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HomeMy WebLinkAbout040-1250-60-000 7,,5sconsinnopannwntotlnausW. SOIL AND SITE EVALUATION REPORT Page L of I _ Lj;:or arv,` mss eW �95 Wis.Adm. Code 0;.,,.xutotsatery in accord with ILHR 83.05. EPARCEL IX Attach complete site plan on gaper not less than 8 112 x 11 inches in size.Plan must include,but x not limited to vertical and horizontal reference point(BM),direction and%of slope, scale or � dimensioned.north arrow, and location and distance to nearest road. R 0 < DATE_ APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION PROPERTY OWNER: PROPERTY LOCATION E 1 24T 8 NR 20 W GOVT.LOT v4W 1/2S 19T 29 NR 19 40111 W Ku Zj PROPERTY OWNER7:S MAILING ADDRESS LOT tr -9ti6(ilEir SU80.NAME OR CSM# 260 COUNTY ROAD F 66 TROY VILLAGE CtIY,STATE ZIP CODE PHONE NUMBER CITY ILLAGE OWN �REST� S HUDSON W 54016 (715) 386-2902 TROY rNNew ��on Use�K] Residential l Number of bedrooms ] Addition to existing btulding Reptacernent ( ] Public or commerdal describe 600 Ret�rnmended design ingrate � � bed.gpollt ttertctt,gpdJtt2 e dl3tived daily flow 9Pd 8 trench,gpc>If�i��/ Absorption area required W bed.it2 Mch,� stun design loading rate Q, 7 bed.9Pdltt2� Recommended infiltration surface elevatio (n,s) BY DESIGNER ft (as referred to site plan bench i Additional design 1 site considerations SEA No%ES OrV y�C' �� Parent material Flood plain elevation,if applicable N/A n $s Suutabf@ for system CONVENTIONAL MOUND IN�GR0UN0 PRESSURE AT-GRADE SYSTEM IN FILL DING 'ANK U U nsuitab►e for system 12 S ❑U I Ns ❑U es ❑U 10 S Zli I ❑S w I ❑S u SOIL DESCRIPTION REPORT Structure GP 001: Depth Dominant Colorer Texture It^,pnsistt3nCe 8ardarY Roots Bed ITn3rtdt Horizon in. Munsell Qu.Sz Cont.Color Gr. Sz. Sh. g I I Baring x A 10-14 IlOYR 3/2 I --- I sl 1 lcsbk 1 mfr � cw of—cIo 0.4 0.5 583 B1 114-26I10YR 4/4 I --- Isl Ilcsbk Imfr Icw Ivf—cd 0.4 0.5 B2 I26- 54 I10YK 4i 6 1 --- I sil 12 — k I I 0 slay. C 154-90 I10YR 4/6 I --- s 1 Os I ml 1 --- v �4.7.o It 1 I 1 in to limiting 11 I I 1 1 1 I I Remarks: Boring A I0-11 I10YR 3/2 I --- 1 12fsbk Imfr Icw 3vf— 0.5 0.6 584 B1 11-22 lOYR 4 4 --- I I _ 0.5 0.6 x; 112 22-44 10YR 4/6 I --- sil 2msbk mfr as lvf 1 0.5 :0.6 Ground eta. C1 4-55 110YR 4/6 --- is lcsbk mvfr as lvf 0.7 10. 906•Z It I 2 15-84 LOYR 5/6 --- --- Oepdt to I I lintartg >84�� I I I I Remarks: fine:—Aare Print DAMES 0. FUINS R101f� (715) 425.7631 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS, WI 54022 Signature: — Oat« fCSTM039]88 PRORCM OWNER SOIL OESCRIPTION REPORT PR-11CIL 1.0.9 GP 0M4. y Oeptn 'Oomrnant Corot ' � Texture strum, r. Sh. I �Ba *� Roots 3so treat Bonng a Nonzan� gin. 1 munseu Du.Sz Corn Corot I I 1 2f 1 mfr aw I2vf—$ 0.510.6 A 10-11 �wYR 3/2 I I C58:5-4,j 1 10YR 3/4 --- sl 2msbk Imfr I 1 B1 11-25 I --- i sil 2msbk 1 mfr 1 cw lvf 1 0.510-.6 B2 25-41 lOYR 4/6 Ground I � ew. C1 41-62 10YR 4/6 I --- 1 is I icsbk I mvfr I cs lvf 1 0.1 :0.8 o6,51t s s ml I --- I v 0.7 0.8 peps to C2 62-80 I lOYR 5/6 -° O 1 1 faM I I 1 1 > 80" 1 1 1 1 I 1 1 Aemancs: Scnng x _12 10YR 3/2 --- I 1 I2fsbk Imfr law I3vf-f1 0.5 0.6 ring Io I i I icl I2mabk Imfr I2vf—m 0.4 0.5 586 B1 112-23 hOYR 4/4 --- I w ' 1 sil (2msbk Imfr 1cs I2vf-fI0.5 0.6 B2 3-37 ILOYR 4/6 --- L Grp 1 IS IOs 1m1 I---- I of 10.7 0.8 ew, C 47-80 hOYR 5/6 --- I I I qoS 4 It I I I I I Paolo I 1 1 1 1 I 1 1 lirtuerrg 1 1 I 1 I I I Remarks: L Boring # 52 �1,025 12f-msbk Imfr law $vf-f 10.5 0.6 10YR 3/2 1 I y I Yvf-mI0.5 0.6 :587 5i 10YR 4/4 --- 11 (2msbk Ihnfr w i (2msbk Imfr Ls Jvf 10.5 0.6 7' J OYR 4/6 --- Ground Igs �sg htl �s �.vf I0.7 0.8 ever. 9 LOYR 5/6 --- bs 1 1.__ of 10.7 0 6 lOYR 5/6 ---faCSGt> 7 6" Remarks: Boring I I I Ground elev. ft Depth to I limiting I faces Remarks: 360-exfolA.o6AZf PAGE 3 OF 3 SITE PLAN NOTES: DRAINFIELD TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. DoT � 7 1 3Z 7 ' V1 y B-S8 � BSS G a a �.a SEMfN� C 3¢9 ' 58 3 �E�IG'G/i�H�L% Too o,C 990 ¢ SCALE 1 "=40' OGDEN ENGINEERING CO. 1AMr D. FILKINS CSTM03988 Civil Engineers & Land Surveyors lD 113 W. Walnut . Falls, WI 54022 5 D AT ( ) 425 7631 1 Parcel #: 040-1250-60-000 07i25i2007 10:28 AM PAGE10F1 Alt. Parcel#: 19.28.19.1308 040-TOWN OF TROY ST. CROIX COUNTY,WISCONSIN Current X 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-TROY LAKE LLC TROY LAKE LLC 8111 BAY COLONY DR#1903 NAPLES FL 34108 Districts: SC =School SP=Special Property Address(es): '=Primary Type Dist# Description SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 1.025 Plat: 2557-TROY VILLAGE '97 SEC 19 T28N R1 9W N1/2 NW1/4 LOT 66 TROY Block/Condo Bldg: LOT 66 VILLAGE Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-28N-19W Notes: Parcel History: Date Doc# Vol/Page Type 01/03/2007 841766 QC 07/07/2000 626033 1525/20 QC 07/23/1997 1192/608 WD 07/23/1997 493/521 C moL . 2007 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/22/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.025 101,000 0 101,000 NO Totals for 2007: General Property 1.025 101,000 0 101,0000 Woodland 0.000 0 Totals for 2006: General Property 1.025 101,000 0 101,0000 Woodland 0.000 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 LSOUTH COVE ROAD - l O 87.7p O 1 O�QO 67 270 N �- 1.060 ACC d - - WALKPATH - 66 804.98.ti a Pond O� l 1.013 33S.ST w N AC o O O o 8 260 00' 7 0 3 8 1.003 AC 0 p69 `° I 85 326.21' - ° 79 O \ I =441 AC il° � 074 AC 1 O 183 .025 AC - 335 OU 1 cy 31 1 OI ,4 6 ,•,86 pe 0 8 4.19` 1 1.448 AC WALKPATH R A 1.073 AC 7 96' 1.056 AC 1 ^'- 317.60' OS ALE CT _ 318.90' P D w 87 16 90, BIRKD 7' ti 77 I c / a 9.3 1.004 AC ,x,36 0('� c, 1.055 AC o I O \\�_) I `� 88 -i - 7o q o 318.0000' o '-Pond U /LLJ QV 1002 AC � 89 AC 63�' > ? 1.022 AC o J / 7 ti 1.016 �r OI V 12 g °1.S 49j. 7 p86. 185:91'c Q a 318.00' N _ R 75 1 _ I O 5 O 91 1.0358 00 1.060AC 189 1 785 AC w w 74 1.050 CC o� 6p ? ° 1 �� Q _ 1.039AC o 56 59� _� 73339.19' I o� / 1.020 AC gq 1.002 1.01 i AC Qp �ti 9 Ac - 20 7, '` 1.068 75� OUTLOT 1 0 55 JS�O' 232'.21,0 -^ 93 m 2,a AC 0.923 AC O Z O0' / 110 AC e ti� 60 P Lols WALKPAT 1 1025AC Ac _ 7� o 54..SSa 795.52' 226.40'- 141105 Pond 2jJ 1.241 AC ° 0 297.76'0 ry 258 48' 233.810 - m 61 � -0, � I 94 P 71 162.7, 76,88 52 lap 1.014AC 1.009 AC N o L017 O ,o °8'F- 144.95' 159.00' 1- AC 69 70 _ 1.081 AC 58 40' 154.47 LL 53. 6 63° 230.58. w I _ ,.052 a Q 1.00 °64 °6�5"v G p ti 1.299 AC�- I ° Q/ )- 1174 kC mCJ �' AC �' 1.003 X1000 ^I.ols;o - 110 _ I_n6� 0 Q 8 i 7i00. _ AC AC 'AC T.102 AC°_ RC O / 3' 184.35' 159.02' 15840' 242.48 176.9, w 154.16' 156.78' 1 = ' 177.0, ST. ANNES PARKWAY = 9 236.89' _ )88' 4 18 225 07' o, 18 _ - m 8 228.38 30 A 2.1 �C) �� io � , �ooaC _ 3 2 °o7008A I LEGEND C) � 1.174 2 m 1.004^' 6 \ O AC AC AC 26759 -cp Ac w "' 168.82. 1.011 AC P' O 9oac a s3.lg t745 DRAINAGE EASEI 6a© ° AC 4 8 a� 1 1 , 861, 3 J 6g V .� 1 UNLESS OTHERIA Ac a` 6 jo, a Pond _ 5 °E�AC ��ti / Q 157.0 S' 4 AC OUTLOT 1 7g°l ON Ac.., 1-o 6 ac °" / >i 94. o4az ti 33462 �� / BUILDING SETBA fps 1 S ' UNLESS OTHERVA 11AC�Qa' 3,104 AC 1 14 0341 / HOME OWNER'S '26 AC o. 3°'��,- °" / � 100 PARK AND WALk O O - G a7 oo9 `Z - � O F= 'GOLF COURSE o WALKPATH_ I o �iO 9 9 o a J� LINDSAY ROAD 18335' 11 19, o 0 1007 AC NOTE:DISTANCES SHOW �5 7 o CURVES ARE ARC LENGTF za3' ' ' u :p 120 p. 9p. 1.069 AC - / )4 AC sa. 277 07 \ / 121 n - - 1.005 AC a DRIVING a 122 RANGE ,021 AC m O Q 123"' P MAINTENANCE FREE 1.028 AC - (-,ni F VII I AS o o j IW t`O M „00 ,00°£O NN W 1 I�9,g�1 I g i Z �,� 1, X 1 j pN INS V5< ' O ' o ;t ► W to W , �^ U') O O � 1 OZ-may ^ P t • 1 \ r1 ► vri o - - - - - - - - J ,Z9'S6£ M „90 ,Z�ba£0 N 1 Z V t z z N N I o a o o ,6£'LSl I 3 w I I too a 0 0000 z W W; v I I w O ao w� - (,)C "a 1 1 I col rN>co z�° w I (0 v B 3 wl z rw w ' 00 _ 00 oIo► f o . 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