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HomeMy WebLinkAbout042-1053-20-300 (3)17 cil 16 2023 A-t-- WISMts-sir, DapsOiVnent ot C�crn-nerc-e. ALi N REPORT SOIL F=V` Page of D�Visi:)- &Mt, 6- Uidiri", I's JX C()Unty 0cmrr 5 (;-Jty Devel�)�)Iaxzjrds6ce v,�'i UCornrin 8%5, Wis. A6rri- Code Cointy < 14,tLac�-r comp4et6 she plan c�1 pap -sr not less than 6 11/2 x ' I inches in size. Plan must I ; include, bLA not vetcal and horizontz' reference pint. i(SM), di and -Parca' I D. percent slope, scale or dirnensions, north. arrow, and iocatiort and distance tc newest road. Ffea.se prof all informattlort. r Re wed by Date Peirson&i mion rnzy be to., 6s=rldary 'Phl'acy Lzw- 'E. 4r..C4 74, info.", y� providF, us'-C-6 purp--tses '`,) 1m1.i. lf Rroperfy CNY-ner I Property, Location 7- Go��- Lc?,o� N awtr�qr'S Maifip'j-rA dor"ess 7 Lot # I # Subd, Nam6 State Zip Code Pha,-)6 Number city �rfllage ;9I :1 Own Nearest Road use" esi erg aI / Number 0, bedrooms ;�>V /- (&::I rPD Code derived designs rate R,kli Paran' mater-call 6f �:iooj Plain eievation if appficable E.1d �i S.A;Stem TvDe Svsterr, Elevation .0 # Boring pit Ground surface elekr. k Depth to limiting %;ctor Soil Application Rate HorLzw Depth Dominant Cco � or; Munse Rei-ox Descripban ou. S-4. C-on-t C'Nor Textrz e Structure Gr. Sz. Sh. Consistence Boundary 1 Roots GPD/ff *EfF#1 *Eff*2 Ov C-3 PM Bofing # Boring Q�N Pit Ground surface elev. ft. Depth to firnifing factor in. Anil Annlir-2finn Rate i Hoeaon Depth In. Dominant Color- Munsell Redox Description Qu. Sz. Cont CNor Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDfif *Eff#1 *Eff#2 YY1 L/ IN) 2 Effluent #i c BCD, 5 30 < 220 mg& and TSS >39(�OJ-,(fluent BOD,� 30 GfL ana I < JU ffGfL CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, W1 4:617 715-246-4516 q Property Owner Boring # Boring tZI Pit Parcel ID # Ground surface elev. Depth to limiting factor /) P/ in. Page of � I Rnil Annfirnfinn Rita Depth in. Dominant Color: Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr, Sz. Sh. Consistence Boundary Roots GPDtff Eff# I *Eff#2 F LIIIII - -A 7 Bohng # F] Boring 11 pit Ground surface elev. ft. Depth to limiting factor in. Anil Annfirnfinn Pqtp Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. .Consistence Boundary Roots GPD/ff Eff# 1 *Eff#2 Boring # Boring Ground surface elev. Depth to limiting factor in. Pit I Soil Application Rate Horizon ')epth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff Eff# 1 *Eff#2 * Effluent #1 = RODS > 30 < 220 rng/L and TSS >30 < 150 rngk * Effluent #2 = BOD, < 30 mgA- and TSS < 30 mg 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. SBD-8330 (R.6/00) I 40 Project Name Corey Burton Address 074 Both An x , Soil Test Plot Plate) ssira Roberts, WI 54023 Lot 4 Subdivision ------ SE 1/4 SE 1/4S 19 T 29 N/131 8 W [� Boring (D Well PL Property Line BM or VRp Assume Elevation 100 ft System Elevation TB Scale.,=� 1/4" = 10' �STM #226900 Date 6/ 6/ 3 Township Warren County ST. CROIX Top of Fence Post *HRpSame as Benchmark CERTIFIED SURVEY MAP LEGEND LOCATED IN PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 19,TOWNSHIP 29 NORTH, RANGE 18 WEST, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN, DOCUMENT#611577. Bj� SOIL BORING - — -940- — - INDEX CONTOUR -- - -- --- --- - INTERMEDIATE 2 - FOOT CONTOUR EAST 114 CORNER SECTION 19 C.B.A. CONTIGUOUS BUILDABLE AREA / � ALUMINUM M NU ANT) LOT C.S.M� LOT C.S. ` -�— --�—-� VO �1� P. 74 (� L. 1 PG. 374 { ,v r- NO SLOPES GREATER THAN 25% EXIST ON THIS PROPERTY AMP" i10 --5_89°34'02"E-546_80' -- ` rn (20.07' r / /' cr `LD,o Tp JAWEk r*4 en d7 In \�1\\ �•�, * 9 ', fish 2 ACREs) , l j, �XA i cn Y N i � �. ��. cat s � � � � `` f r ( f b cI i F .A.1.58A REs oC OIJ KCA ` �� ` g!�2 �+ ' N89 39 44 W o .1 �2.9\7 AFRE-& r t 89° 9{3 ,f ( , 655.0$' 1 °y o $HED � rI ( \ 11 1 1 r I �l< < r I LL ix LLI f �NVLL — -, ,, t , NORTHE'AST CDi4NER v, © z SECTION19 oaQo !(S27029 O8"E)f 1, '��, -� _ �\ \ \ �� (ALUMINUM MONUMENT) Z o N27°47'20"W - ''-� �fl / f ffr �. \ \� \ �, Pi EPARECI FaR: SURVEYOR: � � o \ �f r \\ �\ COREY BURTON DOUGLAS J. ZAHLER Ili W z \ 1 974 80TH AVE AUTH CONSULTING & ASSOCIATES ROBERTS, WI 54023 2920 ENLOE STREET SUITE 101 a HUDSON, WI 54016 SCALE: 1 INCH = 200 FEET NORTH 200 100 0 200 CONTOURS, SLOPES CBA & SOIL BORINGS CD Cc 0 ca 0 V V) �u O Z) OOP 0 V