucwindcr ', I' csp;~city "turtle-shett° Lenches fc; 4 br (t 1 s"et!s each) Additional design I site Considerations ~ 1' ~ , ~ .h ~ Parent material loess over till Flood lain elevation, if a licable NA__ ft S=Suitable for system Conventional Mound In-Ground Pressure' AT-Grade ~ System in Fill Holding Tank U=Unsuitable for system ~ ~ ^ U ~ S 1 J U P4 S i! U iX S i 1 U ~ S ;~: U ; S ;•: U Boring# Ground elev 100__9 ft_ Depth to limiting factor _ ' 98" - 2 Ground elev _1.01.5 ft Depth to limiting factor >98'_ Horizon Depth ' Dominant Color Mottles Texture Structure Consistenc Boundary Roots GPD/ftZ ~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0-8 IOYR 3/3 - Is 1 m sbk ; mvfr ~ cs I lm .7 ~, .8 - - __. _i _ -- --- -- - 2 8-12 ~- lOYR 4/3 - s ~ 1f .7 ~ .8 O s ml cw g - ---- -- - . _ ---- ~ 3 12-98 I OYR 7/2 - s f dl i - ' - ' .7 .8 0 sg --- ~ _ ,_ __ - - - ----- ,; --- I q~-~ oeeasrona~ srraunea mcos oerow ~c; occasronar gr 6c coo an nuncu„s Remarks: _ - -------~---------_---________. _. I I 0-8 i01'n3i3 - ~ is lrnstik ds I cs 2fitii .7 .8 I 2 . $-18 __ l OYR 4/3 _ _ _ ._ _ - s 0 sg ! dl ! cw 1 f ', .7 ~ .8 3 18-31 l OYR 6/4 - ~ s 0 sg ~ dl '; cs ~ 1 m .7 ' 8 4 31-98 lOYR 7/2 - s 0 sg I, dl - - .7 .8 , ~ t ---- ------ ', - - , . .. ____- _.__ - -___--- ----- ----- -- --- -- 1 Ramarke• oecas~onar me~us~ons iu r x 4rw s ac consiaeraote gr m nonzon o; aisconunuous ~ x n 4~~ si s7anusnnciuswn~ tc r suw, us f ;e`. r ~- ~ o. """""'"' stratified-I7I~"701'R-3t~s b s occasiona71y31=5©;-some gr 3t=53 w1 more gr below 53" CST Name (Please Printj Signature: Telephone No. Henry F. Grote ~' 715-665-2681 _---__-Ceitifie~S-oil-Test'-n ~--- -- ---- ----------- _ _ Address g Date CST Number Ref # P.O. Box 57, Knapp, WI~54749 8/5/1999 222774 1200 PROPERYY OWNER:-F3onte, Ron _-- --------__ PARCEL LD.# Pending G ound elev 100.7 ft D~~i ih to limiting factor > 96` 4 Ground elev 101.0 ft Gepth to limiting factor > 118" SOIL DESCRIPTION REPORT ~ ~ `~ ~~~zo~- Page .? of 3~, ~ ~ F Certified Soil Te~~ting ~ Honzon ~ Depth ,n. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Consistence) Boundar ~ Roots " _ GPDIft~ Gr. Sz. Sh. y ! Bed Trench 1 ~ 0-8 l OYR 313 - is 1 m sbk mvfr ~ cs , 1 f .7 .8 2 8-12 lOYR 4/3 - s ~ 0 sg - -- _ ml - ~ cw 1 f .7 .8 3 ~ -_ 4 ~ 12-24 24-96 lOYR 6/4 IOYR 7/2 - - s s 0 sg ~ 0 sg dl ~ .7 .8 7s lm }-_ _ _. ~ dl ~ - - .7 .8 f - - l - -- - ------ __ _- --- ~~- -- --- -- - . __ _ ~ - - - i 1- -- t i ` 1 I 0-3 lOYR 3/3 - ~ is 2 m gr ~ ds cs ',, 2flm ' .7 .8 2 ~ 3-1.4 ~ lOYR 3/3 - is ~ 1 m sbk ~ ds ~ ~ cs ~~ lm .7 .8 _ _ _ ._- 3 14-28 I IOYR 3/3 - Is i 1 m sbk 'i mvfr gs ' lm .7 .8 4 28-32 7.SYR 4/4 - is 1 f sbk ~ ds ! cs 1 f .7 .8 5 32-45 7.SYR4/6 - is 0 sg dl cs im .7 '~. .8 - _ -- 6 _ _ i 45-70 _ ..- ___ - lOYR6/4 _ _ __ __ _ --- ------- - - --- _ s ~ __ 0 sg i _ ~ dl 1 ..__ ~ cs _ 1m l .7 ! .8 ----- 7 7 - -- ~ "10-118 - ----- lOYR 7/2 -- ~ - s I 0 sg ml - - .7 .8 5 Ground elev 1.01,_1_ ft Depth to limiting factor > 100° cat :zbantfi$" vvhere--19Y-R 6f4 sand-begins; siztsystemfor-st~~5f0:fi-ducto vatyittg-depths of sl sl I 2 m gr mvfr ~ cs 2flm .5 .6 sl ~ 2 m sbk mvfr cs 1 f .5 .6 sl ; I 2 m sbk mvfr cs If .5 ; .6 ---- -- sl ~ -- - _ 2 m sbk _ _ _. ~ _ mfr ~ . ~s 1 f .5 .6 sl ~ 2 m sbk ~ mfr ~ cs ~ .5 ~ .6 -_ I- sl ~ __. 1 m sbk -- - mvfr ? - - .4 .5 Ground elev Depth to limiting factor Remark< ~ ~~Iw ~ . I s rt .-+ 9 ~ ~ s 9 ~~ a 3~ i i n~ 1~ ~ U s --~ ~~ ~` 3 f ~1 P ~- f 4 -s' ~ ~ ~ .:, •" ~ ~, ~'' = ~ ar -~~a D I ~ ~ ~ ~~ ..+ ~ i- J' f ~ ~ ,J ~ O ~ ~ ~ i• J J' f „ o- ~ i ~ ~ 'fl u0 i d '~ ~ ~ ..J a ~~ ~~ V~ i ~ ~ ' ~JJ ~ .. i ~ ~~ ~ d ~ ~~ ~ ~-~ ° _J ~~~ ~s ~I~d 'S J~ \ ~~ ~~ ~ a ~. 3 y~ 0 .~ .~ ~ ~~ z a a =•' ~' ~N i ~./ - ~ ~~ k M ~ ~- \ ~ a ~ u ~ d ° ~ ?~ ~ s ~ ''~ ~- .~ S `~' o Mf ~r 0 'rn 1. ~¢' ~~ ~ ~~ O .~ c a~ Wib~ ~s'h Department of Commerce OIL AND SITE EVALUATION Page I of 3 't)ivision of Safety and Buildings OR~~1~ish Comm 83.05, Wis. Adm. Code Certified Soil Testing Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. parcel LD.# Pending APPLICANT INFORMATION - P/e~se,print all inform,a~ion. Personal information you provide may be used foc5@cond8ry pu~poses~Privacy~a4v, s, 15.04 (1) (mp. R viewed Date Property Owner '. ~ ` ~'~ f f .I?toperty Location SW 1/4 NW I/4 S 16 T 29 N R 17 W Bonte, Ron ~ `' •; ; , • _ ~ Govt. Lot Property Owner's Mailing Address _ t D Lot # i Block # ~ Subd. Name or CSM# 1011 170th St. ~ -~ ~ 1 Bonte CSM Pending _ _. ,_ City State ~igg,Gode `t'hoox~~,,ee mtier ~` ~! ~ City If ~ Village Town Nearest Road 170Th St. Hammond ~ WI 5&O.i S 715 '1~b;~S240 ',; Hammond ~:' New Construction `!' Resideriti9l,, Number of hedr6oms -4 iAddition to existing building - Use: ~' Replacement L j Public or corrir>ierciai describe Code Derived daily flow 600 gpd Recommended design loading.rate •S bed, gpdiftZ •6 trench, gpd/ft~ Absorption area required 1200 bed, ftZ 1000 trench, ft' Maximum design loading rate •5 bed, gpd/ft~ trench, gpd/ft' Recommended infiltration surface elevation(s) .97.7 ft (as referred to site plan benchmar InStati 3 - 2."'~ x ~'S.75~ luG:VindCi ~~ Cu17uGa~ "lUrIIC-St1Ctt" trenches t(/r t b: (i : 511CIt5 each) Additional design /site Considerations ~~2~d~^~~ 1 ~. ~ ~~ ~'1 ~~ Parent material loess over tilt _____ Flood lain elevation, if a licable __NA_ ft S=Suitable for system Conventional Mound In-Ground Pressure j AT-Grade ', System in Fill Holding Tank U=Unsuitable for system i ~ i !. U ! ~ S 1 U ~ ^~ S.' U `>; S' U S :>; U S:~: U Boring# Ground elev 100.9 ft_ Depth to limiting factor -' s8~ _ Depth Dominant Color Horizon ~ in. Munsell Mottles . Structure GPD/ftz ,Texture ' Consistency Boundary Roots Qu. Sz. Cont. Color , ', Gr. Sz. Sh. Bed Trench 1 0-8 lOYR 3/3 - is I, 1 m sbk mvfr cs Im .7 .8 2 ! 8-12 lOYR 4/3 ~ - __ - _ _~ s O sg ', ml cw if .7 .8 3 ~ 12-98 IOYR 7/2 - s 0 sg dl - - .7 .8 ~ t _ ___ _ ___._.. ------- --- -__--------- - __ , ------ - _ __ __ ! . _ 3S~ Y ~ Remarks: occasional sirannea moos oelow lL ; VGGi151V1141 gI a WU au uvucvu~ 2 i u-8 ~ j i0~'R 3i3 2 I 8-18 ~ r IOYR4/3 Ground 3 ~ 18-31 ~ lOYR 6/4 elev 101.5ft _ 4 __ ___ : 31-98 - ~ ..___---- _- 10YR7/2 Depth to limiting _. ------- ------ - --_ . .-------------- factor > 98' Remarks: v~~aaivua~ ~u~iu~~w~~ iv • i stratified i~lfi" tOYR-31as CST Name (Please Print) Signature: Henry F. Grote Address Ceitified ~o(fTe§f-ng - -~ P.O. Box 57, Knapp, WI„54749 cs ' 2fl nl .7 .8 cw I t .7 .8 cs l m .7 .8 - - .7 .8 s & considerable gr in horizon 3; discontinuous SYK 4/ s1 andsnn s occasiohiil1y31=50; -some gr 31=53 w/ more gr below I Telephone No. ~. 715-665-2681 85%1999 2 2774umber Ref # 1100 NROPER t-i' GWNER. tl,mte, Ron PARCEL LD.# Pending Ground e,~;v 1C~.7 ft D, ~ ;s~ to Gr,;iting L,ctor > 96' 4 Ground elev 101,0 ft Depth to tlmiting iactor > 118" `, Ground elev 101,_1 fl Depth to limiting factor > 100" __ SOIL DESCRIPTION REPORT, ~~ _~zoo-_~ page _ 2 of. ~~: c a Certitted Soit Testing Horizon j D npth ~ Do MunseColor Qu. SMCont Color Texture GrtrSz. Sh. ~Consistencei Boundary I ' Roots ' GPDIft' Bed Trench 1 I 0-8 I OYR 3/3 - is ~ 1 m sbk ...., ~ mvfr ~ cs ~_ 1 f .7 .8 2 I 8-12 _ ~- - l OYR 4/3 - s ~ 0 sg ml cw 1 f .7 .8 __ _ i 3 ' _ _ _ 12-24 ~ _ -------------- IOYR 6/4 - - - - - ------ , s - --- 0 sg ---_ _ ~ dl gs 1 m , .7 .8 4 24-96 I IOYR 7/2 - s 0 s g ~ dl ~ - - .7 .8 _ ~ --._~ _ __ ---- -- --- - -- --- - j I i }--- '~ I ' __ Remarks: ~ „~ ~. w~~~ ,.~.. ~. ,.." , .~.,, u.~Y .b .., ... ~~... ~ .., ......, , _., I 0-3 ~ lOYR 3/3 _ ~ - I __ _. _ Is i ____ 2 m gr _ _.. ds '~, ~ - cs- 2flm .7 ', .8 ~ 3 _ ~ 3-14 ~ 14-28 - ~ _ lOYR 3/3 l OYR 3/3 ~ - - is ~ ]s ~ I m sbk 1. m. sbk i ds I mvfr cs gs 1 m 1 m .7 .7 .8 .8 4 ~ - I _8 32 7.SYR 4/4 - is 1 f sbk j ds cs 1 f .7 .8 __ 5 ~ 32-45 I - --_ _-- 7.SYR 4/6 I -------- - ' I is i _ _ ~ 0 sg ', dl c, Ito 6 i ' -15-70 i, _- _ I OYR 6/4 } - --- ____ - _ - ~ s _ _ 0 sg dl ~s 1 m .7 ' .8 7 '~ /0~ 118 ~ IOYR 7/2 ---- ~ - s -- -- ~ 0 sg ml - - .7 .8 remarks: ,,...., ...u.... .,,.... ,,,..... ....-... ............ .. ... _..__. - -• -- , - --~ -- ot .rbout 68" where-l~Y-I2; 6l4-sand-begins;-site-sys[tmfor-sl ,iu 0.5/0:6 due to varying depths of ,i ...,...~;..........,.. .. ........ ..............~ ~.............,............,...... ~, ..... ar- -~ .. Ground elev .o ,~. r r* o- ~c ,-i 9 ~ ~ ~ f n 1 ~~? 3 i 3 ~ L r 0 0 S ~' s ~° 3 ~1 0 0 Q • ---M ~ ~° T I ~ ^ ~~ J J' N f .,, o- o J g '.'~ 'fl J , u0 ~_ d '~ ~ 3 .~ ~^, ~~ `~ ~~~ V~ y ~~ r ~ .., ~ ~ ~ J' d ~ ~~ ~ ~-~ ° ~~r ~"~' ~ ~`~~d~ -~ E- ~ _I ~_ .° .~ N+ f n-i ~ ~ 3' ~~ 1 z a *~ d J ;~ ~N y •./ -~ ~ ~- S ~~ ~ ~ ~ . r~ g ~, ~ .~ ~ ,~ .~ ~ -- , _ ~- -; ~ ~ ~ ~ E o .~ ~%, ~ v e ~ ,~ v ~ ~ { Q fl ~ ~ ~ ' s O `~ I ~ ~ ~ ~v y~ ~ • ..~ J ~~ ~ ~ ~ ~t~~ f ~ o ~ 3 ~~ N d ~~ J .~ 0 0 a l V ,o M~ 0 _~ 1. ~-' • ~4 ha .~ c of r 0 z ~o ~ o W O co O L~ rn ! ----______ - ° I T-_ Di ~~ f m` °, ~ VOL. o~ ~ _~ i m' l ~I CER T 1 F l ED m, ~ .... . ~' ( ' 33.02' 363. 2T' n 330.25' S88°27' 17" E - - r _ __.__. _ ___.~__ - _. - N88°27' 1 7" W W W w w :~ 00 :w co ~~. O ~o o . :~~~; .~ ~ :~ 82, ~ ~ s~Te --'r 15. 09 --- -- ___ _~ 478.36' _ _ _ _~~ 4 75. 82' ~ s~ \, T `®` Z ,sFre'4c~ ~ . . ~o 330. 25' ~ I ~ ' ~3. 02' 363. ?7' 6~ 6' ~ SUR VE Y ................ t i ~o ~ , 2 o Q ~° ~ - (p '~ v ;. 5. ~ ~A~ '~~, .' ,a'~ ;.. w (~ ~ ~ PAGE... x ,~ .... ~' - I~~~ ~ ~' ~N ~~~ o `~I,o ' ~ ~ ~ ~ ` ~ i ~ ~~ WEST QUARTER CORNER SECTION 16 - FOUND ' 2" IRON PIPE ~ 1 I NOTE THIS PLAT IS LOCATED IN AN AGR f CUL TURAt_ AREA. HOMEOWNERS SHOUL D ~ EXPECT TYPICAL FARM RELATED ACT1V1TtES THAT 1 NCL UDE ShEL L , NO i SE, EXTENDED ~ i HOURS OF OPERATION ETC. WEST i NOR THE NORTH 30d SF 982 r 8C THIS 1 NS TRUN1£'NT DRAF 7ED BY JIM WEBER o ~ __._~ MAP O 36 16 S88°27' r 7" E 363.27' __ ~ 4. 13 ACRES 1 ls, 589 S0. Fr. -[~ N HIGH WATER ELEV O O 25' DRA rNAGf AREA - ---•----•----------•-------------------------y - 488. 62' 13 p~8- l03y-8a-gad ~y7,¢- /~ ~.J!~ `C/ ~ I eS m i 3~ 3 4 its FILED MAR 2 2 1999 - KATHLEOy H. Wq~ S~tCrotxt ,~ 4~8 - lo3y- 80 - a vv a Y ~,g -~ ~ Lo-t o7 Cs rn ! ~3~3d ! b 0~8- lO3y- -~~ aY7A :~ ~ss8o Lod 3 'C-SM 1313 t 4 LOCATED v -- CERT 1 F I ED SURVEY MAP I N TOY N OF HAMMOND,H ST W CR01 X COUN7YlO W~CONS N N. R. 17W. , PREPARED FOR: RON BONTE /0 NORTHWEST CORNER-~ O SECTION 16 -FOUND ~~~ COUNTY MOONUMEN7 0 ~ . ~I~ w,~ WEST L 1NE OF THE n~~ ~ NW I i4, SEC710N 16 '- i I UNPLATTED LANDS ................................. UNPL A TTED LANDS ............................. APPROX. 6. 5' E. OF Fil N. AND 14' S. OF FiL W. S89°OI' 37"E 363. 15' 330. 14 ~ ,~11 ~'y ~- 33.01' ~f :O Z r--------------- I~~ ro yN$ ~ ~~ i ~ w~ : o LOT i y~ o'~w ,~ Gf61 LOT 1 C. S. M. I i ~ VOL " 6 ~ ~ p 33 33. 02' i O : 330.25' ~ ~ PG. 1668 ~ m o ~ N88°27' 17"W 363.27' ~ ~~~~~~~~~~~~~ ~~~~~~~ ~ c~ S88°27' 17"E 363.27' ~ oNi ~ _ 330, 25 i ~ ~ O Iw 33. 02' 9 ~" ~ (p .I O N N~j ;"! LOT 2 ( v g g :a o ~ w ~'~ a ~Z ~-a.v `~ UNPLATTED LAND I S N88°27' -~•w 3x3.27' ..................... .......... .. + 330.25 6' 33.02' ~0/l ' ~ ~' 100 ~~ I (; .V> N N I~ N +N N '~ LOT 3 ~ ~ " ~ $ q5l ~ $ 8 , ~~--1 i - ~~~6~-~v WEST QUARTER CORNER 33.02' SECTION 16 - FOUND ~ : 2" IRON P i PE N88 ° 27' 1 T" W 363.27' N O lQy ww co wlw° Im N ;v ~ $g w W LOT AREAS L O7 I : I. 91 ACRES 83, 315 S0. FT. 1. T4 ACRES EXC. RiW 75, 794 SO. f T. LOT 2: i. T7 ACRES T6, 95T S0. FT. 1.61 ACRES EXC. RiW 69, 959 S0. FT. LOT 3~ 1. TT ACRES 76, 95T SO. FT. 1.61 ACRES EXC. RiW 69, 959 S0. FT. -~~.(J~J ~, ~ . ~~ ~~ z a M .~ Z v ~, N N A g EAST QUARTER CORNER SECTION 16 -FOUND ~ S88°27' 17"E I UNPLATTED LANDS LEGEND COUNTY MONUMENT _4938. 77' N88°27' 17"W 5302. 04' EAST-WEST QUARTER L / NE, SECT ION 16