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HomeMy WebLinkAbout022-1070-80-000 (2) Property Owner_ Parcel ID# Page of a ❑ Q Boring# Boring J J { Pit Ground surface elev. ' ft. Depth to limiting factor in. 7*Eff#1 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D/ff' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#2 L_-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/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 F Boring# ❑ Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Pit Soil ication Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mgA_ 'Effluent#2=BODS<30 mg/_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(R.60)) n ' PA ID Wisconsin Department of Corn rce �,kC C�i�, SOIL EVALUATION REPORT Page of Safety � Division of Safe and Building pay) � 't in accordance with Comm 85,Wis. Adm. Code �y n v County - , Attach complete site pia 6n paper not less than 8 1/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. �•�1 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Q p[ �(� 0 Please print all information. ewed Date I Personal information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)). Property Owner Property Location Govt.Lot 1/4 /4 S , T N R E( W Property r s Mailing A" Lot# Block# Subd. �o/r CSM# C tl. ' b Na 7 State �p Code Phone Number ❑City ❑Village TowK Road ❑ New Construction Use Residential/Number of bedrooms J Code derived design flow rate�j]7 7 GPD EfSeplacement Public or commercial-Describe: __—_—____,___.__ ___ Parent material 914-alt u,1.✓ Flood Plain elevation if applicable General comments and recommendations: j System Type Il7PZ/ '�v System Elevation aBoring# E] Boring a Pit Ground surface elev.�j , �ft. Depth to limiting factor 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 I •Eff#2 —17 At z a — �� , v �J ® Boring# O Boring � i pit Ground surface ele . J ft. Depth to limiting factor OL in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Z - . T . 22 y U` Y �- Effluent#1=BOD >30 5 220 mg/L and TSS>30:5 150 'Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Dante Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 /— �j° 715-246-4516 Y Soil Test Plot Plan Project Name Betty Stenglein Shaun Bird Address 1441 Evergreen Drive River Falls Wi 54022 CST 26900 Lot 2 Subdivision --------- Date 71W1 SE 1/4 N W 1/4S 25 T 28 N/R18 W Township Mnnicldnic Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of steel fence post with blue paint System Elevation TBD *HRpSame as Benchmark AL Scale is 1" = 40' 25, Evergreen Dr. unless otherwise well 3 noted 40 Bedroom House 30' T D W 100' 500' 50' 35' 40 Shed 150' 99.5' 97.5' 90' 13% Slope � 95.5' -1 40, 35 65' Property Line B-3 15' B-2 B. } \ C, \ ■ © � R 0 7 � ~ � � � I 2 , 9 � f ƒ � , k W ' ; � o ] § LL \ \ ° \ / o / ) E k \ \ k k / « m w a m $ o z « _ 2 r J $ � f ' o E e =� , § J £% / �� ' U \ § )/ � � k k k k � / � 0 ° £ � k E � ■ � k ) m B z d . § k k E , .. w 0 0 0 OVA 9 % a a a of 0 W § § o 77 \ \ § a Q§ I Q G = k = co f m f cl % 12 % $ 2 k / 2 ■ , $ § o } ( ) a a q � / CO ` / � 6 - . 2 : ) co k . { 'a kd Qd - ~ - s = ¢ § § ƒ � k o k $ } k 2 U) E a — � r I .. IL E » . w ' k a § 2 u a 2 0 $ J