Loading...
HomeMy WebLinkAbout004-1013-30-200 Wscornsin Department of commerce SOIL EVALUATION REPORT Page 1 of Division of Safety and Buildings in accordance with Comm 85, Wis. M. C4E St. Croix Attach complete site plan on paper not Less than 8112 x 11 inches in size. PL must A t P Ot~D• 6 $ include, but not limited to, vertical and horizontal reference point (BM} . and percent slope, scale or dimensions, north arrow, and location and distance to rest roreal Please print all ir►formation. Reviewed by ST. c:~t;ti courrrY ~ Personal information you provide may be used for secondary purposes (Privacy Law, s. 5.04 (1) njM rd < 0 `r = ' _ Property Owner . M A aLe RM se Property Location ❑ a '5tLj04W*l( '`'AMM1ZABEM emd Govt. Lot - NW 1/4 SW 1/4 S 6 T 28 N R 15 E (00 W pe Owner's Maki Address ;Lot [Bloo!ck Subd• Name or CS'M ProriY v.Vea 3 877 Benoy Drive zi c;(y State Tip Cade Phone Nurntror ~vrNage own Nearest R Hudson, Wl 54016 ( 715) 386 - 6340 270th Street 1JK Code derived design flow rate NK GPD New Construction tJseEj Residential /Number of bedrooms ® Replacement ❑ Pubic or commercial - Describe: ft Parent material till Flood Plain elevation if applicableR General corrxnents mound system - 1.0 & sand fill - 0.5 Loading Rate and recommendations: Location of house not known - system contour and elevation to be designed by designer or installer l" ,n IV M Boring # ❑ Boring a a Pit Ground surface elev. 100.15 ft. Depth to Larribrr9 factor 25 in. Sol Application Horizon Depth Dominant Color Redox Description Texture Struc re Consistetnoe Boundary Roots in. Mursei Qu. Sz Gr. Sz Sh. 02 . Corn. Color 1 0-4 10YR2/2 1 2f-msbk mvfr cb 3vf-co 0.5 8 1 2fsbk mfr' as 2vf-m 0.5 0.8 2 4-10 10YR2/2 f 0.5 0.8 3 10-19 10YR3/4 - sil 2f-msbk mfr cs 2vf- orb lvf-m 0.2 0.3 mfi 4 19-25 10YR3/4 - s lfsbk 5 25-45 - - tiwfs - - - - - - E g # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to Imatin9 factor in. Ram Sol Application Horizon Depth Dominant Color Redox Description Texture Structure Cortence Boundary Roots GPDIfF Gr. Sz. Sh. "EMM *0102 in. MunseM Qu. Sz. Cont. color Ef hxart #1 = BOD > 30 < 220 m9A- and TSS >30 < 150 mglL * Efl cent 02 = BOD < 30 mg& and TSS < 30 mg1L CST Name (Please Print) nature CST Number 224832 Mary Jo Hollister Date Eval Telephone Number Address 715 426- 1775 W9875 690th Avenue, River Falls, W1 54022 02 -19 - ) 1 75 CA-LO VUA na pL PLAN PAL-tiff tk S ~W ~Q1 oVYP~R 6FiK +iPw ~ ~tiR'~ '~uzRa~ P 6R J20 WAO u S ens .s rHfG ~vJ`/a s~e• pa` bc. R~sw of n CouwY T• -501. w/ 40 iz T o~ ~s►4 No Comm M TfPAM Moat M' -'hest riff-rt.o py- ~vArE R---POKT A-TTflCttp-br M, NoR7~ ?RiIPEICI`I LtrJ~ ~'S~V.~ ,jo Fw-t.f> 10-0^0 (0')(()' bed ~onto~r ~'L (0(,1S ~D - ~op•j5 n r Et. `iq T > O i 2 S L-OT ~..1 N E ~ r oL ~ w - f 09 ! f}~ PkopoJeJ S y S T e r~ -L 02 i`. ~antovr . to z . '0 y r6 7 ' o3ed For a 4 t x C/ bed)'-0'"' S ysTe~r, sat+• L-1 tj .a -G 3-r2-u~l •ro-*'`faw co -20 -/00 pad-1013 ~6 ~ L ~ p~j-1013 30- 3~0 9oC ~C~ 7 6 0 43 2 8 VOL 18 PAGE4732 KATIIMM H. ALSH REGISTER OF DEEDS RECEIVVEEDXFOOR' kECORD CERTI F1 ED S V RVEY MAP 04/27/2004 e1:10PM LOCATED IN PART OF THE NW1/4 OF THE SW7/4 OF CERTIFIED SURVEY HAP SECTION 6, T26N, R7 6W, TOWN OF LADY, ST. REC FEE: 13.00 CRODC COUNTY, WISCONSIN, BEING LOT 1 OF COPY FEE.- 3.00 CERTIFIED SURVEY MAP IN VOL. 10, PG. 2913. PAGES: 2 ACCESS RESTRICTION NOTE: All lots are hereby restricted so that no owner, possessor, user, licensee, or other person may have any right of direct vehicular ingress from or egress to any highway lying within the right-of-way of THIS INSTRUMENT DRAFTED BY EDWIN FLANUM Interstate "94", it is expressly intended that this restriction constitute a restriction for the benefit of the JOB NO. 04-02 DATE 2-18-04 public as provided in 9.238.293, Wisconsin Statutes and shall be enforceable by the departrnent. E1/4 CORNER W1/4 CORNER SECTION 8 SECTION 8 N8V38'42'E 5211.5TA NORTH LINE OF THE SW1/4 -DWIVEG D JM~ G°~ ~I1 U GAD-J9& D"~3 O~'Ii Mn CD C3~7 04CzIL5G3~ - oRivE ~S - 6. .0( FIELD DRIVE 519.38 133, 33' 33 . _ 813•$5:.... . 2.21 LOTgINC ww I 1 I 100' 98,OC8 3 S(]. Fr. APPROVED 2.07 ACRES EXC R W ST. CROIX COUNTY c:g 89,977 SO. FT. Pbnn" Z:on ft and Parks Commutes I f...~; ~ R - APR 2 7 2004 j ~ 6-9 JOI T DRIVIEWAY LOT 2 M not raoordad within 30 days of Oil EASEMENT 2.18 ACRES INC R/W approval dab approval strap be I I 94,279 SO. FT. I I ; 2.03 ACRES EXC R/W nuu and void rt~u i 88,421 SO. FT. EXISTIN_C t33.0(01 SSW24'17"E 519.29DRTVE- • 488.29' LD"Ww"AY rfaealtFW To LOT's 488.29' 8 N na S8912,01-M 519.29' 53 O 0° I Lwl OO 1 Z LOT 4 F°.~ $ + 7.82 ACRES w I ~l I 331,848 SO. FT. N I I w ~ © 1 LOT 3 1 7.00 ACRES INC EASMENT & R/W Z I ©I 304,991 SO, F7. I I 8.21 ACRES EXC EASEMENT & R/W 4 i F 270,717 SO. FT. gt o I ZS I I ~ I ~I WW I I BORINGS _ YP) 2 23 ~i i NORT ERLY UNE OF 1-94 621.o4, NO ACCESS ' ' ' ' N S8404.4'jjjt6 $a6.0>P' 334.05' lNe5"16'14'W 854.74q LEGEND VARIABLE WIDTH i-94 • 1 5/18" O.D. IRON PIPE FOUND SURVEYOR DEVELOPER EDWIN C. FLANUM KURT & ELIZABETH CHRISTENSEN MASONRY NAIL FOUND NORTHLAND SURVEYING, INC. 877 BENDY DRIVE ST. CROIX COUNTY SECTION 858 A HWY "85" / P.O. BOX 14 HUDSON, WI 54018 X CORNER POSITIONED FROM WITNESS z ROBERTS, WI 54023 OWNER MONUMENTS OF RECORD PHONE 715-749-1718 HANLEY TERKELSEN w T FAX 715-749-1719 2721 80TH AVENUE WILSON, 0 1" X 18" IRON PIPE SEr WEIGHFNG O SW CORNER SCALE IN FEET 1 "21 SO' _ 1.13 LBS. PER LINEAR FOOT SECTION 8 - ii-ow _ ROADWAY SETBACK LINE (WIDTH AS SHOWN) 150 O 150 KVOOOOQ PREVIOUSLY RECORDED DATA SHEET 1 OF 2 SHEETS Vol 18 Page 4732 RECEIVED FEB 2 3 2004 S IL EVALUATION REPORT Page 1 of -2- Wisconsin Department of . CROIX COUNTY Division ofSaYand ZONI FF CE 85, Yft. Adm. Code Courtly St. Croix Attach complete site plan on paper not legs than 8112 x 11 inches in size. Plan must indude, but not limited to: vertical and horizontal reference point (8W• direction and I. D. a, endin iL3 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Date Please print all inionnation. -3/1 0DV Personar iofornM#w you pro`ricle nuy be used for secondary purposes (Privacy Law, s.15.04 (1) {m))• Property Owner ; H A aLe T~Rtr.& Property Location Q 0 yP-R5: KURT AND ELIZABETH CHRISTENSEN Govt, W NW 114 Sw 1/4 S 6 T 28 N R 15 E (or) W Lot # Subd. IKJa~rrie-grP/ g R 3 Address Ply Twrt ( 3 877 Benoy Drive 1 - r• r //vv State ZP Phone Number ❑Ydfage own Nearest Road G►y Hudson, WI 54016 ( 715) 386 - 6340 270th Street NK Code derived design flow rate NK GPD a New Construction lJsefD Residential / Number of bedrooms Replacement Public or commercial - Describe: R till Iky" Plain elevation if applicable uA f'aner►t material r General comments r` 1 S mound Svstern - 1.0 R sand fill - 0.5 Loading Rate and recomrTMIC1800M Location of house not t9nown~system cor►to~r and elevation to be designed by designer or installer - 1 oG l a ~t S S~ ~4~f" by ~ r1 n ~ E'. u2 l~ eS ~ - l o-~ k's w 4 6 - fii4 ~ ur ~'s sPv le_ 1 6 Y'j' Boring 0 10 A-77,-~j' 25 wry a irr Boring a Pit Ground srrfaoe elev. 100.15 R Depth to lusting factor in. F11 - Sod App§qgM Rate 4*~r S Color Redox Description Texhr8 StrucUtre Consistence Boundary Roots GPD/lf Ftorizon Depth Dominant *0101 'Etk~2 in. Munsell Qu. Sz. Cont. color Gr. Sz. Sh. 1 0-4 10YR2/2 - 1 2f-msbk mvfr cb 3vf-co 0.5 0.8 2fsbk mfr as 2vf-m 0.5 0.8 2 4-10 10YRy2 2vf-f 0.5 0.8 3 10-19 10YR3/4 - sil 2f-msbk mfr cs mfi ab lvf-m 0.2 0.3 4 19-25 10YR3/4 - s sil lfsbk - - titl/fs - - - - 5 25-45 Boring ❑ Pit Ground surface elev. ft. Depth to kni" factor in. Soil Rate F]# Redox Description Textire u ct re Consistence BOnrldary Roots GPDHF Str Horizon Depth Dortw>erk Color •EW1 'Effit2 in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. * E iuar t #1 = BOD > 30 220 m-Q& end TSS >30:5150 m9& ' Efluert #2 = EM < M mg& and TSS 30 mg& CST Nun►ber CST Name (Please Print) sig" 7 224832 M Jo Hollister/ Dale Telephone Number Address l E 02-19-04 (715) 426 - 1775 W9875 690th Avenue, River Falls, WI 54022 ^T^ ^„1775 PLOf PLAN PAGE-f1P- I,~l PD: / = vo lexc par wH s H erEz p~IZ R ~ a gu ZItBL~kE a Q0 0M. I p! slo U411 --0"" 04 bb r Sw ` y SAC • Z Z SP 6 N~ U 15r. OF o 0- 8X~f10~ R~ISS 5M00YW/ w+ s► ' '~U~iGs *ROM vfR2 tol1S ~210A'fE RDA-O -TESrr DtT$D 04--'Z~ No4~tE ?~pptErGT~ LANE ~.Q✓m,W IQ~ ' Few ~p y 001 s J ~ Qo a ~ r ~ N FG J ` ~2 L-OT -10 V P SEA- b ~ ~ sst1. Z 03.15 T ~N~ Y L► N~ P~Ur P~AN 1.fM : / = W EXCJF T WHw-X W OrEZ MM44zeT a-5m oom w/ Maim NO Comm m 51-Wa w 1 4/S6 : leMlNGS *ROM VRSNtDj S ~2\UA'tE ROA-0 ~ j - F-st 3>A'Mm Oy-~Z-95 No~tr ~ ~~p~ V L\N ~ 1'~ 3-e v, n i es ol~s-1~~c.~s 6o~h~t >=,~~o Plan d ak- roCt`o ns h,~ s,.~zPle~h. BZiS •(o~ , 133 (fin nS Sh ov 6d r Vol EL, `oti, z J Z S x~y N r4- AC. L aT N E V, ro 6 " SEC• to sr.M. ~ 'r ~ ~ Z 03.15 Wisconsin Departftnt of Industry, SOIL AND SITE E V A L U AT I E P O R T Page of 3 r and Human Relations ~iision of Safety & Buildings in accord with ILHR 83. o COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in lib Plan must iiii ut F~ not limited to vertical and horizontal reference point (BM), direction to of slooi;•sca ARCEL I.D. # dimensioned, north arrow, and location and distance to nearest roa Y' ~U /DI 3 - { ~ 4, IEWE DAT APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION LI'~Yvi~ 3 !d 0 PROPERTY (OWNER: i , P R LO ON r, 1 el- f~e~S~ 0 T ~(A) 1/4,S e=> ,N,R 15' E(oro PROPERTY OWNER':S AILING ADDRESS L'aa D. NAME 0 CSM # } If D ? D. O t v ' CITY, STATE ZIP CODE PHONE NUMBER ❑CITY VILLAGE DMWN NEAREST ROAD (110 - b f 1:f IJ 2 7oTl. [L414ew Construction Use [ Residential / Number of bedrooms -T [ ] Addition to existing building [ ]Replacement [ ] Public or commercial describek7y-' rQay, s., /sa4 Code derived daily flow -'fS0 gpd Recommended design loading rate 9 gybed, gpd/ft2____ trench, gpd/ft2 Absorption area required 9e bed, ft2 7-56 trench, ft2 Maximum design loading rate S bed, gpd/ft2trench, gpd/ft2 Recommended infiltration surface elevation(s) ~n14 5 SaT1ty, 4 L3e,:k-ft (as referred to site plan benchmark) Additional design / site considerations / P Y Parent material ~8 ess Flood plain elevation, if applicable S ]U:nsuitable~for able fsystem CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL U s stem ❑ Sf~ C~ ❑ U ❑ S 3-u- ❑ S L_tT ❑ S au- SOIL DESCRIPTION REPORT `~C 2 ~sK Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 40 a- F s E'h r 6L Q v a S U - - N Ground 6-2 16 2 a v-1 ► v 5 ( elegy. dt. /0 Depth to limiting factor es~ ~ ,6.0 Remarks: Boring # D-f( / (u O yk- 3 -Sit eX S S Ground R v' S- elev. ~ 2, C_ I ft. C\ Y r, Depth to limiting factor Remarks: CST Name:-Please Print Phone: S CS . r 7 7-') 7 Clnv~c~ r Address: R, r~ •i Vc, ~l p ~,1~' S y76 Signature: Date: CST Number: PROPERTY OWNER I\d,-Y\ 1 w 4 e I Sev~, SOIL DESCRIPTION REPORT Page-;~- of_ 3 PARCEL I.D.#j'' Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed TWch4 5 s - 3 s~ ` Vh l ex Lj t , to -f: S •s7 Ground - I l D Y2 - R y 5~ S Wt (u-~ S elev. !O?"?ft. " Depth to Q c limiting factor Remarks: Boring # ~iM1 :{•i Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) W o .s v o 1 g9 L a jy.2 d a v f % , . oI a ~ o d w _ d ~ co Y .9 _ In an~ ~Jh CIS ~