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HomeMy WebLinkAbout030-1018-70-500 Wisconsin Department of Industry, Labor and Human Relations SOIL AND SITE EVALUATION R L REPORT Page I of 3 Division of Safety a Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than-pi/2.x 1 t, inches jn size. Plan must include, but St. Croix not limited to vertical and horizontal reference-poini (AM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and dtstan'o to n+ ` rest road 030-1 18-70 " d APPLICANT INFORMATION-PLEAS" RINT,V, Ir fOFIMATIOI REVIE Aj5 PROPERTY OWNER: TO-77 !PROPERTY LOCATION - :.r11ts GOVT. LOT NW 1/4 NW 114,5 5 T N,R 19 8(or) W PROPERTY OWNERS MAILING ADDRESS T # , BLOCK # SUBD. NAME OR CSM 4_1 1218 Trout Brook Rd na csm CITY, STATE ZIP CODE PHOL54~,r-~647* VILLAGE TOWN NEAREST ROAD Hudson, WI. 54016 (7,St. Jose h 1,A1' rout Broo N. [1d New Construction Use X) Residential I Number of bedrooms 4 ( ] Addition to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate . 7 bed, gpd/ft2 -8 trench, gpd/ft2 Absorption area required 858 bed, ft2 7 5 0 trench ft2 Maximum design loading rate - 7 bed, gpd/ft2 - 8 trench, gpd/ft2 Recommended infiltration surface elevation(s) 9 5.6 0 , It (as referred to site plan benchmark) 2"~ I L Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na CIA - S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for system KIS o u RI S Flu Es ❑ u El S D U [a S o u o S CCU SOIL DESCRIPTION REPORT goring# Horizon Depth Dominant Color Mottles Structure GPD/ft in. Mansell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Bou xJay Root . Bed Treixh a::.. 1 0-14 10 r 3 2- none sl 2msbk mfr 2 14-40 10yr 4/4 none sil lmsbk mfi CfW lm .5 G round 3 40-80 715 r 4 6 none l _na .7 .8 1 V. 9e . Oft. Depth to limiting factor +80, / Remarks: C~ CC~r ? ` % ~1~4~Z . Boring # 1 0-15 10yr 3/3 none sl 2msbk m lm 2` 2 15-33 7.5 r 4/4 none sl Icsbk Ground 3 33-46 7.5 r 4/4 none is os mvfr if 7 ~i . elev. 4 46-80 7~r 4/4 none 9 8.6 ft. ms os my Depth to limiting factor _ +801 l Remarks: CST Name:--Please Print Ga T L. Steel Phone: 715-246-6200 Address: 1554 200th. Av , ,New Richmond 154017 Signature: Date: In-71-Q7 CST Number: m02298 Page 2 of 3 PROPERTYOWNER Claire Dilts SOIL DESCRIPTION REPORT PARCEL I.D. #--HO 30-1018-70 Dominant Color Texture Structure Consistence Bed Trerxh Boring # Munsell flu. Sz. Cont. Color Gr. Sz. Sh. 7an GPDIft 10y . j none sil lmsbk mfr .4 •5 3 sici icsbk mfr •5 10 r 4/4 none Ground is os mvfr 1 •8 ff 7.5 r 4/4 none elev. 99.6 ft. epth to D limiting Remarks: Boring # F sl 2mgr E mfr gw im • n! • 6 1 0-12 10yr 3J3 none r 4/4. none scl lcsbk mfr if .2 .3 LU 2 12-24 10 1 .8 3 24-42 7.5 r 4/4 none is os mvfr na Ground elev. 4 42-80 7.5 r 4/4 none ms os mvfr na na .7 .8 9 9.2 ft. Depth to limiting factor r, Remarks: - Boring # 6 1 0-12 10yr 3/2 none 1 2msbk mfr 2f . lcsbk mfr 52 12-22 10 r 4/3 none sil if .4 .5 3 22-80 7.5 r 4/4 none is os mvvfr na na Ground elev. 9 9 . ft. Depth to limiting f+c or „ Remarks: Boring # xr: Ground j elev. ft. Depth to limiting factor STEEL'S SOIL SERVICE Gary L. Steel Gary . S Claire D i l t s 1554 200th Ave. MPRSW 3254 NWaNW~ S5-T30N-Rl9W New Richmond, WI 54017 town of St. Joseph (715) 246-6200 lot #8-csm N 1"=40' BM.=nail in Pine tree @ el. 100, Alt. Bm.= nail in Pine tree C el.99.50f soil evaluation was done to satisfy a zoning requirement and may or may not be suitable for your use. a ~ 6?0 3 8 -V vje Wk ,6 321 11% E Gary L. Steel 10-23-97 Parcel 030-1018-70-500 Valid as of 09/20/2016 09:25 AM Alt. Parcel 05.29.19.79A- 50 TOWN OF SAINT JOSEPH ST. CROIX COUNTY, WISCONSIN Owner and Mailing Address: Co-Owner(s): JEANETTE H DILTS SURVIVORS TRUST DILTS FAMILY TRUST DILTS FAMILY TRUST 1218 TROUT BROOK RD N Physical Property HUDSON WI 54016 Address(es): Districts: * 1197 TROUT BROOK NOR Dist# Description 2611 SCH DIST OF HUDSON Parcel History: 1700 WITC Date Doc # Vol/Page Type 12/11/2014 1005326 26/6071 CSM Legal Description: 09/30/2014 1002250 26/6046 CSM Acres: 8.787 08/20/2014 1000443 / SEC 5 T29N R1 9W NW NW FKA LOT 8 CSM TD 12/3391 EXC AS DESC 1399/536 FKA LOT 10 10/24/2013 988026 / EZ U CSM 26-6046 NKA LOT 10 CSM 26-6071 more.., Plat Tract (S-T-R 401/4 1601/4 GL * 6071-CSM 26-6071 030-2014 - Block/Condo Bldg 05-29N-19W NW NW LOT LOT 10 3391-CSM 12-3391 030-97 05-29N-19W LOT 8 6046-CSM 26-6046 030-2014 05-29N-19W NW NW LOT 10 2015 Valuations: Values Last Changed on 05/20/2015 Class and Description _ Acres Land Improvement Total G1-RESIDENTIAL 9.361 88,400.00 0.00 88,400.00 Totals for 2015 General Property 9.361 88,400.00 0.00 88,400.00 Woodland 0.000 0.00 0.00 0.00 2015 Taxes Bill # Fair Market Value: Assessment Ratio: 348695 96,700.00 0.9137 Amt Due Amt Paid Balance Installments Net Tax 1,352.97 1,352.97 0.00 Special Assessments End Date Total S 0.00 0.00 0.00 1 01/31/2016 pecial Charges 0.00 0.00 0.00 ; 676.49 Delinquent Charges 0.00 0.00 0.00 2 07/31/2016 676.48 Private Forest Crop 0.00 0.00 0.00 Net Mill Rate Woodland Tax 0.015305035 0.00 0.00 0.00 Managed Forest Land 0.00 0.00 0.00 Gross Tax 1,498.27 Prop Tax interest 0.00 0.00 School Credit 145.30 Spec Tax interest 0.00 0.00 Total 1,352.97 Prop Tax Penalty 0.00 0.00 First Dollar Credit 0.00 Spec Tax Penalty 0.00 0.00 Lottery Credit 0 Claims 0.00 Other Charges 0.00 0.00 0.00 Net Tax 1,352.97 TOTAL 1,352.97 1,352.97 0.00 Interest Calculated For 0912012016 (Posted Payment Payments) Date Receipt # Type Amount Note 01/04/2016 20111 T 1,352.97 DILTS SURVIVORS TRUST CK 8016 JJ Key Payment Type: A - Adjustment, R - Redemption, T - Tax * Primary i SCHMITT & SONS c°. GAVATING-., 586 Valley View Trail Somerset, Wl 54025 (715)549-6651 9-21-2016 Soil & Site Evaluation Verification Report for: Lot 10 Parcel ID: 030-1018-70-500 Lot Address: 1197 Trout Brook North. I,Tom Schmitt CST 227429, on 9-21-2016 went and checked the condition of the system area originally evaluated by Gary Steel on 10-23-1997. 1 was checking to see that the area had not been disturbed since the original evaluation was conducted. The system area has not been disturbed. On the soil and site evaluation report there was a note about the depth of bore 1. 1 did a hand auger boring at bore land found sand to a depth of 94 inches. This verifys 36 inches of separation. Using the measurements provided by Gary Steel's report, I flagged the 5 bore holes and placed ribbon on the trees that the bench mark nails are in and placed ribbon on the nails. Thomas J. Schmitt CST 227429 Labor a . nv;frdastnV L~IbC~( tTd H ~UmfTian~rl F Rsl2siaGRr." SOIL N SITE EVALUATION REPORT page i of ~iY`ISICrt of JAiF11y a Esuli~l r>~4 [ : aLcord ;th 1LHR S3 C5, Wis- Ad m, 0 0 d e COJ;' A.xach complete site purr on paper not less than 8 112 x 11 inches in size Plan mast if-dunp, but _-St_, Croix not limited to vert;oa€ and horizontal reference point {Btvl}, dir - ;ion and of slopfi, scale or PAgCc"t. i D dirnansioneci, north arrow, ants location and utsiance Po r,earasi road r} {p 7 1 APPLICANT MFO€ MATION-PLEAS: PRINT ALL INFORMATION RSV(> WcD~a ATE ?RJPERTY OWNER, PF?0_-: h! ( LOCATi IN y~ x~^'N4''77 1 y. /n ry' }y Gia-ire p~ "1 ilt iJl✓Y Lo, lY T o( jt4 St t'yJ I ! ~i,'.i 1S-f~$I}i~+ iV LCT4 1 E(vCK# TSUK, NAME RCSM#~ 1218 Trout Brook Rd. na m Y. sTAT z ? CODE ~P_ cCNE tit;1'CE v vs~L v c: nir ~~sY cao- Hudson, td 541016 T~5 ;~i3 ~47c? St. Jose L fTrout BrQO' N. ~ r New construction Use l`ael Residential,' Nur€1ept of be- ro(r1 Addition to existing buiiding I Repiacernent i I Psbiic or commercial des;ribe "ode deri<ed daily fiev' 600 _ 9AU Recomrnendeo design loacino rate • ? ecd ap:,112_, 8. _ trench, gpdrlt2 Absor tiah area raat fired 858 t>ert '7 1 U n,i t' trcr Cf . r tvtaxjTum,, design Icadng ratE?, L gpditt _-8-t`en0h, {gpd;h2 RGuirnmenderl inhivation 50a4e E iGl °t ! t iS} 4' a 3 J ' t its referred to site lar, Nerichmar ki Additional design r site Considerations V a Parent material ~~t s~ v =1ao7 pia,n .,ieva;ion, i? applicable na -ft ~41it~tii8 T0.' SV5t2;i.~ ~ t;O~VYTS`.",!J,n~ a!isJF#~ '^i C+~Ji.;'ti~' PR~S5€.~RE i AT G~r+~~ ~~5, ```A ``t E:l. Ht^,I ~I:':v TAtiK tJ _ Unsuitable'or svste,>> S ~ U ! c ~ ll ~ ~ t7 ~ x:.1 S ~ U LAS ©t1 ; L S ~U SOIL DESCRIPTION REPORT ~upti~ ; Gomtnant Colo Modes Structva I r GPt=?ft Boring# I-ierizcn) Te;([LVT iConsistence'~~ry,Rootsi in. Mur25t, Cat SzCnni. Color : G v Sz. Sr . Bed Treridt 1 10-14 tvyr 3Z.) none 14 40 10yt none ~ sz: tmsbk mfg lm , . firouro 1140-M I 7.5 yrt`Ei con ? elev. Ueorf) to ISO - ~T l1/d rv 6- d^tGfi 51 Remarks _ '„'cr€nq 1221 n 3 3 4' none 133-40 r 5- yr i -4 i`tt~f'~e is aS ~ _mvfr , , Ground i•GY. ft r ~ ry i 46 SO i ~ r 4!'4_ cne HIS I cs - tmr. r _ ~l Depth to ~ Ci L ~fi'r7lili`ti CSTPdu€rte~-.-('iea,;e Print Girl L, Steel 715-246-62(g) d lres' 1554 yCf),r1. -l}v j xF w Ric mr,~tl )~J 54017 . ~'.ti~ -r'r i•'~.` ,t ! t "I SOIL DES w. i `LION iEPO T in. munse#t ( A~JrG s ~COo~SiST lC2 TBCU Ct,`t5t Urlt i ~ Q<,- Sz Uoni. (.cs#~~ ~ea Trt3rxh 0-12 Yst)£r6~ I12--33 Ovi- -,e~ tF _ y~ rivc I s icl t Icw h,s L, n 3 !33-&4 f 4/4 , • --r- _ ,cat - - osc ~ frn c f - Depth!" '4 } Remar~s: Boring ME tr r ~i air n s, ~ c..- IC .f r . _ pf ti4J j F 2 V'OUPf 3 2 ( 7.5-fir`? Just t- - - lJ t ft - - !42-30 7 -_5 ~.._4 'C2 Civ t~ S G,s 3fiJ ~ ! na na • 7_' i Depth to - , _ _ ~ ~ ~ },rr iin factor I t i s i i CSo:`itsC fit ( 110-12 l0yr 3/3; none _ sb;c inr a T lcsb?, rafr i c5~ I 22-CO ( 7. L / i nn Ground , r_ s my fr naa C a . C Depth to fact' . cloring i l , cleptt~ to factor - EEL 9 SOIL SERVICj, . Gary L, Steel CSTM22988 Claire D i Z t s 1554 200th Ave. MPRSVv! 3254 "IN A S5._WO --rte N New ,own of ( Richmond, WI 54017 7¢ i. s , ` (715) 2406200 } 1 el, F.,U BM-=naii iU Fine tree Alt. EC3Yi , = nail alit in Pine tree 9 el,91.5u; 4tra.,.udtion was done to satis'y a zORiNg requirement and may or may not be SUitable for yo t i f . d l,laar'h S 6ccd a I7' /hfl et r ~Ca. ir ~ta.r