Loading...
HomeMy WebLinkAbout018-1008-60-000 (4)41 Wisconsin Department of commerce Riviainn of Cnf atv and Ri tiMinnc Page of in a rdanprr v+dh Comm 85, Wis. Adm Code rx County ` ' r Attach complete site plan on paper not' n 8 1/2 11 inches in size. Plan Must include, but not limited to: vertical and honz tal reference point (BM), direction and Parcel I D percent slope, scale or dimensions, north a ow, aW ktCation and distance to nearest road. Revi ed by Date Please print a r Qn. Personal irrtormafion you provide may be used for secondary purposes (Privacy Law.-& is (A (1) (m)l Property Owner Property Location Govt. LotG 14 S T N R ' E ( W Properly Owner's Mailing Address Lot 7-ft ub;Name or CSM# rf\ City State Zip Code Phone Number [� ❑ Village T Ra d S 0 S :2,�sek fi r( 7N�earest �. T 1� nJ � ? rw ew Construction Us esidential ! Number of bedrooms � Code derived design flow rate GPD ❑ Replacement Public or commercial - Describe: �❑ Parent material _� A Flood Plain elevation if applicable General carniments _ and reoommendations: j C <r�� C 6,(40 J -- ! -3 0 t. -to. ,�, __ � ❑ Boring L I -.1 Pit Ground surface elev. J I t L- R. Depth to limiting factor in. Soil iration Rate Horizon Depth in, Dominant Color Munsell Redox Description flu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1ff 'Eff#1 'Eff#2 Q ok 7 >� I� # 1�n L � vie Grtwnd surface elev. C [ � ft Depth to limiting tailor _ � in. Soil Anolicatian Rate Horizon Depth + in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDfff 'Eff#1 'Eff#2 o-d, 1/Z ,— ,,.C, lei` r Z rY 1. Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 MWf tmuent ai = DUU z of +" ,V, - —Y— CST Name (Please Print) Si CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Teiepl-cne Number 1008 192nd Ave, New Richmond, Wi 540 �,/�� j R _� 715-246-4516 Property Owner Parcel ID # Page at Ground surface eiev. ioC . ft. Depth to limiting factor _,`J L in. Soil Application FZaig Hodzon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture structure Gr. Sz. Sh. Consistence Boundary Roots GPDIff -Eff#1 `Eff#2 �I, ++ C s r✓ C 4'J �f # 1-1 U Baring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. MilEplicabon Rate Horizon Depth Dominant Color Redox Description Texture Strtx tune Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 . . ............ r� ❑ Boring ""'"'� " Ground surface elev. ft. !3epm to nmiung ractor �� - ❑ Pit Sail Applicatim Rate Horizon Depth in. Dominant Color Munsell Redox Description. Qu. Sz- Cont. Cotor Texture structure Gr. Sz. Sh. Consistence Boundary Roots 'Eff#1 *E[f#2 F- I .... ......... -F . .......... Effluent #1 = BODE 9 30 1220 mgfL and TSS >30 < 150 Mgt ' Effluent #2 = BQD, f 30 mg/L and TSS � 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 TfY 608-264-8777. S8116334 (RAM) Soil Test Plot Plan Project Name P.C. Collova Bldrs. Inc. un Bird Address P.O.Box 489 Somerset Wi 54025 �'' S M #226900 Lot 57 Subdivision Farm View Ridge II Date 1 1 /13/05 E 1l2 NE 1/4S 5 T 29 N/R17 W Township Hammond © Boring (D Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 94.8' *HRpSame as Benchmark Alternate Benchmark Top of survey iron @ 96.9' 265' Property Line Scale is 1" = 40' noted Soil Test may not be suitable Please note: Surveying was not for owner's desired building completed at the time of testing, All lot location, if tested area is lines and setbacks will need to be field disturbed or a different area is verified prior to installation! desired, a new soil test will need to be done! 3% Slope B-3 25' unless otherwise B-1 ' 50' 80, 2 4JtI.B.M. 15 B.M. 455' Property Line Lot 58 93' 5' B-2 . 94 , 0 UNP,ATTEQ _LANDS NORTH LINE OF THE NE 1/4 OF TH N 89'52'25" E o-ru QR ncu 1 Z1 7 AV t--so.00-------- OU`I'LOT 1 N 89-52'25• E 1284,52' w LEGEND: © PROPOSED ORN'EWAY LOCATIONS -- BWIL.BING SETBACKS 12' UrL1T' EASEMENT DRAINAGE EASEMENT LINE --- -------- ---- 66' JOINT DRIVEWAY EASEMENT - FOUND 1 1 /A' IRON PIN FOUND 1.31' IRON PIPE �. COUNTY MONUMEM L N O. I 8 h _ LOT 55 R7A3 e F 2-01 Ac.DO l "l Ac. LOT � ! a 131162 ' 3.01 A fig- - LOT 72 67351 S.F. — Ac. SEE SHEET 2 OF 2 DRAINAGE EASEMENT NOTE: NG OWNER OR RESiDEYT SHALL OO 1 ANYTWNG WWCH WOULD INTERFTIIE WITH OR CHANGE THE O-DNATION OF THE APPROVED COaPPEHENSyE WATER DR AHAvE AND SOIL EROSION PLAN FOR 'HIS PUT. THIS NCLUDES BUT IS NOT uwTED TO BUILDING UPON. OBS`.RVCTING. ALTEnwc, FILLING. OR EXCAVATING OR PLARTIHG IN ANY PCND EASEMENTS. WATER DRAINAGE DITCHES, WATER RUNWAYS. WATER NpVERTS BERMS OR GRA$5 sEtb = NOTE: