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HomeMy WebLinkAbout030-1088-60-006(5) 4ti~y`~ E 1C'.~u~•~ #1668 3~1 IL EVALUATION REPORTPAID Page 1 of 4 Department of mme0 es t) F ccordance with Comm 85, Wis. Adm. Code Division of Safe ' and B% mgs Schmitt Soil Testing, Inc. i; U11~Y County Attach complete siIan 9 MrA inches in size. Plan must St. Croix include, but not limite ontal reference point (BM), direction and parcel I.D. percent slope, scale ensions, north arrow, and location and distance to nearest road. Lot 5 W.V.E. Please print all information. evie _ Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 9 Zd f Property Owner Property Location Loegering, Keith & Kirsten Govt. Lot NE1/4, SE1/4, S30, T30N, R19W Property Owner's Mailing Address Lot # Block # ~S~bd . Na me or CSM# P.O. Box 2143 5 sper Valley Estates City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road El Granada CA 94018 650-678-4823 St.Joseph 39Th St. New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Glacial Drift (Santiago Series) Flood plain elevation, if applicable na tt. General comments and recommendations: Area is sutable for a mound system. System elevation is 100.40' based off contour line established at 99.23'. Slope of area is 20%. Depth to limiting factor is 22". F-1 I Boring # ❑ Boring ® pit Ground surface elev. 100.23 ft. Depth to limiting factor 37 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/3 none A 2mgr mvfr CS 2m,2f .6 .8 2 6-11 10yr4/4 none sil 2fsbk mvfr gw 2f,ivf .6 .8 3 11-24 7.5yr4/6 none grsd 3msbk mfr gw 1vf .4 .6 4 24-37 7.5yr5/6 none grsl imsbk mfr gw lvf .4 .7 5 37-62 7.5yr4/6 5yr6/2 grsl Om mfi gw .2 .6 6 62-78 10yr5/6 none grls Osg ml .7 .1.6 Boring # Boring ® Pit Ground surface elev. 99.63 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/2 none sil 2mgr mfr as 2vf .6 .8 2 6-10 10yr5/3 none A 2fsbk mfr gw 1vf .6 .8 3 10-22 7.5yr4/6 none sicl 3fsbk mfr gw 1vf .4 .6 4 22-33 7.5yr4/6 m2d 5yr6/8 sicl 3fsbk mfi gw 4 6 5yr6/2 5 33-64 7.5yr6/4 m2d 5yr6/8 sid imsbk mfr 2 3 5yr6/2 Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS <30 mg/L and TSS S.30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 11/27/2011 715-247-2941 SBD-8330 (R.07/00) Property Owner Loegedng, Keith & Kirsten Parcel ID # Lot 5 W.V.E. Page 2 of 4 F -irl Boring # ❑ Boring ® pit Ground surface elev. 93.78 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/3 none sil 2mgr mvfr cs 2m,2f .6 .8 2 7-15 10yr5/3 none sil 2fsbk mfr gw 2m,2f .6 .8 3 15-22 7.5yr4/4 none Sid 3msbk mfr gw 1vf .4 .6 4 24-43 7.5yr4/6 5yr6/1 sic[ lmsbk mfr gw .2 .3 5 43-81 10yr6/3 map 5yr6/8 SKI Om mfr 0.0 0.0 7.5 r6 2 ❑ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 [:1 Boring # Ll Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I *Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L 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 (8.07/00) sdxMtt Soo Tesung. Brc. Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Keith & Kirsten Loegering Thomas J. Schmitt, CST 227429 Address: P.O. Bog 2143 1595 72nd St. City, State, Zip: El Granada, CA 94018 New Richmond, WI 54017 Phone: 715-760-1978 Subdivision: Whisper Valley Estates Signature Lot No.: 5 Daft oZ 7 moo!/ Legal Description: NE1/4 SE1/4 S30 T30N R19W Backhoe Pit Township, County: St. h St. Croix County Bench Mark 1 El. 100.00' Top of 1" pvc pipe Bench Mark 2 El. 100.53' Top of 2" pvc pipe Slope= 20% Contour Line El. 99.08' Contour Line Length 88' 1" = 40'yvtPoYu^ CUA de SOX- Lo C Z/Ne- / a~ a Q S4-- ~©f y This Soil & Site Evaluation Report was completed to futfilt a St Croix County Zoning requirement. The location the evaluation was completed may or may not be suitable for your use and a new area may have to be evaluated. ~0 `q15' V1/iDE PROTECT! ' s , t : t 1t c CSULN Jl~m' LJ ( °LfL1L5 / BUFFER PEAq NR f EAST WEST 1/4 94 r•w , . \ ,CORNER t ; CORN 53.12(5 eFt P,,/, t SECTISECTION 29 Ix 2. t X 1t _ 9316:. 72 ~J"y t € ~ \ ` %j/ ~ ~~}~~+f.~>,~.~~yi,~ ~ ~ .(~/.j~~ O Fes, Sq 1' ~ ' F aF f d t• h ••4J )vi PIP VIC r r` / Y aT+~111 NOTE} . r`~~ ti- - : /I ~'J`~. j 925.7 T/ :Ao .4 t e. - l. J } i l S• I- \ f i - 898.9 f - f ~ 6 ~ ~ , ~94•~' , i } F 939.8 ` 1 I t ` s 885.E 3 1 t N z-1 is `k\ \ n Xf W;. ER VI ~IR 86 2 5 HWE 897 16 h - d, - LB•O 899.0 F ►R Ix- CO 4 - f ,fr/. 1 IAN 89--1~ I~s 's I 1 ~~~.~+Z.1`O ~ s ` \ . ~ fir. 902 i • ~ -,ate j , , ~ ~ ~ ~ .-,L~ ~ ~ 897.1 J L y HJVE=898.01 90'4 . lx-->- LB_0.=900.0. I 197 940- X t 3 / \ © r X 903 99. Ems. yet ,~G►" i \ x f { 9 :3.00 A