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HomeMy WebLinkAbout002-1020-40-000S't. Croix County Planning and Zoning Monday, March 26, 2i?U7 at 11:14:14 AM Detail Sanitary Information Page 1 of 1 Computer #: 002-1020-40-~0 Sub/Plat: NA Section: 10 Parcel #: 10.29.16.13/S Lot: 1 TN/RNG: T29N R16W Municipality: Baldwin, Town of CSM: Vol. 12 Pg. 3433 1/4 114: SW 1/4 NE 1/4 Owner: Harer, James 1061 245th Street Woodville, WI 54028 State Permit: 383804 Issued: 11/20/2000 POWTS Dispersal: Mound Permit: New County Permit: 0 Installed: 08/10/2001 POWTS Detail: NA Bedrooms: 3 WI Fund: No POWTS Pretreatment: NA Notes Issuer/inspector Not determined Jon Sonnentag k+laintenance Scheduled Pump 8/10/2004 12/16/2007 As Built Plumber Other Requirements >4/1/00 -Not Required Schumaker, William ve ' ne! Signed Off: No Date Pumped 1st Notification 2nd Notification 3rd Notification 12/16/2004 04/01/2005 Additional Notes Money Owed Plumber to confirm that there is adequate pitch on $0.00 the building sewer, existing house must be removed upon completion of new home. 7n Department of Commerce Safety and Buildings Division GENERAL INFORMATION PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) Personal intorrrlation you provice maybe used for secondary purposes jPrivacy Law, s.15.04 (1)(m)). Permit Ho der's Name: ^ City ^ Village ~ T~wrtor CST B Elev.:- Insp. BM Elev.: BM Description: 0C7 ~~k ~` S~tr TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~ ~ p ~ Dosing (o ~'lJ ng TANK SETBACK INFORMATION TANK TO P / L WELL BLDG. vent to Air Intake ROAD Septic >Z Ur ~~bU( Z ~ NA Dosing ~ yl O~ ~~ NA A 9 PUMP /SIPHON INFORMATION t' ~ Manufacturer Demand Model Number W - ~ ~ ~PM TDH Lift (Z , ~ friction U Syste z TDH ZU,~t Forcemain Length ± j p~ Dia. l `/ Dist. To Well GAII AR~ARDTI(1(~I GYCTt`M FI FVATION 1]AIA STATION BS HI FS ELEV. Benchmark p, o ~o Bldg. Sewer 1 St Ht Inlet / Q; ~(~ q , Sd D Dt Bottom (3, ~ ~ „ (' Header /Man. ~. 3 , Z Dist. Pipe ~ y~ U©- (S~ Bot. System 3. Z 5' = /, z y 2 , . s F'nal Grade r ~. b-~ 3• 9~: h SED /TRENCH Width ~ Length ~ No. f renches PIT No. Of Pits Insid Liquid Dept DIME I r DI E I G Manu adurer: SYSTEM TO P / L BLDG WELL LAKE /STREAM L SETBACK AMBER Mo er: INFORMATION Type O t S >ZGOr ~SU~ ~ll,D~ "~ OR UNIT em: ys nre~roror rT~nw1 ~V~TC11A Header / Mani of Z / I ~ Distribution Pipe(s) ~r , 3 / ~ x Hole ize 3 ' ~ x Hole Spacing Z ~~ Vent To Air Intake Dia. Length 3 Spacing Dia. Length ~ cnn ~nVf:R Y PfPCCl1rP Svctpmc 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 S C 5 Inspection #I : ~ / i'®/ ~ Inspection #2: ~ /~O /O Location: 1061 245th Str et, Woo vi e, W 54028 (SW 1/4 NE 1/4 10 T29N R16W) - 102916138 1.) Alt BM Description ~ ~pr ~ ~ ~a~5y~ y~' P~~w/ocr 4/~~~ ~~'f'~rw~ ~~~' S~r,J ~ r p r ~~ 2.) Bldg sewer length - - ~~ _ ~~[ -amount of cover = ay ~ ~ ~ ~ t~°r~y ~ ~°'~~" 3.) contour = /~% p ~ 9~. 6 ~ Plan revision required? ^ Yes ^ No Use other side for additional information. SBD-6'710 (R.3I~J7) Date Inspector's Signature Cert. No. ArcIMS Viewer ~5lY~ VOL Page 1 of 1 ~~~1~~ P~'"~" ~l`~' S~ . ~D~' q. ~ ~ l~~ ~ ~'~ http://www.landinfo.co.saint-Croix.wi.us/website/LRPortal/ARCIMS/MapFrame.asp?PIN= 2/5/2009 T ~actitan' Permit Apniicatron Ir, accor~ •~.'~ Cann: 83 2' ~ :~ Adrr. .'odc ,I~stQO~s~~n, See rtvrrsc side fv"r ;r.scrucu0r,s for ~arrp~,ct:nL thts appiicai~on p,cportr+~+snt of Con+m'.rcr 3'essonal infarrnatien ~o~ provide me} be used for secondan purp0/e3 i, lPr~ vacy Law , s 1 S.t34;1)(m?1 Safety & Aui~dtnZs L~ivis~,a}•. 201 W'. Washington Avc PO Ba:~ 73t)~ !vlad~son. W1 ~3"n7.7;i;' !Suom:t complrtrd form to eou~:ty if r ^ ~ 1Y s... ~ -~... ~_ ~.... .~. ...- -. ~. ~... _ _ r aL s revttien to provtout appllcttt fate Plan i. .Number S'T CYo e k ~ form ' o - Prlat f on t ' ~tM ~C:ty tots f ~° ~ 1r Y s~r4 /U~i4. S ! To~9N R a ioc tuber ~ s um er rv ~ ysr s Trr~ c-r- 78 a~~~-- P e SubdivitionNatrtsar M um cr tI ?ype of 8aildla~: (check o>ya) . ~ `_' D v112a=e 0 1 or Z Paatily Dwelling - No, of Sedrooma.~ __ ~l~; ~~t`'`l~ s,,, ,~Towt+ of O PubliotCoaai tdeaCribe user): .i.~`_'~ sr ~~ ~f` /,Iu~~'~ }r~ rte..-... r++..~ .w Y $ Typa o rpolh: { peek Only one box on line A. Cltack n lt~ ntppl+ca to ,~ Nsar.st Rad ~ .~,~~' c~ cS> Nth pFFIC ~""" q) !. ~Naw Sytttertt 1. Q Replttaarnent 3. O Reel a~rte~t,,of 4. is arcs Tax um er(s) m T k t3nl -~ ~ Stem ~ t'b~ ~ t~3© U -Abv 8) t utn er ...,~ ed d A $ • Permit waa viottat ~ is N, Type of W? $yeteMt (Cheat tli tl:et apply) Io _ ~ . I e, t 3S ©Nnn.ptetarlm+d ln•ground Mound O Sand Ftitar C~ Cot:stnttxed Wetlaard p p~a~{ ofding Tank d 5inpla P~st< D Drip Line O Atgtwie L7 Aerobic: Traatmeat tacit O 4iecirculattog D Otbar: V e r t nCormation: ~ ~ ~ ~ pt sr rtat Ares of Apptrcacson , ~ son yttm evrtan in "-_--•• ~~so'~ Rate4Gtls.tday/sq.R.~ 1 {MksJlttcltl Elavrtion y _ 33 .~ 9~ ~~ ~ ~ 7S s~ ~y~ Manuftstnnt SIse tae bet- Plestie ', I~~~•~ r hatortita' ~ Cat• Con. 1 Blass ~~ ~~1,~(l j/a ~ Crete ritucted ~ ~ ~s"" ~~ ~~ ~ ~~~ ~ ~ ~~ ` e s ~~ I ~~ ~ ~ ~~}~!i'~~ ~T ~ ~' U - Eta ! L ~ /~ r~,/1~ ~it~/ gWTg OWIt t Tt~~/ /~ ~: a, sat nest lVum er -~ ~ ~, ~ , ~: ~~~ ~ ~ I . 5 y~~ v>nu c ~iypprOtlaa ~_.-- - {1r:cls:drs ~rou water td surd a istg t tetssstut't a stssnpai ~ApproYad D t3wrger Olven initial Advet'te Surcharge Fee) ~s oe %~ (/ 20 ~,t~$ p ~~ iX. Coatdltiota of Approve! /Raaeoiae for Dittapprovsl: ~ -7g, c~. ~ ~c ~~~ i ~ '= A' 1^{GL^~ ~'ioa4~a~ ~~l (z~~ "~ ~~ "'~- ~.~ t'Gs9ten.c+- w.vs~t tW ~rev.are.R ; w,.-..t?4~+.1y `"1°"`-°"'I'~`'k~ 'Rj`NY nerd F~eCC~i~'e~lti... "~c. Ec{J~ti~-•l~wk e~.......,.t' -~ 1{cr ~,t..,.ll -~ ~i~...isi1. /~ ~K ~ w.s,.M../ca~~t-~4 +~'cl`~:c4~~~0 ~oG`~! ¢1~~`~ r .f(fYYt eS /V" ¢ ~ ~- /"wre r (.cJd a~v 1 f'`~ ~ ~j SStiOL$ ~- A ~ ~ G tt l 1 S -- ~ ^1 `S fit uw~ ~~a G8~ ~s-~ / , :'~ ~-. ~ra ti y /~ n y wC~N~ `a' a.~ - ~ " ~`~ • ~ ~~ ~~ s .Gs ~-~ Vd ~ ~~ Q ~ ~ ~, 11~o~5G ~- <0~1 --'----= ., tM" L/ ~I L~ Mou w ~orf~ -- - Prn e~ 1~h~. ~S ca„ ~ ~ vk h/ Yss~~d.,wti GT • `~ ~, ~~ f n, Sca/e. / ~~ cS~ ,~ f3 ~°.Z r 3~y 33 ~ 9 ~ Co y~eJ~ ~~' ~ o~ ~( '`Cs `ic 7 ~~z,~ Qs i3~~ ~~ 0 s~ , Y ~~~ ~~ S- /C~ ~ ~ ~scons~n Department of Commerce Safety and Buildings PO BOX 7162 MADISON WI 53707-7162 TDD #: (608) 264-8777 www.commerce.state,wi. us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 28, 2000 CUST ID No.691727 ARTHUR L WEGERER 421 N MAIN ST PO BOX 74 RIVER FALLS WI 540 f ~'~ t- c~~., ATTN: POWTS INSPECTOR ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 -+ ~~.! i <-- ; RE: CONDITIONAL ~~ OVAL ~~ ~~`=,Y tl'~ ~' Identification Numbers PLAN APPROVALEXPv X08/~~~F'~CE ~ ."~ ' ~ ~ Transaction ID No. 429394 ~ ~_. ,. ~. ~~,~ ~,.'" Site ID No. 197466 Please refer to both identification numbers, SITE: `~-_._:... _ ., Site ID: 197466, JAMES & KAY HARER above, in all correspondence with the agency. ST CROIX County, Town of BALDWIN; SW1/4, NE1/4, S10, T29N, R16W 1061 245TH ST FOR: Description: NEW DWELLING MOUND 450 GPD Object Type: POWT System Regulated Object ID No.: 757208 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 construction or installation and prior to occupancy or use: • 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, JAMES B QUINLAN , POWTS PLAN REVIEWER Integrated Services (608)266-3937 , 7:00 AM 3:30 PM MON / FRI JQUINLAN@COMMERCE. STATE. W LUS DATE RECEIVED 08/14/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSIv1ART code: 7633 cc: JAMES HARER ~ ~ ~scons~n Department of Commerce ~arery ana csuuaings PO BOX 7162 MADISON W! 53707-7162 TDD #: (608) 264-8777 www. commerce.state.wi. us Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 28, 2000 CUST ID No.691727 ATTN.• POWTS INSPECTOR ARTHUR L WEGERER~ _~t ONING OFFICE 421 N MAIN ST .,°~,~„ 1" ~ ROIX COUNTY SPIA PO BOX 74 . ~ ; •'~ ~ ~ 01 CARMICHAEL RD RIVER FALLS WI 54022 -•r' ~~i~~4r~~ N WI 54016 ~~~ . ~_~ ~ RE: CONDITIONAL APPROVAL ~ • - _~ ~ `" '~ ~ C~CG .' - >Y Identification Ntiu PLAN APPROVAL EXPIItES: 08/28~0?~ ST cnax <:. Transaction ID No. 429394 ,` l~ C{lu^1TY t ~ z:~ititr~V c~'F~CE ~' Site ID No. 197466 SITE• \ ~ ?~~,,.. \'~`> Please refer to both identific j -j - above, in all correspondence Site ID: 197466, JAMES & KAY HARE12 ` -,.~ ~ - ST CROIX County, Town of BALDWIN; SW1/4, 4, S10, T29N, R16W 1061 245TH ST FOR: Description: NEW DWELLING MOUND 450 GPD Object Type: POWT System Regulated Object ID No.: 757208 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 construction or installation and prior to occupancy or use: • 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, JAMES B QUINLAN , POWTS PLAN REVIEWER Integrated Services (608)266-3937 , 7:00 AM 3:30 PM MON / FRI JQUINLAN@COMMERCE.STATE.WI.US DATE RECEIVED 08/14/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 Wi$MART,code: 7633 cc: JAMES RARER t TITLE SHEET RECEtVEDPage ~ of ~ FOUND SYSTEM AUG 1 ~ 2081 FoR ~F~TY ~ BLDGS. DIV. A 3 BEDROOr1 RESIDE This plan has been prepared in accordance with the Mound Component Manual SBD-10572-P and the Pressure Distribution Manual SBD-10573-P LOCATED IN THE 5~1 1 /4 OF THE NE 1 /4 OF SECTION 10 , T Z9 N, R 1 ~ Ld, TOWi1 OF `a'PS~,pwL~1 S1-• ~~~K COUNTY, WISCONSIN. INDEX PAGE l of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM rIAI~TAGEMENT PLAPd PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEtd-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUFIPING CHAr1BER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR S fl~ ~ fl~ h-~ 1 ~P~~~ ~ ~ b ~ ~ y. S `'Sly STS-EST _ ~JooDVL~L~. , Intl S~j OZ$ PREPARED BY ~• ~~ ~, l_OIVtSiONCIf S:.fE7YA~J/], ~SUiW1~vvS ~~~ //,jam-~-1 t~,~',_~ i~/,^~~r ,S ~"I_-.r~~ " (~ .~., WEGERER St7 I L . TEST S h~G SEE CORRESPONDENCE AND . . DES I G~V SIERV I CE P.0. Box 74 421 Id.ilain St. River Falls, WI 54022 Phone 715-425-0165 Fax 715-425-6864 ~- ~~c~C Ulys~ "'~i pM..Y4~ ~~ z}-,~~~ ART!!Vp ~ i WEOEREN ~ D.Y15 P flISWOATI/, ~I _ A w~3. . ~SIGN~ g_ ~_oo JOB N0. ~~iS3 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. 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 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 shalt be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pumg 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 System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to 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 BOD5, 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. Contingency 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 ~1S-386-680 or to the licensed plumber who installed the system. DT.f1T D7 TTT f Scale 1 "= L~ p ' l-X-LS'Tl~u G !.v>_I.C. 1 S > lDO' ~~ H-~.av~p. '~'~Z''ST 4tzu~~~'M Uwe lS > 300' F~ar2 ~-toU1~ 3 ~a~ ~~t C3M'ti 1# Z Stt~ ~ H J - ~~-( Gt~Z 1p' pF- ~(" P~ C ~I ~~ i ~1 Page 3 of ~ ~ZO' or- Sobr~ / ~ ~,/ ~ S.1' ii ~t.9t3 3 / i~ `3' ~ t'i.'t 6 5 ~~ // ~' ~ ~, ~ ~~ % ~°-UtiJ~Uu Z `S1 . X17.7 S' . / ~o`c~or-r of= mac. ~ ~ ~~ ~2 tap tvoT evr-1 Prt~7- atz ~L gR.'1S ~~ ~ ~ISTv~ZA `ftHS !1?Z~1R, 2$ ~ m~~~ "~ a ~~'fl+[- ~1., t00.0~cyJ SFl1~ 1D"Pt~DUF 6Rauw~p )ti, b`K6`W~D l~ST- Qs^1 td-2-~, 49..5' o-v CO'RN~'(Z O~ e.UN eR.l37L S LA~3. -_- 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 ~ooo /6S0 gallon capacity manufactured by Y"11.1~ w~~C~T~1~1 p~~~-, 1,E.e. ~v/ z ~3~z. F~ ~~1z . 4 . $ench marks : S~ 1~$DVE 5. Divert surface water around system to prevent ponding at the uphill side. Approved Synthetic Covering AST~i C33 Medium. Sand Topsoil 3 % Slope Distribution Cell of Z" to 2Z" Aggregate Linear Loading Rate= 6-DGPD/LIJ FT Design Loading Rate=b33.GPD/SQ FT 3 J ~ , iC • . Page ~ Of 7 istributian Fipe D . G Elev. 01 ~1-~ S b Force Main Plowed Fram Pump ~ Layer CROSS SECTION OF A MOUND SYSTEM L q G Ffi. B -7S Ft. I ~ Z Ft. J °I Ft. • K ~ Z Ft . L °t q Ft. W Z~ Ft. 0 Z•0 Ft. E Z@ t5 Ft. F o.8 Ft. G o-S Ft. N ~• 0 Ft. ~, ~• -Observation Pipe B _- ~___-_ K - ~-- - ----- -- --- - - ---~ ~Q~~~-~s ~~--------------------- --------------- ----- - pox . q ~,~b $ ~ ___ -- -~ W -~_,~__ - ---._- _--------- 1 .Force Distribution ~---Cell of 2" to 2%" • s Pipe ~ aggregate Observation• Pipe (Anchor securely) PLAN DIET~J OF A MOUND SYSTEL4 in Distribution Pipe Layout Pace S of ~ Place the holes at the bottom of the distribution pipes . at equal spacing. Remove aI1 burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 4~ ° fitting to a point within six ~~ inches of the final grade. Terminate the ends of the laterals with a valve,: threaded cap or . threaded plug. Provide aces from final grade for the valve; threaded cap or threaded pIuQ. • T`-t P 1 Ct~ L l;,~Z.OS S _5'~:C.ZIV N PVC P~J = t~VC Lateral ~ ~ Manifold r- Lateral x x z x x/Z xf2 x x x x __ 'Lateral Length - Lateral Length - P ?LAN V\E1rJ _~ _~ F -~ o- - Mr~-u~w~o ~ -- YOQC~ M1'(W r r~C4~5 sox - -o - --o P _ Ft. ~ ~ Hole Diameter 3116 Inch ---- S ,3 Ft. ~ LateraT ~ ~ ~ 1 y Inches) X Z~ Inches Manifold Z• Inches -- - Force Main " ~ inches - ~: . # of holes/pipe 19 - Invert Elevation of . Lateral s l n~:zS Ft. FORCE t"+ R~rV . -- ~ - - Combination Sept~.c~.Tank and • PUMP CHAMBER CROSS SECTION ANA SPECIFICATIONS ' PAGE (~ OF -7 -VE1JT CAP ~ WEATHER PROOF - JUUCTi01J 80X . ti C.I. VENT PIPC ~ APPROVED LOCKIfJ6 ~ lO' FROM OOOR. MAIJHOLE DOVER wt"fK :~INOOW OR FRCSH ~ wARtJI-JG LAt3>:(,., ut3P~1o>J P tpt; A1k IWTAKE S coraputr u.tlH-ttZrsq~ rrrp ~ t , .• 6~i t~ ~ ~ - ~ I .~ 6'~^W•~~6~ ~ i ~r,'Mlu. - -I ~ ~ ~ 19• Mlu. ~-- ~~: - a•~ PROVIDE I ----- IAlLET ,•~, -•'` AIRTIGHT SEAL I ~ ~ • aiaFF~~S %`~ ~ I ~ ~ v Approved ZflB~- u~~ --A ~ ICI APProved I III joint w/ joint w/ ALARM PVC pipe PVC pipe "I 11 ° I I I I ou ~ 'I I CLFY.~~.O~'FT. - __J PUMP -~ OFF D COAICRETE ~ ~ BLOCK LSZ.~.v - ~ 6-oa f ~• RISER EXIT PERMI'IrED OI.ILy IF TA1JK MAIJUFACTURCR HAS SUGH APPROVAL 3NApFQorEp • B6t)OIN4 SEPTIC E SPEGIFICATIOt`1S DOSE TA1.lK MA-JUFACTURER: ~`~~~~~~ Pr~'~~ IJt1MBER OF DOSES: S-S pER pAy TAl.IK :,fZC : Juno 16 so GALLOIJS DOSE VOLUME r ALARM MAIJUFACTURCR; 5~~~-~T~~ S~ISTU"'1$ IAJCLUDIAJG 6ACKfLOW: 1~Z GALLONS PIODEL 1.IUM8ER: l~! ~~ CAPACITIES: A. 18 IAJCHCSOR 3~6 GALLOys SWITCH TyPC: - I"1~LC-UR-y 8 c Z tiJCHES'OR ~_ Gy~LLO1J5 PUMP MAAIUFACTURCR: CY~UE..I~S C=~-IUCHES OR 1otrZ GALLOl15 MODEL -JUMHER: 3$~5 i~ ~ s ~ D= 1 Z IPiCHES OR Z0~ GALLOAIS SWITCH TYPE: ~ ~~~Zy IJOTE: PUMP AUD ALARM RC TO DC MIlJIMUM DISC~FIAR6E RATE Sb,~~ t,pM INSTALLED OAl SEPARATE CIRCUITS VERTICAL DIFFEREIJCE CETWCEU PUMP OfP AUO..OISTRIIjlJT10-J PIPE.. `3'ZS FEET + MIIJIMUM IJETWORK SUPPLY PRESSURE , . , 3'~'S FE.ET ~- ~-~-0 FEET OF FORCE MAIIJ X ~-OZ'F~OFZFRICTIOU FACTOR.. ~'~~' FEET TOTAL Oy1JAMIC HE:AO = ~' ~' SZ FEET As per manufacturer \-1.0 gal/in. Liquid depth 38 `' . .r'. ~y`MP PE~'~FOa-~`'11°i~yCE CUIZUE uouias ~1]~3]77E1'~1~3~ ~~~~1]~~1~ ~~~~ ~~ a;- ~ ,~ 3885 APPLICATIONS r1~> 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: " •'/s HP,115 V, 200 V, 230 V, 60 Hz,175O RPM;''/z HP, 115 V, 60 Hz, 3500 RPM; '/Z HP -1'/ HP, 230 V, 60 Hz, 3500 RPM. • Built-in overload with automatic reset. • Class B insulation. Three~phase:- •'/z HP -1'/z HP 200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. ®1995 Goulds Pumps, Inc. • 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: •'/s and Yz HP -16/3 SJTO with 115 V or 230 V three prong plug. • 3/4-1'/z HP -14/3 STO with bare leads. Three phase: • Yz-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 90 25 20 0 a m x U a 15 Z 0 J Q p 10 80 70 so 50 40 30 2a 5 10 0 0 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, 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 SA Canadian Standards Association ll~ Underwriters Laboratories 0 10 20 30 40 50 60 70 80 90 100 110 120 130GPM I 1 ~ 0 10 20 30 m3/h CAPACITY Effective May, 1995 11 83885 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ~ of 3 Divisi3n of Safety and Buildings ' in accordance with Comm 85, Wis. Adm. Code County ST _ e..~2.0 LX I 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. OOZ -1 bz-O- ~ ~j _ ODO Please print all informa ' ~ Reviewed by Date Personal information you provide may be used for. sewn u ~ , sayb.04 (1) (m)). ~ l 1 -7.Q -~ (}O. Property Owner ti ~ 'f?rope Location ~-PC1''1~ F'-'li~ ~-P~ I~C.~~I~1L'-) S1~ 1/4 1~1E 1/4 S ~ o T Z ~' N R ~ 6 E (or~W Property Owner's Mailing Address r` ~ot Block # Subd. Name or CSM# City State Zip Code hone Numberc,+ ~ i ^ Village 'Town ' Nearest Road C}'' ll Nry Woo~v~~~`c wl Silo ~8 ( t ~~~.68 ~~-c `- 'f'~~DwtN Zy.s YrI- sr, (~ New Construction Use: [~ Residential /Number ~'be rqo Code derived design flow rate 4 SO GPD ^ Replacement ^ Public or commercial -Des Parent material Ly L S ~ o~13'R ~..t'~C.t S4 1. ~'1 l.G Flood Plain elevation if applicable ~ p fL Genera! comments ~ and recommendations: CzITeD 1"l M ~vD 1"10 UX~j W~ 6 ~ ~ ~ S . ~ `S`~Zj Qv~l 4 w L°EL.t_ w/ ~ ~~ Z y f s ~ r tr~_ a Boring # 1^~ Boring ~~ Lam. Pit Ground surface elev. ~~•5 ft. Depth to limiting factor ~ S 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 1 0- ~ t o~-t 2 ~~ v - s~ l z~'sbt~ m ~ 1- e-s ~~ .s . ~ Z 1h' - ~ S l 0 `Z IZ ,~16 -• s i l Z'Qsb k h1 " e-S 1 Irk - 5 .8 3 ~S 31 ~ ,s~ 1Z ~~~ ~p-) ~ ~..s ~ ~ s1s ~ 1 c~sbk ~ - • 4 ~ b 1 7 1 Boring # ^ Boring 1~'r S " I1=~,I1 ~ pit Ground surface elev. ~ ~~ ft. Depth to limiting factor t'.~ in. Soil Appiiption 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 Z ~_~3 lp`~2 316 - si f ~`Fsb>z mTr es 1v~- , s . B 3 t~ -2~ -~.,s~ R ~~~ ~ i~ ~ .s ~ ~. sus t 1, e s bk w1 ~. ^ ~ .. ~ ' Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 =BOOS < 30 mglL and TSS < 30 mglL CST Name (Please Print) Signa~'re CST Number Arthur L. Wegerer C_L_,, ac• OO-l$3 220254 Address Wegerer Soil Testing & Design S e r v i C e Date Evaluation Conducted Telephone Number 421 ~J. I1ain St. River Falls, t7I 54022 ~• Z-00 715-425-0165 Property Owner ~ 1'T~~~ Parcel ID # _ ~~ Z - ~ l~~-0- ~f U -UU(~ Page z- of Boring # ^ Boring ~,~ S ~, ® pit Ground surface elev. ~ ~ - ~ ft. Depth to limiting factor 1 y in. Horizon Depth in Dominant Color M Redox Description Texture Structure Consistence Boundary Roots -Soil Application Rate GPD/ft2 . unsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ~ d_q ~o~tz Sty - s-'I Z'Fs~k wt'fH ~g 1~' .s . Z g-iy ~o~123J6 - s,'I Z~ sbk ~'Fl- GS t~~ .s .~ 3 ~y -~ ~ o~ R 3/6 ~ 1~ ~ •S ~ 2 S/8 s 1 t l e sbk a`i'l `FH e~ _ . 2 .3 y zr~-~ ~ •S ~ Q yry ~~ L t ~ sbh >'-~ -fi, - . ~~ . 6 ^ Boring # 1^-1 Boring t_ L_ 1 Pit Ground surface elev. ft_ na~~h t., u.,,;t...,. ~..,..,.. Horizon Depth i Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ft2 n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ^ Boring # ^ Boring PIt Ground surface elev. ft. Depth to Ilmitino factor :n Horizon Depth in Dominant Color M Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/it2 . unsell Du. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 "Effluent #1 =GODS > 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 =BODE < 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. S80.8330 (86/00) PLOT PLAPd . Scale 1' ='y'~ ' Page 3 of 3 gp 'P~-CZ- \~i'-tL 'c.TL L`K-`S'T1 n~ G I~ ~tC. l S > loo' 'moo wl wti. ov-•~p 7''~~Z:sST P~u1~~2`N/ U%~~ lS > 3op' ~alrt i'?auk~D F- 7 Crl I ~ob~ Z,yS~s sr .. ~~ _ p r.~ v~ _ _ ~~2 Stt~O ~ } J - ar~ri~-( . Sop`s ~UhJSUv 2 `s1 . 9.-1.7 S ~D`~pt`-1 OF a-~'2.C. `~ S ~Y ~'9~13 /~ i~ `3'~ t~i.~t6 S g.3 ~ // ~ d` /// A d~C ` ~ /f / / p~ rvoT eor~ PrnT otiZ ~ ~1. l s 1vtZ8 Tt#'J S rt7xA, B-Z / 2~, ~^'1~-1. - et, 100.0 [~ SPt~ 1~~ ~oU~ 61~uwD 1ti, b4X6`woal~ pDS-r- __..--- 8>~1ld-Z-~,Z. 4q•S' o-v p-pR>u~Q o~ et1Ne~Z.I~ StA~3. Q-2.d~ 715-425-0165 220254 00-183 CST Signature Date Telephone I.1o. CST Alo. Job PTO. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 ` Divis{pn of Safety and Buildings '- in accordance wit} Comm 85, Wis. Adm. Code - County ST °LC~O>.X Attach complete site plan on paper not Less than 8 1/2 x 11 inches in size. Plan must inGude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. . percent slope, sple or dimensions, north arrow, and location and distance to nearest road. OOZ -1 D7 0 - ~ O _ OO0 Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ ~P'Sr'1fTS Prl.1D ~f5y ~.~ lieut.-Lot- Sly 1/4 1.1E 1/4 S 1 O T Z q N R L 6 E (or~W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1061 Z.~lS ~ sr- - - -' City State Zip Code Phone Number ^City ^ Village ('Town ; Nearest Road Woopv~~~,~ wl Suo'~ ("1 lS j 6S~/- 3S 81 $'P~t.Dwtly Zy,s `rrF 5r, (~ New Constnsction Use: ~ Residential / Number of bedrooms 3 Code derived design flow rate ~ SO GPD ^ Replacement ^ Public or commeraal -Describe: Parent material L-~ ~ ~ DV ~ ~P~'C.t f~ L 1-1 L.C. Flood Plain elevation if applicable ~ ~ fL General comments land recommendations: C~tT~x'11't t~ t^~10U1tJp w/ 6 ~~ZS~ ~~ST12~ `33~)`[tp sti1 e'"Z..L w/~f~ Ly' s ~~ ~ ~L_ Boring # ^ Boring ~~ [~' pit Ground surface elev. ~.~~5 fL Depth to limiting factor ~ S in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munseii Qu. Sz.. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#Z 1 0- ~ 10.2 ~lY - sal z~fsblz m ~-- ~s ~~ .S . ~ Z h' - ~S l o ~ li ~6 -~ s i 1 Z'{~sb k Yyt ^ ~S 1 11'~ . S .8 3 ~5 3l ~ ~ `~ IL i~l~ 'P~t ~ -l..s ~ ~ s18 L 1 C~Sbk y>7',=>_ - . `~ . b Boring # ^ Boring ~ 1~* S " Pit Ground surface elev. ft. Depth to limiting factor 1 '~ in. Soil Appligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z $-13 Lp`~2 31b - si 1 Z`~bk mTr eS 1v~- . s • 8 3 ~~ zl -).,s~f~ ~~y~ '~- i~ ~ .s `J 2 s1~ L 1, e s bl~ wt.'~t.. - ~( ..~ • Effluent #1 = BODs > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signa~~re CST Number __ Arthur L. tde~erer o~. d0'~$3 220254 Address W e g e r e r S o i l Testing & D e S l g ri S e r v i c e Date Evaluation Conducted Telephone Number 421 N. Riain St. River Falls, F7I 54022- ~• Z-dO 715-425-0165 Property Owner _ t~ 1~ ~. ~~ a Boring # ^ Boring ~ ~ ~ ® Pit Ground surface elev. - Horizon Depth Dominant Color Redox Description in. Munsell Qu. Sz. Cont. Color ~ d_q lu~lz 3/y - Z 9-ty 1o~tiz3J6 - Parcel ID # ~~ Z - ~ l~Z-l7- Ll (~ - QUA Page Z of 'I~t S'' ft. Depth to limiting factor 1 U fn. Texture Structure Consistence Boundary Roots Soli Application Ra GPD/ft2 ~ Gr, Sz. Sh. •Eff#1 •Eff#2 s t i Z'~S~k ~`rH e.g 1 ~' . s si l Z.`(' sbh y~~tr eS ~v~ . s s i I 1 e sbk ~ ~{'~, e~ _ , Z, . 3 L 1 ~ sbk >~ ~fv _ $ . ~~ . 6 ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor ~., Horizon Depth Dominant Color R d D i Soil Applic in Muns ll e ox escr ption Texture Structure Consistence Boundary Roots GPI . e Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 Boring # U Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox D i ti Soil Applic in Munsell escr p on Q S Texture Structure Consistence Boundary Roots GPI , u. z. Cont. Color Gr. Sz. Sh. •Eff#1 • Effluent #1 = BODs > 30 < 220 mg/Land TSS >30 < 150 mg/L • Effluent #2 =BODE < 30 mg/L and TSS < 30 mg/L anon 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-8730 (R.N00) PLOT PLAPd ~ Page 3 of 3 Scale 1' ='y~ ' ~"~-LSTtN G W PLC. t S > 100' ~cit~l wtOVwp, ~'~Z:°-5j p~u\~~"R'N/ lJr~~ !S > 3op' ~c7M 1-10uk~ I ~o ~ 1 Z,y,S `~S- s r , i ~' ~ N. ~l ~ 9h'L Sttg,O ~ ~° 1 - ~rot-~ s op'~ °~U~QUQ `~. ~Ll.~s' '~nl1Ur1 OF ~-(.. 2L aR.zs' 3 ~Dt~ ~~E ~~z 9 h `! S,ti g.3 ~ // ~ 0. / ' A O~C / ~ /I Au rvoT eoW! Prrc-r aiZ e-Z ~ t,, ~Y"11+f.- et. 100- C~J SPt}z~ 1~4_PrS0U~5R.3u~.D )~~ b°X64~iD PosT'- _-- --------- 6~1 !~2 _ ~, 4.9..5' o-v ~ 0'RN ~~(2 O~ e0N CR.L'?~ S 1.~3 _ - --- g-Z-0Q 715-425-0165 220254 00-183 CST Signatuze Date Telephone Pdo. CST A1o. ~ Job P10. i@129!2000 @9;29 17156844!:30 ALWIN EXC INC PAGE 06 18/18/2900 0E:39 1715684,;63@ ALWlid t-y4t:~ _t~iG h~',C,t 1~1 ~ cwc~-~x coui~rit s8rr~c rtwrr~ w woRSeatarrr OWNBRSH?!' CS1tTtP1Cw?lON FORM OwnK/duy~ r ~ i~~ ,~ddew, - s ~~ ST. 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W + i 1rT 4 P 771 1 9:30 A M ti'» t~'M 1~ ~~~tl~ ~../ The South Cne-half (S~j) of the Northeast quarter tNE~) of U Section Ten flu), Township Twenty-nine t29) worth. Range Sixteen f16} Weat• This deed is given in fulfillment of that certain Land contract between Iasdore w. Harer and M~lrian E. Her@r, husband and wffw?', to ,vanes A, Harer and N~t7 L• Harer, husband and Wife. dated June 1, 1974, and recorded in the O!!iC! of the Register of Deeds for St. Croix County, Wisconsin. an Jun@ 13, 2974, in Book 512, at ?age 2g7. as Document No, 32?435. A ' • 7 ~ ~ ~ V r ~ n - i s not ... ...... ... :^~..:,. • . - xx ,. ~`•^~'~•"'''•`''"~•~'~'^• BiBOinents and resLcicCions of r@COrd, and @xcept any Liens ar encumwranct-s ersr*r.H cr itlffprpr' r, r,~+ ~~r<~*.s~ ~y *r,~~ ~cCs and defaults of the grantees. their heirs, successors or assigns. ~ `t ,/,' .. _ ....._ __. ~, _ ..-..._.. .. » • -_._.. r~ w. 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Sr 1'_ ~n~ 1~' 1 '~yy44f Nr h 1 ff L ~S~ ll„ ' ~Y.~ r: !~ 5: y 4~ .A t _, ~ ~~ .y ~_ rw ~ ~. w7 G''` ~ i s» r ~' ` ~ '' ~ `x -~ M1tf ~` b_.qi ~1.- y '~`~ t. +`XY ~ ' ~~r r .~.~{ 5 &,. ~ r .,_ F 4~ ,~ .~~j ~ _; s a j s _>, w -~+~-~ J ~~-_ ~~7 X ~~ '~Y' W ~ ~' Y /7~ %.~..~~, C~-l I.~~ - 0~Z-lGz~- yo-o~a ~ ~~,,,, ~ lr-~~~e~-~...,~~,,, ;~,.~ ~~ ~~ ~~ ~~r~~v~`~ -~ ~~~~" Lv68d~; ~l~ (C~ ~~~ ~ ~~ iNFnRMATinN/CnRRF,~PnNT)F.NCF, (include date) ~,,~t ~ ~( ~~~~~ Parcel #: 002-1020-40-000 03/26/2007 11:02 AM PAGE10F1 Alt. Parcel #: 10.29.16.138 002 -TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -HARER, JAMES A & KAY L JAMES A & KAY L HARER 1061 245TH WOODVILLE WI 54028 Districts: SC =School SP =Special Property Address(es): • =Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 38.000 Plat: N/A-NOT AVAILABLE SEC 10 T29N R16W SW NE EXC CSM 12/3433 Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 40 1 /4 160 1 /4) 10-29N-16W Notes: Parcel History: Date Doc # Vol/Page Type 10/09/1997 566677 1269/326 WD 10/09/1997 566676 1269/325 WD 07/23/1997 880/36 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Description Class AGRICULTURAL G4 UNDEVELOPED G5 AGRICULTURAL FOREST G5M OTHER G7 Totals for 2007: General Property Woodland Totals for 2006: General Property Woodland Last Changed: 10/25/2006 Acres Land Improve Total State Reason 32.000 5,400 0 5,400 NO 1.000 100 0 100 NO 3.000 5,100 0 5,100 NO 2.000 8,600 214,500 223,100 NO 38.000 19,200 214,500 233,700 0.000 0 0 38.000 19,200 214,500 233,700 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch #: 510 Specials: User Special Code Category Amount Specia{ Assessments Special Charges Delinquent Charges Tota I 0.00 0.00 0.00