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HomeMy WebLinkAbout012-1042-60-050 (2)V/ RECEIVED 2391 -L SOIL EVALUATION REPORT I of 3 Wisconsin Depart 710 Page CommercE in accordance with Comm 85, Wis. Adm. Cod( A.C.E. Soil & Site Evaluations NTY County Attz6ff c ;�' !0211% "not less than 81/2 x 11 inches in size. Pla St. Croix &Wt.t. by, iyl P F;A e d ve rical nd horizontal reference point (BM), directio Parcel 'Wcleont'slope, scale or dimensions, north arrow, and location and distance t( T 01 - 1 0jf -60-0N Please print all information. Re ed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. Property Owner Property Location Barbara Donahue Peterson Govt. Lot NW (/4 SW/A 119 T 30 N R 17 Property Owner's Mailing Addres-c Lot # Block # Subd. Nark or CSM# - 1539 150th St, ro P 0 E sed CSM � City State Zip Code Phone Number City Village V Town 0 New Richmond W1 1 54017 1 (715) 529-0671 Erin Prairie Co. Rd. V New Constructior Use: V Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable na General comments ar-W recommendations- Solis suitable for cony, dispersal cell at 0.5 gpd. Recommended linfiltrative surface elevations to be 96.0,95.0' 94.5'. Boring # V Boring 97 it in. Pit Ground Surface elev 98.64 ft. Depth to limiting factor > Soil Application Rat� Horizon Depth in. Dominant Color Redox Description Qu. Sz. Cont. Colo Texture StructurE Gr. Sz. Sh Consistence Boundar Roots G P D/ft; *Eff#1 *Eff#2 1 0-14 1 Oyr3/3 none I 2fg r mvfr cs 2fmc 0.6 0.8 2 14-24 1 Oyr4/4 none sicl 1 fsbk mfr cs 2fmc 0.2 0.3 3 24-30 7.5yr4/6 none sl 1 msbk mfr cw 1 Vf If 0.4 0.7 4 30-39 7.5yr4/6 none lcos Osg ml cw lvfjf 07 1.6 5 39-97 1 Oyr4/6 none gr s 0scl ml 0.5 1.0 H#5 contains irregular, discontinuous bands of 10yr4/4 Ifs. Loading r orizon rdflects reduced permeability of horizon associated with banding. Boring # V Boring j k Pit Ground Surface elev 99.22 ft. Depth to limiting factor >98to in. Soil Application Rat� Horizon Depth in, Dominant Color Redox Description Qu. Sz. Cont. Colo Texture StructurE Gr. Sz. Sh Consistence Boundar Roots *Eff#1 *Eff#2 1 0-17 1 Oyr3/3 none fsl 2fgr mvfr cs 1 Vftf 0.4 0.8 2 17-26 1 Oyr3/2 none sil 2fsbk mvfr cs 1 Vf,f 0.6 0.8 3 26-38 1 Oyr4/4 none sicl 1 msbk mfr cw 1 vfj 0.2 0.3 4 38-42 7.5yr4/6 none sl 1 fsbk mvfr cw 1 of 0.4 0.7 5 42-48 7.5yr4/6 none Is Osg di cw 0.7 1.6 6 48-98 1 Oyr4/6 none s Osg dl 0.5 1.0 H#6 contains irregular, discontinuous bands r4/4 Ifs. Loading rate f fhorizon 11flects reduced permeability of horizon associated with banding. 7n ZK:;; Effluent #1 = BOD 30 < 220 mg/L an >30 <_50 mg Effluent #2 = BOD,�30 mg/L and TSS < 30 mg. CST Name (Please Print) Signat re - CST Number James K. Thompson -3t*2 no 2 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Numbei 340 Paulson Lake Lane, Osceola, WI 54020 4/23/2015 715-248-7767 Property owner Barbara Donahue Peterson Boring # V Boring Pit Ground Surface elev Parcel ID # 012-1042-60-000 Page 2 of 3 - 100.59 -ft. Depth to limiting factor >96 in. Soil Application Rati Horizon Depth in. Dominant Color Redox Description Qu. Sz- Cont. Colo Texture StructurE Gr. Sz. Sh Consistence Boundar Roots GPD/ffi *Eff#1 *Eff#2 1 0-12 1 Oyr3/1 none I 2fg r mvfr CS 1 Vff 0.6 0.8 2 12-26 1 Oyr3/4 none I 2fsbk mvfr CS 1 Vf,f M 0,8 3 26-36 7.5yr4/4 none Sid 1 msbk mfr CS I Vfj 0.2 0.3 4 36-40 7.5yr4/6 none Sl 1 msbk mvfr CW 1 of 0.4 07 5 40-44 7.5yr4/6 none Is Osg dl CW 0.7 1.6 6 44-94 1 Oyr4/6 none S Osg di 0.5 1.0 H#6 contains irregular, discontinuous bands of 10yr4/4 Ifs. Loading rate of horizon reflects reduced permeability of horizon associated with banding. I I I I 01 1 1 all' I I I I I i Boring U/ Boring # if ft. IPitDepth to limiting factor in.AtGround Surface elev �Zfftl I Soil Application Rat� Horizon Depth in. Dominant Color Redox Description Qu. Sz. Cont. Colo T-6xt u re StructurE Gr. Sz. Sh Consistence Boundar Roots GPD/ft: *Eff#1 Eff#2 Boring # Boring ft. Depth to limiting factor in. Pit Ground Surface elev — — I Soil Application Rat Horizon Depth in. Dominant Color Redox Description I Texture Qu. Sz. Cont. Colo StructurE Gr. Sz. Sh Consistence, Boundar Roots GPD/ft; *Eff#1 *Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg Effluent #2 = BOD,-� 30 mg/L and TSS < 30 mg, 5 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 orTTY 609-264-8777. SBD-8330 (R,07100) A.C.E. Soil & Site Evaluations t `IjaV. :1 /dS;CQ' o !y' a 50;/ee4a/U4161c►-,14;z, A Ex.:s6-� 9 41-Qdl Q!� —�E-�jrs tin ,� YCC+ace 1,ow¢ :5cA/t:/ 66 4 44 P4Z&'-5�1drC)Ygo i , i S 7 -39 /soV-,I-J... /f c g4) e;d &16momu.,)/. SYO17 1IIv*5wN .6Q Co !8 ` - 3cj It-, 17LA)•iCoo- y 13 z mow f olm- low oolp� mom ool� olw� 100,App 1001, if i A Ai kest �rraart —�E---mot � �c—�•� a�ia'� So[s.�. /e t' �rt� )f �E--�—� Pi . 3 0(.3 CERTIFIED SURVEY MAP LOCATED IN THE FRACTIONAL NW%4 OF THE SWI4 OF SECTION 18, T30N, I wil w o z � R17W, TOWN OF ERIN PRAIRIE, ST. CROIX COUNTY, WISCONSIN. j E,4 COR. SEC. 18 � W 4 COR. SEC. 18 1(1" STEEL SURVEY MARK � [ [� o,�jj [ [� Nos ' (1 STEEL SURVEY MARK NAIL FND.) � rn N NAIL FND. SEE NOTE} f I DR►V N 87058'01" E 1063.55 _ _ N 87°58'01" E Lo m a I I 1030,53' 3764.46' r CDw O 33.02' EAST - WEST 14 SECTION LINE © LL w NOTE_ THERE ARE TWO SURVEY Qm�- 0:� O 4 CD � 0 MARKERS WITHIN 0.2' OF EACH OTHER. I ONE IS A 2.3" OUTSIDE DIAMETER IRON 6 6' PIPE WITH AN ALUMINUM STEM AND THE z OTHER IS A 1" STEEL SURVEY MARK O NAIL, THE SURVEY MARK NAIL FITS THE I cn � . COUNTY COORDINATES AND THE TIES SOIL TEST LOCATION PER •' L O FOUND AT THE SITE BETTER THAN THE uiSOIL EVALUATION REPORT 2.3 IRON PIPE. THE SURVEY MARK NAIL Q w Ln w w I COMPLETED 4-23-2015 W WAS USED AS THE W''4 CORNER FOR Q Ii C w w _ Ui - I THE PURPOSES OF THIS MAP. � N � z �n a � � _ Li- Ln Ln oto �-Io 0 0 W m¢ z I ��Irn o �� LOT2 U� �' i � z J z � 100 ! 0 707,063 SQ. FT. (16.23 AC.) �� w W -- 4 4<�U < r �' o -� ❑ INCLUDING RIGHT-OF-WAY w �; � cn >_ 690,884 SQ. FT. (15.86 AC.) U- a Q ic) w m z .- w F_ Lry G3 EXCLUDING RIGHT-OF-WAY w O - mCIO oo � �� o O r _ o�� a (ot..� oo w r © Ln o `` � I o z I N 87°58'01" E 477.77' t- o �1 Ln `� z0u �'�� I Z 444. 75' Q w •• lw� UJ > � �' I 33.02' © m a o z z � J W I �- SEPTIC LOT i oo LEGEND a:O O � SHED VENT 152,887 SQ. FT. (3.51 AC.) �I SECTION CORNER W O _ z � � � � 4 INCLUDING RIGHT-OF-WAY N (AS NOTED). CC �a Q 0 0 Q I co 142,321 SQ. FT. (3.27 AC.) w 00 w o w ZEXCLUDING I -- O 0.75" X 18"IRON REBARm �� N � WEIGHING 1.502 LBS. r z O zo PER LINEAR FOOT SET. U) I I SILO C7 g 0 WELL LL. I ( HOUSE INDICATES FENCE. a SOUTH LINE OF THE NORTH 810' OF co�...I ' 1026.76' _ THE FRACTIONAL "W' z" OF THE SW"4 Z ' j o ;-- -33.02' I 582.01' Q W5 � I-Gi AVEL DRIVEWAY _ _ _ .75' 444 � ~ U? _J ;;z I S 87°58'01" W 1059.78' 0�_ I 6' I o " © IS E D L �t U`Q08 co Q I s l I N 00 05 45 W - I - - �_. - - - - - - - - I SCALE IN FEET 0 1813.90' v�1 i I I ---- - -I 75' 150' 1 , _ 150' K