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HomeMy WebLinkAbout026-1077-70-500 (2) t _ Y v Wiebonsln Department of Cormterde SOIL Flap i of Division of Satiety and Buildings , . M I 3, , in accordance oath Comm t35 Wis.c Adm. e r Attach complete alts plan on paper notion than 8 UA x 11 inches In must inducts. but not *nW tw vertical and (SM) aria / 70-S ~ percent slope, scale or arr>ensions, nee' Date Please print a tlrrfo~»al LONIAG OFFI E - YL PWW" iMonnedWn , pewee may ory wuvaa (fuvacr Law.:. ProperQrt3wmer property Locstion 2Gw( ~G(< Govt. Lot 1/41/4 S T © N R E (or) W Properry Ownees Melling Address # Block # Subd. Name CSM# g is - I YYY State Zip Code Phone Number [3 City Village Town Nearest Road on- .3 0 Construction Use,-Residential / Number of bedrgorris Code derived design flow rate 1-~ GPD ❑ Replagmwrt . Public or c7pr Patent material ¢ Food Plain elevation if applicable I G r►eral corrnrer s SGvn ti' ~ D G~rn~ ahd reoomrnendations: ~ ~ ~ 0 Mal Boring # pit Ground surface elev ft. Depth to limiting factor,;2!f in. Soil Application Rate Horizon Depth Dominant Coon Redox Description Texture Structure ` Consistence Boundary Roots PD In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 / 6 i /rC S -y e4 . S III I I, Borkig # PBoring it Ground surface elev. R Depth to limiting factof~7 in. Sal Application Rate Horizon Depth DominardColor. Redox I iption ' Texture Structure Consistence Boundary Roots GPD/l? t in. Munsd Qu. SL Cont.'Color Gr. Sz. Sh. -Eff#1 'Eff#2 Edwont ' 01 s WD.:- 30:! 220 mg& and TS$>30 1150 mpt . ' Effluent #2 = BOD 130 mglt. and TSS < 30 mglL CST Name Print) -CST Number Addrea Date Evaluation Conducted Telephone Number nwn MAI.TMIN.~ 4 _ ; A .11 t Property Owner In, Q 1 r' n # Page of Borkv # Bodrg Pit Grourlcf surfaoa elev j S R. Depth 1kf iirtWing tactor % in. Soil Apokabon Rate t Hortaort 040 Dominant Color RedoxD xipSort TexGue` Shicture` Consistence Boundary Roots GPD/W d in.iunseN A. Qu. SzCor►t: Color Gr. Sz Sh. 'Eff#1 *Ef 11#2 Borkg ~ ❑ Boring ❑ Pit Ground surface elev. ft. Depth to Umfting factor in. Sal Application Rate HorWn D%M w:.DgwjQW Cdw _ RedOx . . TeAn- Stnx due Consistence Bourxlary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •01#2 t ~ Ground surface eleu~':. . _ . De to ' ' factor in. . Pit •~-----=ft.Y - Pth UrrWn9 Soil AgAgation Rate Hatton Depth Dominant Color Redox Description • Texture Structure Consistence Boundary Roots GPD/fF in. Mum" Qu. Sz. Cont. Color' Gr. Sz. Sh. •Eff#1 •Eff#2 c t ~ f Effluent #1= BOD~> 301220 ngk and TW,#30 S 150 rrg& • Effluent #2 = BOO, 30 mgk and TSS 30 mg& The Dew of Commerce:dS 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. seoas3ocno~roo~ Soil Test Plot Plan Prdject Name Mike Beauvais By" Bird Jr. Address 1394 130th Ave. NewRichmond Wi. r 54017 C TM #220527 Lot 9 Subdivision Date 11/19/2004 CountyST. CROIX SE 1 /4 SE 1 /4S 26 T 30 N/FR18 W Township Richmond # Alt. BM Grade at PL stake Elv 100 Boring Q Well PL Property Line ,BM or VRP Assume Elevation 100 ft top of PL Stake System Elv T-1=93.4 T-2=92.9 H.R.P. Same as BM SCALE 1" = 40' Unless otherwise Noted BM 300' 25' 300' alt BM B2 50' B3 130th ave 09 B1 Z 300' 98' 97' 96' RECEIVED -7 9 IGD az z VOL 1 PAGE 4949 KATIALEEA N. WALSH REGISTER OF DEEDS ST. CROIX CO.! MI RECEIVED FOR J?ECORD 03/22/2005 03:15PH CERTIFIED SURVEY MAP or. MIX FEE i9.00 °A's RE Y FEE. ER TI FI ED SURVEY M A~ PAGES: 2 3.00 Located in part of the Southeast Quarter of the Southeast Quarter of Section 26, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin, being Lot 7 of a Certified Survey Map recorded in Volume 13 page 3712 Document No. 609354 at the St. Croix County Register of Deeds Office. OWNER/PREPARED FOR: Michael and Colleen Beauvais East 1 /4 Comer 1394 130th Avenue Sec. 26-30-18 New Richmond. WI 54017 (Found Bemsten Survey Nail) Drafted By. Jason M. Gustafson ON 0 avid '-'JASON M.' rn Z GUSTAFSON 0 o T - S-2631 3 c - - n - HAMMOND, : 0 WIS.. a.. GZA o X U I Lot 6 o Certified Surve x M =o v> l - q p - l .;V' Volume 13 Page 3620 o " w a ~ I i„ o a ~ ( M -v I E S 89'40'36- E 8751.01' 3 3N° OI 3 ti„~~ a l v o O 4. i+. c N Q,I .f, "Co 31.1_ 0 E m2 3 Ala Lot 10 p(o f I ^ 5b 61 4 a o ~l ~I I ?sue °ss ® of 01 16 % oa v ~i O I 443.61' 31.09- I' c O I ' y aJ i l El n S 8940' E 474.70 r, o n o a 16 Uj > j W Lot 9 M Lot 8 aD 3 l .,1 a O l .,d. l Ih o o q och. c ~ of ® ® O am (`f o z chi v o~ /yam ® _ Silo ` ~I is t~ °a ° m enterline hed o (n ( ~I w° ? v ~`o Z °o rivewa U) o US 2 m° o a z ,-House 00 ami Well. 1 3 7- i _%_-S 89'52' . E 3. OtUff 443.66' S 89'37 51" E 1935 W 67.5.01 - - R.O.W. Centerline of 130th Avenue 3 - - - -N 89'37'51' W 2606.56= - - - 3 _13_007 A venue South 1/4 Comer South line of the Southeast Quarter of Southeast Carne Sec. 26-30-18 of Section 26-30-18 Sec. 26-30-18 (Found Bemsten Plat of Sunset HOIIOW (Found 3/4" Iron Rod) Survey Nail) Lot Areas: 1 Lot 8 lot 9 Total Area: 225,243 Sq.Ft./5.17 Acres Total Area: 115,110 Sq.Ft./2.64 Acres Excluding ROW:196,844 S .Ft. 4.52 Acres Excluding ROW:109,226 Sq.Ft./2.51 Acres Lot 10 Total Areo:115,450 Sq.Ft./2.65 Acres Leaend: Excluding ROW. 109,204 Sq.Ft./2.51 Acres 0 Section Comer Monument 200 O 200 ' Job X1040004 O Set 1'x24' iron Pipe weighing Prepared By. a minimum of 1.13 pounds per Gustafson Geomotics, LLC linear foot. GRAPHIC SCALE P.O. Box 274 • Found 1' Iron Pipe SCALE IN FEET: 1 inch=10 feet Hammond. WI 54015 ® Soil Test Location Bearings are referenced to the South line of the Phone: 715-796-5775 Proposed Driveway Southeast Quarter of Section 26, Township 30 Sheet 1 of 2 . . Building Setback Line North, Range 18 West which is assumed to bear 100' From ROW N 89'37'51' W_ Vol. 19 Page 4949