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HomeMy WebLinkAbout026-1302-12-000 (2) , w c IL EVALUATION REPORT Page of 7 Wisconsin Department of Commerce Division of Safety and Buildings in rd ce with Comm 85. Wis. Adm. Code County S~0' (f wp~ Attach complete site plan on paper not less than 8 1 x 11 include, but not limited to: vertical and horizontal ref ence i nd Parcel I.D. J /I ) 1L~L percent slope, scale or dimensions, north arrow, an ovation and distance to nearest r d. Please print all info ati00,I Ili r 2005 Revi by Date OS Personal information you provide may be used for second purposes (Privacy Law. s. 15.04 (1) ( lZ 8 Property Owner ST. CROIX C "erty L tion 0 NG OF I t j 1/4:5~i 1/4 T 30N R E( W Prope is Mailing Address,/ / Lot # Block # Subd. Name or M# o, 15,0 x 0i' Z s/ City state lip Code Phone Number ❑ City ❑ Village Town Nearest Road a s~~s-c'.t' 1 f voZJ (~1~~ Z3~~ o~ /~.t.. ~ i"C.~c c~ ~ /.5:~ .S'~ ew Construction Us sidential /Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public our co/mmer . I -Describe: Parent material 0 LCc c,~~e~/ T//~ Flood Plain elevation if applicable General comments and recommendations: Sf' Slen--~ off © 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/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 rY `L 0 i 3/z t4 1-7- 7 D s G d 71 n xi A !ez -5,1 L/ '?U Z F2--] #ng pit Ground surface elev. r it. Depth to limiting factor v in. Soil Application Rate Boundary Roots GPD/ff Horizon Depth Dominant Color Redox Description Texture Structure FCCoon-si'steennccee in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 Fi Z 3 / -2 c Z •8 2m Z /L- Z $ 5/ C/ I 8-'t8 q ,j 7 Effluent #1 = BOD > 30 1220 mg1L and TSS >30 1150 ' Effluent #2 = BOD < 30 mg& and TSS < 30 mg/L CSC Nam (Please Print) Si CST Number g 226900 Bird Plumbing, Inc. Shaun Bird Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond WI 54017 715-246-4516 ~ ~ Parcel ID # Page of Property owner _ a Bonng # ❑ ring / Ground surface eleyl ,P' -7 ft. Depth to limiting factor ~ in. Soil ication Rate it Dominant Color Redox Description Texture Structure Consistence BoundaryRoots Horizon GPD/ff Depth in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 O''1 1~ f 2 r 4- 9 r) r- 3 -ZI S L I 2 rn ; rrn - 14 i .y 7 5 f _ . Z Y y Z ~ r lb t:) Q- Boring # ❑ Boring F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate GPD/if• Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 in. ❑ E Boring # Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit 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 Effluent #1 = BOD3 > 30:5 220 rng1L and TSS >30 1150 mg& ' Effluent #2 = BODS 130 mg/L and TSS 5 30 mg1L 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. SO"330 (R-6(00) Soil Test Plot P*rd Project Name P.C. Collova Bldrs. Inc. Address P.O. Box 489 Somerset Wi 54025 M #226900 Lot 12 Subdivision 95th St. Site Dat 8/18/05 NW 1/4 SE 1/4S T 30 N/R18 W Township Richmond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 102.0' *HRpSameasBenchmark Alternate Benchmark Top of 1/2" pipe @ 100.3' 244' Property Line Scale is 1" = 40' unless otherwise noted 83' Property Lin i ,B- 0' 55' B-3 7% Slope 90' 5 102' -1 101' 100' 295' Property Line 3 burveyor, nereoy, cenffv inet by trte oreetion at Y.U. Uolwva `~Vrys I% el (welghinq 4.303 lbs. per linear foot) SEC. 7, T. 30 N., RA S W. lapped the County pta6of Nlnaty Fiftft Street Site, located in part ~1 44`-n' eMIBuilding Setback Line TOWN OF RICHMOND, at and art of the Southwest Quarter of the Northwest Quarter all eeh~ ae ST. CROIx COUNTY, Y4 p ~ f NGRAW C•* * (100' from Right of Way) Nor ro SCALE t, in the Town of Richmond, St Croix County, Wlsconsln, r e 1% 0 0 FOUND 2-3/8 O.D. IRON PIPE 0 R. RECORDED As 170TH VENUE W • • .40 she S•2371 - - Proposed Driveway Location T v i Section 7; thence, on an assumed bearing along the 1 00 degrees 32 minutes 03 seconds West a distance of 1312.36 e anN 12' Utility Easement Line N W En . N E ° north-south Quarter line, North 00 degrees 32 minutes 03 ♦ RICHMOND E\~ Denotes Drainage Easements North 89 degrees 27 minutes 57 seconds East a distance of 0+ f, WIS of `i ;a L.B.O. Minimum Elevation of n = ---nr 35 seconds West a distance of 295.82 feel; thence North 00 '9 e'e e~04~~ Lowest Building Opening I of 660.00 feet: thence North 34 degrees 22 minutes 24 eea'.eaee~`t H.W.E. 100-Year High Water Elevation I m forth 88 degrees 55 minutes 58 seconds East a distance of sU>RV. Benchmark - Top of Iron S W s 17 seconds East a distance of 1384.52 feet; thence, South 89 ® monument as noted S E I of 883.72 feet to the point of beginning. Containing 883,264 3 town Road) along the most westerly line of the above described ALL OTHER LOT CORNERS MARKED WITH A I" and covenants of record. I x 18" IRON PIPE (WEIGHING 1.13 LEIS. PER 160TH A NUE North 114 Corner Section LINEAR FOOT) UNLESS OTHERWISE SHOWN. ,resentation to scale of the exterior boundaries surveyed and the I 7-30-18 (Found 314" Iron Rerod) e complied with the provisions of Chapter 236.34 of the i I 996.8 UNPLA TTED LANDS ce of the County of St. Croix and the Town of Richmond in f I 98J 8 - - - N 88'55'58" E 491.40' r I I ^~e0' 183.4 7 y uA 327.95' 991.4 East west 114 Line 0 WE-98j. 2005 L--_- y~ I I ~ N 9 2.41 acres m 996. J to y 104, 995sq. rt. ~ ~n 2.55 acres L.B.0-989.9 i~ July organized and existing under and by virtue of the laws of the State of I nT 111,170 sq. ft. hereby consent to the surveying, dividing, mapping and dedication of the I I LOT 1 I ~`O L.B.O.-985.0 66vaint e above certificate of P.C. Collova Builders, owner. I I - I ti z Ori3~ Easement N ee'W all, \c 1-0 has caused these presents to be signed by r° s''9b'>i- 3S'y7 ~ I I I N os, 31 Q rsnoo' IT1 Minnesota, and its corporate seal to be hereunto affixed t-3 o n I i t'1 f 't b. • NFIe'S5'S8'E 155TH I (A I I i i 588'S5'S8'W t~" - - - - i C u G^' % i t3oTe ' No I Z Date 10 I ' I i~ U / Ow o 2.18 acres O I I I _12005, above named to me known to be the o IN I I 951053sq. ft. ! IQ) Iwledged the same. (A 6 ~ P N ca / ~Ui I ° C I o I°a I I LOT 2 ° I B a 1-0 Wisconsin rn C y 't• Y' 1.81 acres 1 _ I I I I 79,008 sq. ft. I J I I I 992.2 I 2µ.35' I N 11OV W I I I ib N 8828'40' E 998.9 I Z I U ~ 1~ IQ I- 1n1 w 1 1 t 264.97' I~ I Zt k I Z o N_D914'43' E Iv i~ MITTEE I II I 10 1 s In `N 10 Try I ` tP 1 4 1~ E in the it I~ I Z i 1 _L.C Tby I y I W 1.89 acres- 1 ICI I Z 'ommittee. O, I I 82,4e5 sq:R. 7 I~ LOT 3 ewi 1.56 acres cc 6D I I I I 67, 952sq. R. N N. N N 8 ~ Ir I~ I II I ~ G, 5'777? s?, (P054 I ti I ~ 1 ' / ' ~ as8'Og. l LN 89.27'57" E- 381.80' - - z5.26y / i e 407.08' N89'27'S7'E l~ t 67H A VE - z i 4071108' 589 27'S7"W / '8 in the Town (proved by the LA '12 9~ } -353:04' y3 9196• r 25.06' 1.58 acres u \g t3t~~• N7if 68,814sq. ft. IRl ~EEeEE 444444ooonnn sous s YOg1 g I . J•a. - 'X £.=975.0 ~ - i lied 76' V f I~^I m adopted by I b4.ss• 4 Ne9w'71 2.01 acres N 6~e~ 9~m 2.00 acres \\•p~ 87,549sq.ft. I u\~ .or e 87,237sq.ft g `A L.8.0.=977.0 - d 99 L.B.0.=971.6 989.9 5\ e7e. 64' \ 456.72' µ.2l3' 1 6 e4 377.64' i .s I I 589417131 "W 883.72' I North-South 114 Line South Line of the Z Nothwest 114 of I M O W the Southeast 114 I' N N South 114 Corner Section UNPLA _ T TED LANDS ~ C 7-JO-18 (Found Aluminum ting town treasurer I I I County Monument) ordance with the I d special I ny of the land CURVE TABLE CURVE RADIUS DELTA ARC CHORD CHORD BEARING TANGENT BEARINGS CI 167.00 99.51'21' 291.05' 255.59' N39.32116.5'E N89.27'57'E NIO.23'24'W NOTES: I C2 233.00 99'19'22' 403.91' 355.20' N39.16'17'E N10'23'24'W NSB'55'58'E NO OWNER OR RESIDENT SHALL DO ANYTHING LOT 11 233.00 51'21'19' 70.03' 201.92' N15'17'15.5'E N10'23'24'W N40.57'55'E WHICH WOULD INTERFERE WITH OR CHANGE THE LOT 10 233.00 30.06'34'. 122.44' 121.04' N56.01'12'E N40.57'55'E N71.04'29-E OPERATION OF THE APPROVED COMPREHENSIVE WATER LOT 9 233.00 17'51'29' 72.62' 72,33' NBO'00'13.5'W N71'04'29'E N88'55'58-E DRAINAGE AND SOIL EROSION PLAN FOR THIS PLAT. C3 167.00 99'19'22' 289.50' 254.59' S39'16'17'W S88'55'58'W SIO.23'24-E THIS INCLUDES BUT IS NOT LIMITED TO BUILDING UPON, C4 233.00 99'51'21' 406.08' 35660' S39'32'16.5'W S10*231241E S89'27'57'W OBSTRUCTING, ALTERING, FILLING, OR EXCAVATING OR 4L.,T 7 33A0 29'24'15 119.58' 118.27' S04lB143,5W '24'E S19'00'51'W Id acting treasurer PLANTING IN ANY DRAINAGE EASEMENTS, WATER 233.00 27.49'46' 113.17' 112.06' S32'S5'4'W S19S1'W S46'50'37'W cords in my office DRAINAGE DITCHES, WATER RUNWAYS, WATER pecial assessments CULVERTS, BERMS OR GRASS SEEDINGS. T 5 233.00 42'37'20' 173.33' 169.36' S68'09'17'W S46.50'37'W S89'27'57'W lands included in BEARINGS ARE REFERENCED TO THE North by-. South 1/4 Line Of SECTION 7, T.30N., R.18W., JOB # D43A WHICH IS ASSUMED TO BEAR NOO'32'03'W. GRAPHIC SCALE Prepared d by. ConsultlngGlalp, inc. THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND 10° 6 s° +°e re^ roo f -E0 TOWNSHIP LAWS, RULES AND REGULATIONS (I.E. WETLANDS, MINIMUM LOT SIZE, Phone No. (715) 246-4319 ACCESS TO PARCEL, ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL, (715) 246-3830 CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE APPROPRIATE TOWN Fax No. (pT FEET) P.O. Box 715 325 BOARD FOR ADVICE. 1 Inch a too ft. New Richmond, WI 54017