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Home My WebLink About018-1086-18-000/* ; Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safely and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: Sand, Susan ^ City ^ Village ^ T n of: Hammond Township CST BMElev.:- , ~ Insp. BM Elev.: - 3 fl BM Description: ~ Z v• a qr~ ST to TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~- ~w25~~ 6tf0 (oSb Dosing ~? ~~~ `'` Aeration Holdin TANK SETBACK INFORMATION. TANK TO P/ L WELL BLDG. vent to Air Intake ROAD Septic ~ Z,$r NA Dosing ~ Z.$r ~ ~~~ ~c NA Aeration NA Holding PUMA/SIPHON INFORMATION Manufacturer ,.p Model Number ~a 3 ~ 'v • DH Lift p ~ friction `,~ ~. .._,. Forcemain Length ICU Dia. SOIL ABSORPTION SYSTEM / I Width r / ~ Lei SETBACK SYSTEM TO INFORMATION TypeO DISTRIBUTION SYSTEM Demand ~j~ \bGPM 2, TDH 25•~ Ft 2 ~ I Dist. To Well ELEVATION DATA County: St. Croix Sanitary Permit No.: 370346 State Plan ID No.: R.,4~s I ~ ~ = `fag ~ Parcel Tax No.: 018-1086-18-000 ao.z~'.r7~ G38 STATION BS HI FS ELEV. Benchmark ~, ~ 0 q`, p 9'(0. '3 0~ Alt. BM ~~• I p ~ • Q,Z, Bldg. Sewer St Ht Inlet o, t}' ~G .9 S ~ St/ Ht Outlet Dt Inlet --- ~- Dt Bottom ~~, SS ~l. „'~, 3. Z~ r Header/Man. 3,o R • 03' Dist_ Pipe 3• l2 ~ ~ o Bot. System '~9 ^(3. 3 3r Final Grade ~-!ik St cover th S r o,C~f FrtrrCFf75 PI No. Pits Insi `` DIMEN I N P/L BLDG WELL LAKE/STREAM LEACHING r CHAMBER Mo ^~ (o ~~ OR U de Dia. Liquid Deb Header /Manifold ,, Distribution Pipe(s) ~ ~r i~ x Hole Size I x Hole Spacing ~ Ven o Air Intake Length ~•0 Dia. Z Length 3~'•D Dia. ~ Spacing ~b /8 Z~ 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 BedlTrenchEdges Topsoil ^ Yes ^ No ^ Yes ^ No COMMENTS: (Include code discrepancies, persons present, etc.) U) ~ tO"`' ~- o ' ` ~~ Inspection #1:. I o /~/ ~ Inspection #2: I R-sl Location: 857 162nd Street, Hammopc], WI 54015 (SW 1/4 NW 1/4 20 T29N R17W) - 202917638 >H~~mond Oaks -Lot 18 1.) Alt BM Description = ST. w~o•. ~'"`r' Io ~` 2.) Bldg sewer length = ~_ ,,,:~ ~w ~r-~-~.~. •~sQc~Ce~:.. ~~ ~ 3 -amou t of cover =II~.~ o r ~ N~ : c'~ , ~ o ~ 13~ ~ }~-~ (.[+~ 3.) contour = ~ 2. ~p n) 5~'~ o,.~" ~. ( '~ ~)~ h.r~ off- ~ ~"°~~ ~i..~ ~h.5~`~l..eR-b tnti~ ~ - -(~w~-U ~"-"1 •~''~`+ c.~~- Plan revision required? ~ No {~ ~ Use$'otheLsi eo~fo~r~ad~dition In r at~on~ /0 2-S ~ ~,.~ ~SZi'o, \\ SBD-710 (R.3/97) ~~~ U ~. [/ rQate ~~\ Inspector's Signature Cert. No. ~,~- 16z Safety & Buildings Division `~ ~ Sanita Permit A lication 1'Y PP 201 W. Washington Ave. PO Box 7302 ~seons~n In accord with Comm 83.21, Wis. Adm Code Madison, WI 53707-7302 Department of commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned. Attach com lete lans to the coun co onl for the s stem, on a er not less than 8 -1/ x 11 inches in size. County State Sanita P it Number ^ Check if revision to previous application '~ fate Plan I. D. umber CBS 3 ~ ~ 3 s ~D ' I. A lication Information -Please Print all Information ~'~\ .- -' " ~ ocation: ~ Property Owner Name~n `\ ~ ~+c~~ r ~~ ~ ` D Prlo~pe~rty Loiclation (~ !h ~ ~~ , x(. ~ h ~? 1 ti.Ll.~'!~ T / ,N, Itf ~E or Wl/4 (((/t/4, S Property Owner's Mailing Address II ~/ W ~l t~~T f ~ -- ~ S Lot Num er Block Number ~ ~ -- ± ~ ZQO~ ae~ le 3D3 ~ ~~ --- City, State //~~ ~ n Zip Code ~~ ~~ ~ ne Numb&T C ROIX ~ Su vision Name or CS Nu ber ( r ZGt INGUFFICE / /U~ ~~ II Ty a of Building: (check one) ~ - tit ~ S ~ r`"'"~' "-~ 1 2 F il D lli N f B d ^ City ^ Village or am y we ng - rooms: C o. o e i `a' ~ ~ ®Town of ^ PubliclConun cal desc ibe use): ~- __:"-~~ Q ~ /ylDl~t ^ State-owned . 0 / / III Type of Per ' : (Check only one box on line A. eck box on line B if applicable) Nearest Roa / ~,[~ OI J I A) I . 'l~.New System 2. ^ Replacement 3. ^ Replacement of 4.. ^ Addition to Par T S stem Tank Onl Existin S stem B) ^ A Sanit 1'.ern]it was reviousl issued Permit Number ~ lg ~ `~~ ~ r g °~b Dated g 3 IV. Type of POWT System: (Check all that apply) ^ Non-pressurized In-ground ,t$ Mound ^ Sand Filter ^ Constructed Wetland ^ Pressurized I -ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At-grade r ( ~"~~ ^ Auerol?;c Treatme Unit Recirculating ^ Other: a fl ~ ~ . ~ Z 1C l:>~UC- V Dis ersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade J ~~~ .~~// Requ/~ U ( Pr~ ~D Rate (/ 1 ~ ay/sq. R.) l/ ~ (Min./inch) ~/n ~ /~~ ~ /y Elevatio 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 S ~ t~C K /o~ d 9 ~i ~1 ~5'~~~'c~~ ~ ^ ^ ^ ^ Ivt ~ 6 ~d ^ ^ ^ ^ ^ VII Responsibility Statement I, the undersi ed, assume res onsibili for 'nstallation of the POWTS shown o ched lans. ame (print) Plu er'99sn~N Plu 'Signature (no sta s): M P hC/ Q Business Phone Numbe9r ,~ Plumber's Address (Street, City, Sta ,Zip Code) r~ < S'~Da~ ~ ~~ 1 S ~ ~~ v ~v~ r( j < VIII County/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ^ Owner Given Initial Adverse S charge Fee) Determination 3~S.CD O-IG `Zl9Q0 IX.~CII ditions off Approval /Reasos fo r Dis~ppl-ova„^aL ~ "T ~~ - - yya> ~- ~na+~~. -_ Nei ~A ~.t... ~S t~L~w~ ~ - f ~ ~ ~scons~n Department of Commerce Safeiy and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264-8777 www. commerce. state.wi. us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 30, 2000 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN _ '~_--- 421 NMAIN ST '~ ; PO BOX 74 ~~,•• ,~~ ~` ~~ ~` ~` RIVER FALLS WI 54022 " RE: CONDITIONAL APPRO~',4Lf '' PLAN APPROVAL EXPIRES: 9"/30/2002 s ~~ ~, `I~~41~ , __ cr:;, ATTN: POWTS INSPECTOR ZONING OFFICE ., ST CROIX COUNTY SPIA '~~ 1101 CARMICHAEL RD 1;IUDSON WI 54016 -I :..~ i Identification ers Transaction ID N 438543 Site ID No. 199791 •~ r ., "'uCiFFf~~ ~, ~: . SITE: ' ~ ` ` Site ID: 199791, SUSAN SAND `~.' r'~~°~-_•; ST CROIX County, Town of HAMMON•I~;_L02hI1`;< S'T` SW1/4, NW1/4, S20, T29N, R17W FOR: Description: MOUND SYSTEM FOR SUSAN SAND Object Type: POWT System Regulated Object ID No.: 764659 Please refer to both identification numbers, above, in all correspondence with the agency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during installation: • The piping used for the force main and manifold shall comply with Comm 84.30 (2)(e). • The distribution piping shall comply with Comm 84.30 (2)(d). • The aggregate used in the distribution cell shall comply with Comm 84.30 (6)(i). • The synthetic fabric used to cover the aggregate cell shall comply with Comm 84.30 (6)(g). • Documentation shall be provided to the County to show that the effluent filter is aState-approved product and to show that it is capable of filtering out all particulate matter that is greater than 1/8 inch in size. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, 1a-. ~ 1 KEIT A WILKINSON , POWTS PLAN REVIEWER Integrated Services (71S) 524-3630, FAX: (71S) 524-3633 , M-F 7 AM - 3:45 PM KW ILKINSON@COMMERCE.STATE. WLUS DATE RECEIVED 09/25/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: SUSAN SAND ~, TI ` ~/ ~scons~n Department of Commerce Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264-8777 www.commerce.state.wi.us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 30, 2000 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOiL TESTING & DESIGN 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/30/2002 ATTN: POWTS /NSPECTOR ZONING OFFICE ST CRGIX COUNTY SPIA 1 101 CARMICHAEL RD ^ HI JDSON W I 54016 ~~~ Identifica ~('!' ~ i~lL~ Trans coon ID N~ Site~,ID No. 199791 SITE: I f T ~ 1 ZO OPIe se efer to both identification nu Site ID: 199791, SUSAN SAND _ ~ " ~ abo , ~ all correspondence with the `L ~ ~ gT CRGIX ST CRGIX County, Town of HAMMOND; 2~6~ND ST COUNTY f~ l ~ SW1/4, NW1/4, 520, T29N, R17W ~'~~ '~ zot~iNGGFFICt: FOR: ~~,,.,, ,; ~, ~ > Description: MOUND SYSTEM FOR SUSAN SA~~, i ; ~ `-~ Object Type: POWT System Regulated Object ID No.: 7 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during installation: • The piping used for the force main and manifold shall comply with Comm 84.30 (2)(e). • The distribution piping shall comply with Comm 84.30 (2)(d). • The aggregate used in the distribution cell shall comply with Comm 84.30 (6)(i). • The synthetic fabric used to cover the aggregate cell shall comply with Comm 84.30 (6)(g). • Documentation shall be provided to the County to show that the effluent filter is aState-approved product and to show that it is capable of filtering out all particulate matter that is greater than 1/8 inch in size. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installationloperation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, ~-. ~ f KEIT A WILKINSON , POWTS PLAN REVIEWER Integrated Services (715) 524-3630, FAX: (715) 524-3633 , M-F 7 AM - 3:45 PM K W ILKINSON~COMMERCE.STATE. WLUS DATE RECEIVED 09/25/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 cc: SUSAN SAND ~ r . (~. ~ •r ~ ~ ,a J .. -. 1 - J ;, f. "~ > ~~ ~~ / ~~+ ~ 'J TITLE SHEET FOUND SYSTEM FOR A 3 BEDROOM RESIDENCE Page" ~ of ~7 This plan has been prepared in accordance faith t Manual SBD-10572-P and the Pressure Distribution LOCATED IN THE Sly 1 /4 OF THE I~JI~v 1 /4 OF SECTION TOWiJ OF ~~-y..f ~ p yy~ ST. CQ_p lX ----CCU T' =-=i: 3 .:OF:: _ N-fg 1M 1`'IC~v~ - O~1t2S- INDEX he Mound Component Planual SBD-10573-P c ~. U c~.a~ ZO ,T., Zg N,R 17 W, _ COUNTY, WISCONSIN. PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM AiAI~TAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW+CROSS SECTION of M~+~~ PAGE '5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUI•iPING CHAtiBER CROSS SECTION " PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR - -- __ __Su-S -- _~ ~~ ---- -~_= 3D3 ~:_: _~6P'~1~1 b~1=t.~ ~ C1L-e~ ~-z.I.t/ PREPARED BY WEGEE~ER SL7 I L . TEST S NG AND . DES = G;V S~RV I CE P.O. Box 74 421 N.Tfain St. River Falls, [1I 54022 Phone 715-425-0165 Fax 715-425-6864 . P.C3.V1~'.T.~. Coricl~tio~z~al~y . APQV~D DEPARTMENT OF COMMERCE DI~JISION 9F SAFETY AND BUILDINGS E CORRESPONDENCE ~~~ 3 v ~~~c ~ L~IV,r~ ~, •~~N..arN~~ i ~~~ ~ ~~ ~RTr~p ~ S WEiiEREH 1 = 0-ft> P EiLSWORTH, t /~ WfS. i ~srcr'~' of - ZO ~-00 JOB N0. ~0-Z~ 6 r, Mound System Management Plan Page Z ~ of ~ Pursuant to Comm 83.54, Wis. Adm. Code 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. Theo erating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filte shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made ore a~n soli s rn the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD-10572-P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. • Continoencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system should be directed to the County Zoning office at ~115_3~6-y.b8oor to the licensed plumber who installed the system. PLOT PLAN ' ' ' •Page 3 of ~ Scale 1 "= S o' 2qo' <J 7 I ~ ~ 7 ~`1 ~ W i k ~ ~ _~ fl ~p ~ fP ~`F~lt"l~~ ~IOtOF4~PVC 1.._ ~ Su66'~~~ -,P 1S0~ OF w~,` px 2`~ Puc F.~,. ~ js; Ltt a~-~o ~ / / 1 ~ ~~ 8.3 ~'t, 9fl b i/ _ ,, %~ .o 26 ~ ' / ~q~ j 8.2 e o- ~8'~0 - ~!s~ a.I -zao~ ~ l ca.,~av~z ~, R3.0' ~ 010 Y-t o ~ c ~-~.. t2 q y,, o - - - -- -- ~-. L O U . ~ .'. pN ~ ? ~ • ~ • HT- - LOY _ CO'~ll L 2 --- ---- $Y~~,~Z. _ ~1 °1b.30~ 0-~ ~DQ OE.: t['2," S`1~SZ...~f_PC::~ --- NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be I~DU 16So gallon capacity manufactured by -~-') l f~W L~`~'Z/U ~1Z-~~-9T ~ 1 ti c , ~tJ~Z~ls2. ~ FF-~UN'hl`1' PiL`TZsiZ- 4. $ench marks ; S - f~O~E 5. Divert surface water around system to prevent ponding at the uphill side. • ~. .. • ~. Paoe `~ Df 7 Approved Synthetic Covering ASTM C33 Distribution Fipe Medium. Sand Topsoil .:. ~- .H - ~- F G Elev. ~I ~ _ -Ji „r o 3 E ~~ - /~~ / ~ ~~ b g % Slope Distribution Cell of Force Main Plowed Z" to 2''z" Aggregate From Pump ~ Layer • D 1.O Ft. CROSS SECTION OF A MOUND SYSTE:i ~ F O~S Ft. G O. S Ft . . A ~, Ft. Fi 1 • ~ Ft. Linear Loading Rate= ~, .O GPD/LN FT 6 ~ S Ft. Design Loading Rate=d.3.GPD/SQ FT j ~~ Ft. J (o Ft . • K lO Ft. L ~ ~ Ft. -~.~- Fer~?;; W Z ~ Ft. .. L ' • ~ -Observation Pipe 6 - ~--- K ("_ -_----- ----- ---j ~Rectss C~-~•--------------------- --------------- ------ BoX A ~~~6 $ - O - -. W ~--~------ ---_--- ------------- ~ Force Main -- + ~ ~-- os ~ ~ ~Oistribution ~--- Cell of %" to %" z 22 . Pipe ~ a;gregate Observotion~ Pipe (]~sc~cr securely) PLAN VIET~T OF A MOUND SYSTEI4 '_ • Distribution Pipe Layout Page .~ of Place the holes at the bottom of the distribution pipes . at equal spacing. Remove aII burrs from the pipe and holes. Extend the end of each lateral up with the use of Iong turn or 4f ° fitting to a point within six ~~ inches of the final grade. Terminate the ends of the Iatezais with a vaiv~;•threaded cap or • threaded plug. Provide access from final grade for the valve; threaded cap or threaded plug. '.=,~C~SS BOx_ T `•t P 1 C'(3 L ~,ZOS S 5'~L'C1 ~ 1~7 pvc ~ . ~ Fvc ,~vc Latera! ~ ~ Manifnid ~ Laterl x x x x xfZ xQ z x z x =Lateral Length - Lateral Length - p !~- LprN V \F,W F' ~r~cc.~s sox h rru ~ Fc~ ~o a- -- - -.~ ~__~~- P 37 Ft, S 3 Ft. X ~ ~ Inches Hole Diameter ~ ~g Inch~~ ~"~~~ Lateral ~ .' ~I . InchEes) Manifold Z• Inches Force Main " Z Inches _ - ~: . # of holes/pipe ~ 9 Invert Elevation of.Laterais4~f•S Ft. ' .. _- ~~ - Combination Septi.c~-Tank and ' - PL(-MP CHAMBER CRO55 SECTIOIJ AAJD SPECIFICATIOAlS ' PAGE ~ . OF ~ ti,,~ so ~o>J ~ IPE :- - la•nIN. • INLET APProved joint w/ PVC pipe aJ121uTAKE -i .. ; 6" :- ~ - ';; -' ~la>=F~~S 6 - c 0 COUCRETE tL~v • ~ 3.00' -• e~ocK- 5~ `f ~ HIU. ~. 19•Mw. ~~~ - III I ~ ~ I Approved III joint w/ ALARM PVC pipe ou OFF RISER EXIT PERMITTED ONLY IF TAIJK MAUUFACTURER HAS SUCH APPROVAL~3NAp~~~D BEDOtN~ SEPTIC f SPECIFICATIOIJS DO51: Tf,1.lK MA~IUFACTURCR: ~'1~bW~~~lJ X37' NUMBER OF DOSES: ~, 03 PER DAy TAAJK :,IZC: X000 L6S0 GALL01J5 DOSE VOLUME r ALARM /'IAUUFACTURCR; S •S . ~~l'ZO SI-LS`T~(,s IAlCLU01UG 6AGKflDW: 13~ GALLONS MODEL NUMBER: l~ ~ `~W CAPAC171ES: A _ 1 ~ UJCHCS OR 3 ~-3 CALLOUS swITCH TyPC: W~1 ~ZL°U~Z~ 8 = Z IUCHES`OR ~~ G(1LL01~15 PUMP MAIJUFACTURCR:-~VL,~4 C= ~ IUCtIE50R 130 G MODEL NUMBER: 3$ SS • k1 ~S ~} ~ ALLOAlS 1 S3 D= INCHES OR GALLONS SWITCH TyPE:~- ~~~~-~'f WOTE: PU/1P AUD ALARMAR To ac ~ b MIAlIMUM DISCHARGE -RATE 3 ~• l GpM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWCEU PUMP OFF AIJO..DISTRIHUTIOU PIPE..~'0'~S FEET -!- MINIMUM NETWORK SUPPLY PRESSURE . .. ;s; ~ ~'~-?~• FEET + ~ S~ FEET OF FORCE !'1AIN X ~` ~4 F~o F~,FRIC710u FACTOR.. 3 ` 1 FEET / TOTAL Oy1JAMIC HEAD = 3O'1yJ FE~T ~ _. - As per manufacturer 11. O gal/in. Liquid depth _ 3$ `' . __ ~ . - -VENT CAP ~ WEATHER PROOF ' ~uucTlou eox . '1 C.Z. VENT PIPC ~ APPROVED LOCKING ~ lO' FROM OOOR• ~MAIJHOLE COYER wl•TK :JIAJDOW OR FRESH ~ wAR.tJI>,JG LAgEL,, CLEY,'3'~S FT. ~ _ corac~~r ~- I - ~ I . I ~-- ~ ~~ \~~' AIRTIGHT SEAL I . I i i -I. I, . I, 'I PUMP ~ '-~ .. .~. • Overload protection must be provided in starter unit. • Shaft: threaded, 400 series stainless steel • Bearings: ball bearings upper and lower.- • Power cord: 20 foot standard length (optional lengths available). Single phase: •'/a and''/z HP -16/3 SJTO -with 115 V or 230 V three prong plug. • 3/4-1'/ HP -14/3 STO with bare leads. Three phase: ' •'/z-1 Yz HP -14/4 STO with bare leads. On CSA listed models - 20 foot length SJTW and STW are standard. . FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump- out vanes for mechanical seal protection. Balanced for METERS FEET r so: 3885 APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels`" • Schools Hospitals • Industry •'Effluent systems SPECIFICATIONS Pump • Solids handling capabilities: 3/4".maximum. • Discharge size: 2" NPT. • Capacities: up to 128 GPM. • Total heads: up to 123 feet TDH. • Mechanical seal: silicon carbide-rotary seat/silicon carbide-stationary seat, 300 series stainless steel metal .parts, BUNA-N elastomers. • Temperature: 104°F,~40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to .components. Motor Single phase: • '/ H P,1 i 5 V, 200 V, 230 V, 60 Hz, 1750 RPM;''/z HP, 115 V, 60 Hz, 3500 RPM; Yz HP='1'/ HP, 230 V, 60 Hz; 3500 RPM. • Built-in overload with automatic reset. • Class B insulation. Three~phase: •'/2 HP =1'/s HP 200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. ®1995 Goulds Pumps, Inc. 25 ~ 81 ~~y'r1~ PE1z-FOa-~1~yCE Cu~.yE uouias ~~~~n~~~6ble ~~~~il~~# ~U~7~ ~~ ~ -l oi- 7 ~~ smooth operation. Silicon bronze impeller available as an option. ^ Casing:.Cast iron volute type for maximum efficiency. 2" NPT discharge adaptable for slide rail systems. - . ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. ^ Shaft: Corrosion-resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ^ Motor: Fully submerged in high-grade turbine oil for lubrication and efficient heat transfer. ^ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, SERIES: 3885 SIZE:'/: SOLIDS RPM: VARIOUS '_ 71 sl 51 41 3( 21 i( c -5 GPM 0 10 20 30 40 50 60 70 80 90 100 110 120 130GPM i ~ ~ 0 10 20 30 m3lh caanclTr Effective May, 1995 can be operated continuously without damage. ^ Bearings: Upper and lower heavy duty ball bearing construction. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. ^ 0-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS SP Canadian Standards Association ~~ Underwriters Laboratories 20 0 a W S U _Q 15 Z 0 J o io ~, r 5 0 ,~ La t !~ Wisconsin Department of Industry, SOIL AND SITE EVALUATION Labor and Human Relations Division of Safety and Buildings in accordance with s. ILH_R 83.09, Wis. Attach complete site plan on paper not less than 9 1/2 x 11 inches in siz :Pftrn:must County s.~ C,~Oi y include, but not limited to: vertical and horizontal reference point (BM~ir~gtfon and ~.~~~. ~, /~ percent slope, scale or dimensions, north arrow, and location and di~tanc~ to ne8~est road: _ Parcel, LD. # O APPLICANT INFORMATION -Please print all infon~af~on. ~ ~~. ,: '_:°" Personal informatan you provide may be used for secondary purposes (Privacy LBw, s. 15.04 (i) i(rq))~'- - R P~~ . U fir Property Owner (.k UN a t QD L~ll9 D ~ b -.. `;~4. ~, (,~ ~ S ~ t'I'/J ~7~ 1 ~ ~O A~ ~ = : Govt Lot ~~ Property Owner's Mailing Address '~ : 'Lot # : 81gcK# 332- Hi~sN~SoTAI ST: E~15T 1yo~ City State Zip Code Phone Number ^ ST• PAVE. I lNN. 5Slo ~ (/oSl )zaZ •5555 O city. Cti/~• /dye rvievired by Page / of ? • SO • oa iJ$ Al ~14,S ~~ T 7' / ,N.R ~ / f(or) W Sr ubd. Name or CSM# if ~1-M.HO,vD o~-~E's"' Nearest Road wY l ~- e ~ Town I q,~,~ l (~ b ['New Construction Use: I~rsesidential ! Number of bedrooms 3 Addition to existing building ^ Replacement ^ Public or commercial -Describe: Code derived daily flow ~_ gpd C Recommended design loading rate bed, gpd/ft2 ' ~ trench, gpd~ Absorption area required bed, ft2 31J trench, ft2 Maximum design loading rate bed, gpd/ft2 • s trench, gpd/ft2 Recommended infiltration s~urfa`c'e~el~evation(s) •s~ ~ ft (as referred to site plan benchmark) Additional design/site considerations / N/ ` ft Parent material ~~ ESS ~ Gr>~ Q~~S ~ T~ f` f Flood plain elevation, if applicable ~.ry-~- S = Suitable for system Conventional M~ou~' In-Ground Pressure AT-Grade System in Fill olding T~ u= unsuitable for system ^ s~ L~ S t u ~ S L~'~ ~ S ~ S ~ S SOIL DESCRIPTION REPORT Boring # ._ Ground elev. yy~ft. Depth to limiting factor m. 2 Structure GPD/ft2 Horizon Depth in. Dominant Color Munsell Mottles Du. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench ,0 3 3 ~ s ,~ s~. c ~ ~. S •i ~•s Y - ~F d,e c - • s ' ~, s ~ 3 p M ofs ~/ s / C '~' ~ • 7 • S y/p // Romarkc• Boring # _<~ . Ground elev. .~n. Depth to limiting /. L 2f iw- c - . s . G~. Z ' S . ~ ~ • G StL y~ b~ ~,~ c • • , t ~ C 1 ~. M ofS IBS / - ". ~ ; factor ~'~in. Remarks: CST Name (Please Print) Rp~gR~" 211~Ri ~1~1" Signature Address Ulbrlcht & Associates r,_,....._ a.....ewe_f_:nna Telephone No. ~~s• 38G ~ ~~ ~ s Date CST Number s. ~~.4375 ~'~ y. N v~+ $ ~ X20 ~ ~~U' SOIL DESCRIPTION REPORT 2 3 PROPERTY OWNER Q /~ [~ Page of _ PARCEL LD.ff ~~ ~ ~U 1~~~'I~ O~~ ~~ ~~ `S ~ `~' Boring # 3 Ground elev. yo.~tt. Depth to limiting factor 2~in. Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. tt. Depth to limiting factor in. Boring # Ground elev. ft. Horizon th De Dominant Color Mottles Structure B d R t 2 p in. Mansell ~~u. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence oun ary oo s Bed ,Trench o •~ ~o ye 3/3 - L /fsh~ S~. c - ~ , S ~- ~ d 3 . - ~ 2 ~ shy .w,~' cs - .s ; . ~ _ ~.'' S , Remarks: h t Color i D Mottles Structure R t P ~~ Horizon Dept in. nan om Mansell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary oo s Bed ,Trench Qerr»r4c• Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) h" ,._ m = ~,~c~~l~-r _ No ~ L o T L i'ti~ Lo T I~ ~/ ~ ~'' SANS ~'S, 3 ~/ ' ~, Top ~ S~ `T, ,~ P, ~,~e._ o~ % st ~ ~ ti ~Z i~, ~g, t~ ~ • -- 9~ ~~ r, P~~rs ,~y 3~3- La 7- /7> ~~. • ST CROIX COUNTY SEPTIC TANK MAINT'BN/INCL' AGttL~eMG~NT AND OWTIERSIiiP CERTIFICATION FORM ~, Ow uycr __ ~~ Sq ~ SQL ~ . Mailing Address 30?5 ,~ Property Address -I6~J (~P P (Yuificatioa rcquicrd from Pl~miag Dcpactmcat for acw caastiuetioa) t~itylState ` ' ~'l ~ . Pacicel Identification Number _a~ ~ ",6~~- J ~~ LEGAL D~C'tZxPTXON Property Location -S~ %, ~~J '/<, Sec. ~Q . T °"l N R~W, Tower of ~~ >'1 .~ Subdivision ~.~. Caiifed Satvey Map # ~- Volume . ~'agc # Warranty Deed # .Volume Page # Spoc.boase ^ yes ^ ~ `~ ~ ~ 15J3 ( ~ ' . Lot Itnes idcutifiable ~ yes ^. no SYS'I'F.NI~4LAIl~IAI~ICE ' ~"~Of~=9~~re~tmi~spi~~,~netobaadlewastc's.Aropermaimo~e ~~~~e~nct'waof6~e~~~~~ifacad~odby~~~ocasod ynap~.~o6yesystca4 ~C~1cas.=t~tm~tttig~eia~e~ste~osa~,tysbcaL .. . 2La. pmpcziy our age ~ shit"to St C~+o>ic Z~ag Dust ~i,~ fain. sig~ocd by tltic ~oseaee and by a .m'P~~~~tndplumbctoriTir~9odp~crvrdfYiagS~(1) ffi~eoaaitcara~aea~sIspstcm P~oP~~gsadlorCl) aftcrinspoctionaadpa~g.(~'~Y).ga uptectanicis icss~aa It3~tuII of'sludgc. . ~, ~ a~dcr~or~a ~e.crza tba abar~ aad:g~oe to n~iatbe pavYte sysLcm ~ 6ic staadaitiis ~ ~. ~ ~ by ~ Dqu~t of Gloam:ace and ~ D of ~i g State of W~ooasia.- ftcciif~icah`ca ~~ t'~~~t~~r~a:~a~m~st:aroixcaaQcyzoa~o~30 yrare~tiaadate. xGNATTJ~E OF AtrI,iCANT DA'iE O'4 ~R~CATXON I ~~) certify that all status oa this form acre tcvc to the bat of my (our) knowlodge. I (we) am (are) the owner(s) of ~ ProPatY daa~od above„ by vide of a wanaagr flood tnoordod is iLCgistcx of Roods Office. ,` scc~rA~a OF t~• ~ _ ~~ ~13~ ~~ DAZE ««««s« ~Y iafoimatioa that is mis-ctada~ay result in tba uaitacy pcamit being revoked by the Zoning Dcpactmart.'`a•••• `• Cndade with this application: a ttampod wactacuy flood Srom the ILe~istcr of Roods oilioe a Dopy oC the outifod eutvey asap if tcicrcace is made in We wamaaty dcod ' 4t~~.1536PAG 1 14 STATE BAR OF WISCONSIN FORM 2 - 1998 WARRANTY DEED Document Number This Deed, made between Humbird Land Corporation, a Minnesota Corporation Grantor, and SUSAN M. SAND Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in 5t Croiz County, State of Wisconsin: LOT ]8 HAMMOND OAKS, ST.CROIX COUNTY,WISCONSIN Namc and Retum Addrcas LAND TITLE, INC. SUITE 200 1900 SILVER LAKE ROAD NEW BRIGHT~Ofy MN 5511 FILE NO. ~ `1`1 018-1044-~`~~' Parce] Identitication Number (PIt~ This is not homestead property. (is) (is not) Exceptions to warranties: Subject to easements,restrictions,wvenants and rights of way of record, if any, The warranties of this deed, either expressed or implied are limited by the grantor to the grantee, or anyone in the chain of title, to ilte consideration expressed herin, that being the stun of $24,900.00. Dated this /0 7H day of _.4uyus>t , 2000 Humbird Land Corporation " b President v - - AUTHENTICATION Signature(s) authenticated this day of [TTLEr MEMBER STATE BAR OF WISCONSIN QCnot, authorized by § 706.06, Wis. Stets.) TH1S INSTRUMENT WAS DRAFTED BY Humbird Land Corporation (Slgnaltues may be authenticated or acknowledged. Bath are not ~~' ) Austin J. Bailloo ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. Ramsey County.) Personally came before me this /0 7Zt day o! i4 t~4 u S~- , 2000 the above Warned Austin J. Blliiion to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. Paul A. Baillon ~~~~! NOTARY PUaLIC MINNESOTA MTtOMMA4510N EAPIRE$ 1JI@ Notary Public, State of Wiscons' My Commission is persnanent. (If not, state expiration date: January 31 2005 l 628529 KATHLEEN H. WALSH REGISTER OF DEEDS 5T. CRDIX CD., WI RECEIVED FDR RECORD OB-i'.1-2000 11:45 Atl WRRRAHTT DEED El(ElIPT N CERT CORY FEE: CORY FEE: TRANSFER FEE: 14.70 PE~COERSDIN6 FEE: 14.00 (4~ 'Names of penom signing th any capacity should be typed or printed below their signatures WwRRwNTY DEED a7A7E 8AR oP wISCON9IN FORM tta. 3 • 1999 INFOAMARON PROFESSIONALS CObfPANY FOND DU LAC, w[ Soo-bS5-2021 UBDIVISIQN 'HE NW1/a OF SECTION 20, ST. CROIX COUNTY, Nn$CONSIN UNP!_ATTED LANDS EAST t/a COKwER ~C :A T29N. Rt71N 5, s' N.uwn-w S iv COUntTr YO[dAtIEMT f A mn Z E 2609.25' EAST uNE OF THE SW t 4 pF TN Y t/.. a .C 20 _ _ 151.06' ~1Ba.Ba, t8a.64' - ~ 166.49' 1 ~ 66A0' i ' 302.00' i r,,7 ~ ~~ ~ 'S c ° ~ , g ~ g :~ o ` LOT 20 + `. 43,931 SOFT. ~ LOT 15 L OT 16 ~ LOT 17 rM - ..~ ~ ' " . LOT 19 , ~ g E ~ ~ t•Ot ACRE ~.Ip ; a 43813 S0. FT.; 47746 S0. FT.• a 47,745 S0. FT. ~ 47,746 S0. ; , FT. ;, ":~8t74 S0. Fj. + ~ ' tA'~~ 't t.Ct ACRES t.iG ACRES -~^ t.t0 .4CRES 1.10 ACRES ` t.tt ACRES ~ ~' M '~ n N~ LOT 2t o p~ a ( C~(D G t~, a J/ '^ I gS~I _ °' ~ o. '+ O S S '" ;~ ~ ~ ~ I ~ ~ ~ 43,655 SOFT. N_ oo ACRES '~ b W C w I C~ ! . .,, e+ Z~ ~ Z ~} ~ t ~~. ~ _ J + 'n L ~-. 151 OB' t6a 6a' ---- 164.64' t64.6a' ': 165.25' ! ' ^ - - - - - x53.30' ~62t1d ST A a f J` I 50'23'21"E 302.03' W . ~ ~ 1753. t 3' u SO'23'21'E 31)2.03' ~ ___ _. _ ____ __.__ t50.2Y r _ __ _ _._ . _ _ -_ -_. _ _ _ 150.21' 170.21' _ _ - _ _ _ _ ._ _ _ _. _ 290.00' _ - ! ' ~ _ _ _ - ------ r _ _ W Z. Z - - -- -- 20.00' - -- - --- - - - 20_ DRAt ACE EASEMENT - - - °~ + ~ _ _ _ _ ~ _ J _ _ _ - - 1 ~ T L~~ ~ ^, ~ ~ ,a ~ , a ~ ~Sa~ '~ ~ $ $ o ~ ~ O a ( lD $ ~~ b~ c ~ VJ I ~ I J + 1 ~ 1 LOT 33 ~ t ° ~ LOT 22 i 4211 S0 FT ~ to ~ LOT 36 ; LOT j4 LOT 35 N I "' t 44,500 SJ. FT. o` I yqA I 1 02 ACRES t . . i 1.13 ACRES -FT. ^ 43,561 SOFT. !~ 49,361 SOFT. 43.561 SOFT, n ~ . I. ~ $ a~~ .~ I ', ' i W .t es ~ 1.00 ocres ~ ~ 1.C0 acres ~ t.t3 ocres ; i ~ ~,1e i ' ~ t i • + srzsr'E 302.aa ' lOT 23 ~ N t Q „ ' ~ 1 I LOT 32 R~ + i ` 43,776 S0. FT. ° 1 1 44,777 S0. FT. ~ ! .rs: 4~ ! 1.01 ACRES = __-- --_-__-- - ' ---__-- - ' - - ~ - - I • I 1 o i 1.03 ACRES • ~ ~ ~ I 1 ' ~; ,50.21 , ~ ,50.2, 70 2, I ' /,, l ` ' ~ T t - } 1~ ~ Z ' 239.46' 256.SY l ( Q ~-------------r ~--20' DRA ~ GE 50'23'2t'E 290.00' g0'23'2t'E 702.05 ! _--~ 1 INA ;~ + EASEMENT ~ ! r j p~ ti o / LUT 54 FT / 537 1 S ~ °~' I^ ( t ~ `~ / ~ T ,°,t, ~ ~ i w ''- .;,t o. LOT 24 I ~ ~ ;.t a io~j a< n LOT 53 3, . 5 O / E ~ I O 3 ^. r r 46.4~b` SO: fT. I " ~ n J 1 r ; 43812 SOFT. hry / 1.23 ACRES ~yct ~ I 44,640 S0. FT. f ~ A N w ', 1 7 CR '~" ^ "' Z g t_Ot ACRES ~ / } ~ 1.02 ACRES W i A .0 ES ~ ~ > t yy ~p I 2 // //~ ~ ~W ~ 1'~ ~ N I ~ i N W ~ p 1 / _ ~ ~ ~ 50'T3'2t'E 290.00' I ~ in 5073'2t~E 302.06' t ~ p _ / / lOT 55 43561 SOFT R n n n LOT 30 ~ tn: ~ C~ Z ~ o ' ^a ~~ ( Q LOT 25 t ~ _ . o 0 °I _ ~ O ~ g~••4j00 ACRES 44,640 S0. FT. ~ 4 ,498 S0. FL . / ~ ~ 1.02 ACRES { 1.07 ACRES ° ,® w 505'42'a2'E ~.~ ~ 1 ~ ~ ~ ~ ~ , ~ t ~ 1 W OO ~ 60.00' RAD. ~ ~ -- r - - i , ~ ' • ' u ® ~ v l0 56 1 5073'2t~E 290.00• ~ ~ ~ j E 302.Od 23 ?I 1 50 ,3-w-_ -, - 'l~' 43.603 SOFT. ~ I ~' 1 '~O~LOT 26 b 1.00 ACRES LOT 29 1 : - --~ I 44,271 S0. FT. ~ : N 43561 S0. FL ~-' n a. 1 ~ 1 02 ACRES ~ 33• j 33' " °~ ~ 1.00 ACRES R ~t ~O~ m '- -- _ s~6, (1~/ ~ ASS w N ~ I o i . ~ b ~ T I NT _ ~'~5 N OT jj (~ 'sz OT 57 ~ s 1 ~ ~ ~ I ' '6'W'w 3o ~ ~~i ~"t L 58 59 ; 43561 SOFT. SOFT . L '0'*, 47500 SOFT: cb I ~ t+t2'0~ ~~~~ n~ ( ' t:a9 ~ (oO t ~ l0T 27 ~A . ~ 1.00 ACRES -- - -- -- -- -- 1.09 ACRES - -- - -- - - - - L ~ lOTL8 _ , - ~; ~ = (__ -~9 TT - ~Q2-SQ - ~ ORES ~ J'° 1 44985 S0. FT. - f 1 „ . ~~ . . . 1.13 ACRES . ~ ~ . j " Q a• Pv e ~ o 1.03 ACRES ~ ` $ -- J. a0' 280. ag' - _ _ - - - 916.20' -- 162.35' _ -_ --_ -__-_ _ ^1 ''! ~ _ 290.00' _ _ _ _ ~ ' ~ _ ~ _ __ - _ . --- _ _ _ .~ ]02.10_ ~ _ ~ _. Z O rOR: N > SUSAN SAND-' 3035 EAGANDALE PLACE N0. 214 a EAGAN MN. 55121 0 0 z 0 Q = d w O Z LOT 1~ J ~z ' • ' ~ ~ N 89° 36 39 E 290,00 ~ I ~ E.., 80.00' ~ 20.64' • GAR AGE ~ 4 t . oo '"~ c ~ o LOT 18 `/ N I I .00 ~ °o n 1.10 AC, ~ ~ ^ 30,00' N81'47"2l•E ~' M I 3 ~ M "~ ~P ~ w ~ • N Obi ? 3 N ~ W ~ca~ ~ M e N O p c . N _ (~ \ ~ ~ O z O ro ~ H N I O y DRIVEWAY 2 .36•W _ 33' I ACCESS HERE / / sj5°59 gti 60• 9 l . 00' ~6 S 89° 36'39'W 290.00' LOT 19 ~ DESCRIPTION: LOT 18 HAMMOND OAKS SUBDIVISION IN THE SWI/4 OF THE NWI/4. SECTION 20 T29N. R17W, TOWN OF HAMMOND. ST, CROIX COUNTY. WISCONSIN LYL ELLIOTT. RLS 1300 DATEc AUGUST 24, 2000 I HEREBY CERTIFY THAT THIS SURVEY IS CORRECT TO THE BEST OF MY SCALE l' - 50' KNOWLEDGE AND BELIEF. • FOUND 3/4' I RON P I N ~~~~~SGONS j~~., BEARING REFERENCED TO THE ~ ;~y~; •'•• •'•,~~~~ EAST LINE HAMMOND OAKS SUBDIVISION S00° 23'21 •E ~ ; LYLE L. ELLIOTT~: _ S•1300 HUDSON. WI ~ w • ,. . ~ I ,~ IILBf~ SA'C` p~.;,`~