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Home My WebLink About018-1062-10-025 2220 SOIL EVALUATION REPORT r ' ~A A Wisconsin Department of Commerce Page 1 of 3 Division of Safety and Buildings A.C.E. Soil & Site Evaluations in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8'/ x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 018-1062-10-025 • Please print all information. viewed D e Personal information you provide , s. 15.04 (1) (m)). Property Owner Property Location Travis Waldschmidt Govt. Lot SW 1/4 NE 1/4 S 27 T 29 N R 17 W Property Owner's Mailing Addres AUG 0 6 2010 Lot # Block # Subd. Name or CSM# 4~ 10¢ / 763 Townline Road 1 CSM Vol. 18, Pg. 4796 3 City to l~ ~NU(nber I City _I Village tool Town Nearest Road 2 rkj Hammond QNING OFFICE Hammond 763 Town Line Road ction Use: N_J Residential / Number of bedrooms 4 Code derived design flow rate GPD W' Replacement J Public or commercial - Describe: Parent material Glacial till over weathered sandstone bedrock Flood plain elevation, if applicable Na General comments and recommendations: Site suitable for replacement mound system with 18" sand lift placed on 97.00' contour. ea SGytCt~v~ 13-ULd Sa`t~ INZSf" 5~/ 2010 M Boring # - I Boring W1 Pit Ground Surface elev. 96.25 ft. Depth to limiting factor 21 in. Sol 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 0-9 10yr3/3 none sit 2fgr mvfr cw 2fm 0.6 0.8 2 9-16 7.5yr4/4 none scl 2fsbk mfr cw 2vff1 m 0.4 0.6 3 16-21 7.5yr4/6 none coscl 1 msbk mvfr gw 1 vffm 0.4 0.6 4 21-37 7.5yr4/6 f2f 7.5yr5/8 coscl 1 csbk mfr - 1 vffm 0.2 0.3 Fil Boring # Boring !/f pit Ground Surface elev. 95.85 ft. Depth to limiting factor 18" in. F Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 } 1 0-12 10yr3/3 none sil 2fgr mvfr cw 2f,1 m 0.6 0.8 ri 2 12-18 10yr4/4 none grsl 2fsbk mfr cw 2f,1m 0.6 1.0 3 18-24 7.5yr4/4 f2f 7.5yr5/8 cosl 1 msbk mvfr gw 1 vf,f 0.4 0.7 4 24-48 7.5yr4/6 f2f7.5yr5/8 cost 1 csbk mfr - 1 vf,f 0.4 0.7 * Effluent #1 = BOD5> 30 < 220 mg/L nd TSS >30 < 15 mg/L * Effluent #2 = BOD5 <.30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur . CST Number James K. Thompson 5.--- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osce ola, WI 54020 7/12/2010 715-248-7767 Property Owner Travis Waldschmidt Parcel ID # 018-1062-10-025 Page 2 of 3 3] Boring # Boring Pit Ground Surface elev. 97.33 ft. Depth to limiting factor 25" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr3/3 none sil 2fgr mvfr cw 2fm 0.6 0.8 2 12-17 7.5yr4/4 none sl 2fsbk mfr cw 2vff1m 0.6 1.0 3 17-25 7.5yr4/6 none cost 1msbk mvfr gw 2vf1fm 0.4 0.7 4 25-36 7.5yr4/6 f2f 7.5yr5/8 cowl 1csbk mfr aw 1vf,f 0.2 0.3 5 36-48 10yr4/6 f2d 7.5yr5/8 fs Osg ml 9w 1vf,f 0.5 1.0 6 48-60 10yr4/6 m2d 7.5yr5/8 SSBR Om mfr - - 0.0 0.0 ❑ Boring # -1 Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS <_30 mg/- 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. SBD-8330 (R.07/00) A.C.E. Soil & Site EYdIU8tbn5 • Soi/er/aA" dar, d v ~ ~ ~ Locates! fxr'P S•b"•.(~C 763 .2_A~S6•, 141nn7in01, CZ/ p ~ / G► S~s1 do'~ /B /~r 5~ 7S~v, SwY~ r1E1 Sep Z-7, 7 2941 eoao/ -<,Z. CreTXCo 4194 E,1'i svc'n~ ~b~dro..fr beilq ,2. og aG/e 5. EXi:sfi~4 ~uG// dcUC a6 6e o»-,oFS;d,'nq. E/ev: ioSJe!' coeade = 9750'*. C~ v E/tu'a~r~ePo~' ; EXi 5fr'n~C SepE,r K : T b t ~q a ba,. td c s code . 5 e.wcr--t~o be ? tko ; q z~"st%~S ~ya.dC 45 ~Ot.~• ,~1 i yweJ1 To 6.e 5/4.5.%Af. 1 3 Q 6a.r eo~QS~o crC V ban eatL dri ✓tsy (~~oPose,dw;escfC~cr~~t --97.x' b W~A/zst~/~so nfQ Cc~6r. - V e'~ 5 rF -,ova e rpik ,y - - - 9N. g rte., 9 •95.19 , , 95• ~ TO ' J 4G Z ' J ~~'JJJ CI Top o{ w flssu,•,c.d 63 - - 9~q1 / ~y~g q 9G.o' 9, W-C ^ 4-i as 9S. 3pti~ - _ , - - - - °~o tno'~•' Ss~,.~ 5 5y LI ai Tp of A-6 She, 3J,3 E/e~_9sgt P~ t I'~ ~ I ~ ~ I fl ~,-r 1 MAR u 5 _71 _7 101 Q!II _7 s 1 VOL 18 PAGE 4796 i] KATHEM OF ALSH RR DEEDS S7. CROIX CO. YI RECEIVED FOR fwE ZRD 07/28/2004 02:05PM CERTIFIED SURVEY MAP COPY FEEI PAGESz 2 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 27, TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, BEING LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 3, PAGE 785 AT THE REGISTER OF DEEDS OFFICE OF ST. CROIX COUNTY, WISCONSIN. OWNER: NOTE: SURVEY CONDUCTED AT THE BEARINGS REFERENCED TO THE REQUEST OF THE OWNER: NORTH-SOUTH 1/4 LINE OF PAUL ADAMS SECTION 27, T29N, R17W, 763 SECOND STREET ASSUMED AS SDO'05'58"E. HAMMOND. WI 54015 1 I1 ' ~ ~ I II L01 -?a j HEARTLAND ESTATES I I I i i I I Q! 2Z I LQ12 ? I II F0. BERNTSEN i LQI-24 LOT 45 I I NAIL N 1/4 CDR I - N86-26'23"E o, SOO 05'56"E j SEC 27 N8619'45"E 695.00' R.A. 1904.88' 1 { N86'19'45"E 25' LOT 44 I !_~)jjr `°183.49' ( = - - ~ I N 1 01 O I I I a, V) a %05 LOT 43 ~I ~ 0 CIO i z►-y I a1 LOT 42 V) E f 12.5' W HOUSE 00 k _c3r - - - - =1-j~ GARAGE I I I ¢I 00 C14 LOT 41 azi ~I m / I w 25' I ol_ I E-+I CC) LOT 2 ----z--7 BUILDING 344898 SQ. FT. LOT 40 7.92 AC. 1- - - - _ 'Q ro 90811 SQI P oJ1 N I J I LOT ]5'l LOT 39 Z 3 1nc 12.08 AI S 50' 1 LOT 38 Q '1 1I 25' o \ N86'19.45'E - - - i OT 37 j 33133' 183.49' - 'I S86'19'45 "W 695.00' R.A. - 586"262DS W 500'05'58"E`er - in UNPLATTED--- 2734.65'-- FD. 1" IRON PIPE M-_CHICAGO NORTHWESTERN RAILROAD S 1/4 CDR SEC 27 - - - - - - LEGEND: ■ SET 3141" BY 18" IRON PIN WI .50 LBS./FT. 0 FOUND 1 1/2" IRON DIAMETER PIPE ~ s b ~4 I ~f ~ / v *COUNTY SECTION MONUMENT (FOUND AS NOTED) ROGER LYNN -BUILDING SETBACK LINE HUMPHREY 5-2188 R.A. - RECORDED AS , WOODVILLE o <WIS.., Q- SCALE: 1' 160'p4NO'S 'R~f~~.►'f N t~r1`I►weRlT DRAFTED BY KEVIN SAMUEL SHEET 1 OF 2 0 w so 160 HUMPHREY ENGINEERING Vol 18 Page 4796 ' s PAID Wisconsin Department of Commerce =~~-,SOIL EVALUATION REPORT Page--L of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must L 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. 0 8 r 1/) V y/&/ Please print all information. /y7eviewed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ( t Property Owner C' Property Location Tr- 0-1 ft-~6 LA j 1 I~ Govt. Lot s(1,) 1/41/4 T N R E (o W Property Owner's Mailing Address Lot Block # Subd. Name or CSM# State Zip Code Phone Number ❑ City, ❑ Village wn Nearest Road ❑ New Construction Use.-Residential / N "m ei a e derived design flow rate C? U GPD Replaoement ❑ Public or com erclai - Describe: Parent material Flood lain eleva on if applicable ft. General comments MAY 2 5 2a 0~~ /I Q-co ~ n~ Yt/ and recommendations: ST. CROIX COUNTY T~ System Type / Lr N PLANNING & ZONING OFFICE Am Elevation # ❑ Boring M 91 Pit Ground surface elev.? ft. Depth to limiting factor 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF .in. Munseil Ou. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 C,r d,3lZ- 2 -d3 4 Boring # ~nn9 Pit Ground surface elev. ~ ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 x'13 3/L <-4 6 1111.2 .1=d 1,411 mg/L Effluent #1 - BOD 30 _220 mglL and TSS 30 1150 Effluent #2 - BOD _ 30 mg/L and TSS _ 30 CST Name (Please Print) Sigqg-W CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 l v 715-246-4516 Property Owner _ Parcel ID # Page of Boring # Boring Pit Ground surface elev. S_1 S ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z t4:r~t r 0-/9 U ,31~ s' , p 3 s II F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i I Boring # Boring F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/_ ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SOD-8330 (8.6/00) Property Owner _ Parcel ID # Page of ® Boring # Boring Pit Ground surface elev. ~ft. Depth to limiting factor tv in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 0- P .3h 2- - I s . 3 14-30 /Ct,, z s - yr- E Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#r2 ❑ Boring # ❑ ❑ Pit Boring Ground surface elev. ft. Depth to limiting factor in. ' Soil ication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS 130 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. ssD-8330 tR.6/00) Soil Test Plot Plan Projedt Name Travis Waldschmidt Shaun J/ Address 763 2nd St. Hammond Wi 54015 C #226900 Lot 1 Subdivision Date 18110 SW 1/4 NE 1/4S 27 T 29 N/1317 W Township Hammond ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation TBD *HRpSame as Benchmark 183' Property Line Scale is 1" = 40' unless otherwise Existing 4 85' noted Bedroom House 2nd St. Well 20' ST Driveway 50' DW 80' B-2 30' ~ ~ Z 100, 50' t B-3 2% Slope B.M. B-1 100' 96 400'+ Property Line 95.5' o CO) O 3 m o C7 `i1 3 N co c v m m ~ m CD rr o C rt 3 90 0.." CD m (Np c m CD M ° 30 p CD W I ~ 3 3 3 y D a~ N C m m m n ° O O O A~ ~O1 3 C1 C]. O V N '•F U, fyll W 7 O (P C Gj C N Cn Z D o a D V' a w 3 fl o o N 3 0 0 2 C) CD co CL zt -t 3 z r 3 v O O O 0 CAD w V a to N 0 D D N C) Z O N N"NA ~ O N N G CD Oro ~O Cl Ort CD fp -4 CA A Z m v A z 0 O n a m 3 (Cn --I N 7 -0 < (NW O V O C. 7 z O z V II ~ y m ~ z CD A O W Cwf N d 00 CD D) L2 I CT N _ O s3 m C tt C ° - 7 ID CD 3 j ° a. Cn rn ~ g ~ y C D Z ID O A A ~xs O ~o A co ° y V N Co CO f ~0 N f CL O m rn A O CD °o . • 356474 Part of the Southwest One Quarter (SWJ) of the Northeast One Quarter (NFJ) of Section Twenty-seven (27), Township Twenty-nine (29) North, Range Seventeen (17) West, Town of Hammond, St. Croix County, Wisconsin described in Volume - 3 of Certified Survey Maps on Page 785 as Certified Survey No. 785 ST CROIX COhUNTY C. S . M. a ~ s* 9 NORTH 1.~4 CORNER OF ~o FILED f~ oo SECTION 27, T-29-N R- N7- W APR `71979 i-joc IRON PIPE FOUND. a °'CONNELL cz~ ns y= `G Of C06d, ~ J cn ~ ~^fY. LL o SCALE I. N FEET W z ■ -1 ti 150 150 1 V. N 0 =1 - 1 /2 "X 24" I R ON PI PE MIN. WT. 1.13 LBS./L.F. in - zo BEARINGS REF. TO `r = THE NORTH -SOUTH o v 1 /4 LINE OF SEC-27 2! 0 W AS SUMED BEARING 66~ 1 UN PLATTED _ LAND S_ NORT-0 I x - - 0z 0 N- 86 ° 2 6 2 3 E APPROVED I 6 9 5.50 Sao ApR 26 19 9 z d ro 3 3' o.ti "I ST. CiZOIX ° a;' i COMPREHENSIV ;G O 0 AND Z0N1AG ,C0m,_,. barn Q~ 66hse GARAGE J I UNPLATTED L 0T I lA S 10.00 ACRES 01 POLE SHED N I- O Q Z APPROVAL OF THIS MINOR SUBDIVI J CO DOES NOT MEAN APPROVAL CL ZI 93c BUILDING SITE OR SEPTIC SYJEM. REFER TO H6:20. R.O.W. LINE 06 6 9 5.00 - - S-86°26~23~-W a in c on1 RAIL ELOA . I C AGSl N n-- R T H-~efE , ID ~ptua~ s L s VI 4`• Ji 00 W1 s. lrv~ Volume 3 Page 785 TjMBLE