Loading...
HomeMy WebLinkAbout018-1008-60-000 (5)Wisoonsir, Department of Co merce L,EVALlJAT10N REPORT Page of Division of Safety and BuildinArs in accordance C m 85 Wis AdmJ ado 1� a CY County + . L Attach complete site plan or, aperu�ot lesstha" 11 inc s in size. ust -{L include, but not limited to: ve 'cal and.i o ifon, in (BM), direction and Parcel I_p. percent slope, scale or dime 'ixte north arrow, and location and distance to nearest road. Please print all information. Revi d by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15 04 (1 ) (m))_ 1L a'1 6 5 Property Owner Property Locations l Yk �_ - Govt. Lot jOin 1/4 T Z- N R ! E ( W Property Owner's Mailing Address La # Block # Subd Name or CSM# R r � { r J� ' City State Zip Code Phone Number ❑ City ❑ Village ' Town Nearest Ro d t V -ti _5( ) . 'C, v�,,, q%. �s" ' C ew Construcdon us esidential I Number of bedrooms '7"-3Code derived design flow rate 4_1 J;Kl) GPD Q Replacement ❑ Public or commercial -Describe: —__�—_. -- ------ -- Parent material Flood Plain elevation if applicable General comments i and recommendations: s � e" f F boring. (7 ^ I Boring # i�` pit Ground surface etev. ' ft. Depth to limiting factor r" Sod AQolication Rate Horizon r Depth in. Dominant Color Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. 5h. Consistence Boundary Roots — GPDIff 'Efff#1 'Eff#2 �Munsell f � I - ❑ Boris y [ -Pit Ground surface elev./ ("7/ 1 / ft. Depth to limiting Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. 7tMlicaiion GPDffF 'Eff#2 41 7-1 t �t_ ' Efftuertt #1 = BOD > 30 < 220 n1gIL and 16b >su IC iou �iuuci CST Name (Please Print) re CST Number Bird Plumbing, inc. Shaun Bird 226900 Address ' Dale Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 /%1, R 715-246-4516 Property Owner Parcel ID # Page of 11�1Boring # u Ong `�j ✓ Ground surface elev. ' " ft. Depth to limiting factor - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM in. Munsell Qu. Sz Cont. Color Gr. Sz- Sh. 'Eff#1 'Eff#2 1 ,viz z F yA Bciring # ung 0 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color I I Redox Description Texture Structure Consistence Eoundry Roots GPD/ff in. Munsell flu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 u Boring Boring # Ground surface elev. ft. Depth to limiting factor in- © Pit Sail ication Rate GPDl6f Roots f-{o[iz�on Depth. Dominant Color Redox Description. Texture Structure Consistence Boundary` •Bt'f#1 'Etf#2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. ` Effluent #1 = BODE � 30 < 220 mg/L and TSS >30 s 150 m91L ' Effluent #2 = BOD, 130 nxA and TSS < 30 m91L 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 609-264-8777. sao-uw (R-6=) Bciring # ung 0 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color I I Redox Description Texture Structure Consistence Eoundry Roots GPD/ff in. Munsell flu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 u Boring Boring # Ground surface elev. ft. Depth to limiting factor in- © Pit Sail ication Rate GPDl6f Roots f-{o[iz�on Depth. Dominant Color Redox Description. Texture Structure Consistence Boundary` •Bt'f#1 'Etf#2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. ` Effluent #1 = BODE � 30 < 220 mg/L and TSS >30 s 150 m91L ' Effluent #2 = BOD, 130 nxA and TSS < 30 m91L 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 609-264-8777. sao-uw (R-6=) u Boring Boring # Ground surface elev. ft. Depth to limiting factor in- © Pit Sail ication Rate GPDl6f Roots f-{o[iz�on Depth. Dominant Color Redox Description. Texture Structure Consistence Boundary` •Bt'f#1 'Etf#2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. ` Effluent #1 = BODE � 30 < 220 mg/L and TSS >30 s 150 m91L ' Effluent #2 = BOD, 130 nxA and TSS < 30 m91L 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 609-264-8777. sao-uw (R-6=) ` Effluent #1 = BODE � 30 < 220 mg/L and TSS >30 s 150 m91L ' Effluent #2 = BOD, 130 nxA and TSS < 30 m91L 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 609-264-8777. sao-uw (R-6=) Soil Test Plot Plan Project Name P.C. Collova Bldrs. Inc. Shau Address P.Q.Box 489 Somerset Wi 54025 Lot 55 Subdivision Farm View Ridge II '"ird CS #226900 Date f1 /13/05 E 1/2 NE 1/4S 5 T 29 N/1317 W Township Hammond Boring Q Well PL Property Line County ST. CROIX hk BM or VRP Assume Elevation 100 ft. Top of 1/2" Pipe System Elevation 104.6' *HRpSameasBenchmark Alternate Benchmark Top of Lath C 103.0' 315' Property Line L B.M. Scale is 1" = 40' unless otherwise noted 473' Property Line B-3 4% Slope 40' 103' 30' Please note: Surveying was not completed at the time of testing, All lot 10' lines and setbacks will need to be field 80 verified prior to installation! B 1 104' B-2 150' Soil Test may not be suitable for owner's desired building location, if tested area is disturbed or a different area is desired, a new soil test will need to be done! Pro town Road UNP.ATMQ ,LANJZS NORTH LINE OF THE NE 1/4 OF TH _N 89'52'25" E a - CiH RD. "E° 1317.631 — — N 89'52'25" £ 1284.58' 50.00' 011-711.0T 1 N E9'52'25" E 1284.52' W Z W O W z z Or- n 4 PO cd < cV r O fV F- 4 � LL W 0 0 7 J Ll - 8 LEGEND: PROPOSED DMEWAY LOCAT?ONS - - — RUILDING SETBACKS UTIUIY EASEMENT ORASNAGE EASEMENT LIME 66' JOINT DRIVEWAY EASEMENT - FOUND 1 1/4' ;RON P'N FOUND 1.21' IRON PIPE a COUNTY MONUMENT o �. r G yN . LOT q I 131162 `. p' 3.01 A r �N 79-49'22� C I d22.76�' �'4 LOT 72�- 67351 S.F. s` Ac. SEE SHEET 2 OF 2 DRAINAGE EASEMENT" NOTE: NO OWNER OR RESIDENT SHALL CO AN17HING WHICH WOULD MTERFERE WITH OR CHANGE 714 OPERATION OF THE APPROVED COMPREHENSIVE WATER DRAINAGE AND SOIL EROSION PLAN FOR TN P,-AT. TmS INCLUDES BUT IS NOT LPATED TO BUWMG UPON, OBSTRUCTAJC. ALTERNG. FlU1NG, OR EXCAVATING OR PLANING IN ANY POND EA.`•EMENT& WATER DRAINAGE DITOHM WATER RUNWAYS, WATER CULVERTS, BERMS OR GRASS SE.EDINGS. NOTE: