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HomeMy WebLinkAbout010-176-07-0500-CST-2022-035 Wisconsin Department of Safety and Professional Services ��������, Page 1 of 3 � � Division of Industry Services 1 SOIL EVALUATION REPORT � In accordance with SPS 385,Wis. Adm. Code County G, Sawyer � Attach complete site plan on 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 percent slope, Parcel I.D. 010-17 -p7- OSOO scale or dimensions, north arrow,and location and distance to nearest road. 57-010-2-41-09-29-5 15-241-070500 Please print all information. Review by Date Personal information ou rovide ma be used for seconda ur oses Privac Law,s. 15.04 1 m . Property Owner Property Location ❑ ❑ Hill Construction LLC Govt. Lot Y< '/. S 29 T 41 N R 9 E (or) W Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# 15988 US HWY 63 5 7 Stonewood West SHb d� City State Zip Code Phone Number ❑City ❑Village �Town Nearest Road Ha ward WI 54843 ) Ha ard 16572 W Rid erock Rd � New Construction Use: � Residential/Numberof bedrooms 4 Code derived design flow rate 600 GPD � ❑ Replacement ❑Public or comm�rcial-Describe: � Parent material outwash sand ���`�` So�5 Fiood Pian elevation if applicable ft. General comments and recommendations: Frost 0-6". Samples thawed and evaluated. 1❑ Boring# ❑ Boring � Pit Ground surface elev.93.9 ft. Depth to limiting factor 53 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az. Cont. Color Gr. Sz.Sh. *Eff#1 'Eff#2 1 0-7 7.5YR 2.5/1 --- Is 1 mgr mvfr gw 3f/1 m 0.7 1.6 2 7-19 7.5YR 4/4 --- Is Osg ml gw 3f/2m 0.7 1.6 3 19-26 5YR 4/6 --- GR Is Osg ml gw 2f 0.7 1.6 4 26-53 5YR 4/6 --- GR cos Osg ml cw 1f 0.7 1.6 5 53-60 5YR 4/4 f2f 5YR 5!2 sl lfpl mvfr --- --- 0.4 0.6 2❑ Boring# ❑ Boring � Pit Ground surface elev.92.7 ft. Depth to limiting factor 50 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 in. Munsell Qu.Az.Cont.Color Gr. Sz. Sh. `Eff#1 *Eff#2 1 0-5 7.5YR 2.5/1 --- Is 1 mgr mvfr cw 3f 0.7 1.6 2 5-20 7.5YR 4/4 --- Is Osg ml gw 2f/1 m 0.7 1.6 3 20-34 7.5YR 4/6 --- s Osg ml gw 1f 0.7 1.6 4 34-50 5YR 4/6 --- Is Osg ml gw 1f 0.7 1.6 5 50-60 5YR 4/4 f2p 5YR 5/8 Is Osg ml --- --- 0.7 1.6 'Effluent#1 =BOD, >30<_220 m /L and TSS>30<_150 m /L 'Effluent#2=BOD, >30<_220 m /L and TSS>30<_150 m /L CST Name(Please Print) Signatur CST Number Keith Wile � 654921 Address Date Evaluation Conducted Telephone Number 11623 E. Larson Dr. Lake Neba amon,WI 54849 3/15/2022 ciear 218-451-2611 SBD-8330(R04/15) NO REFUNDS AFTER ISSUE OF PERMIT 3❑ Boring# ❑ Boring - � Pit Ground surface elev.97.5 ft. Depth to limiting factor 66 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ In. Munsell Qu.Az. Cont. Color Gr. Sz.Sh. *Eff#1 'EfF#2 1 0-6 7.5YR 3/1 --- Is 1 mgr mvfr cw 3f 0_7 1.6 2 6-26 5YR 5/6 --- Is Osg ml gw 2f/1 m 0.7 1.6 3 26-42 7.5YR 5/4 --- s Osg ml gw 3f/2m 0.7 1.6 4 42-66 7.5YR 6/4 --- s Osg ml --- 1 m 0.7 1.6 ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sail A lication Rata Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu.Az. Cont. Color Gr. Sz. Sh. `Eff#1 *Eff#2 ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu.Az. Cont.Color Gr. Sz.Sh. 'Eff#1 'Eff#2 *Effluent#1 =BOD,>30<_220 mg/L and TSS>30 5 150 mg/L *Effluent#2=BOD, >30<_220 mg/L and TSS>30 5 150 mg/L �\r�--,A� —1 r—i�--+r"�ts"� t—1 2� i a 1 �. ��� � J � `�l �: � �'�� A�'� 0 6 Z�22�-- �����_a �,�.:� ��.r_:,_v� �~t,�°. _��:�� ZONiNG ADMfiViSTFir�TiON Hill Construction LLC Lot 5 Blk 7 Stonewood West • Soil Report Plot Plan North . �� �O� oAP��/ Hill Construction LLC 16572W Ridgerock Rd Stonewood West Subd �3�" LotS Blk 7 � S29 T41N R9W Town of Hayward 1.570 Acres PI N: 57-010-2-41`09-29-5 15-241-070500 ,�Q6 Proposed 4 bedroom home Driveway to Ridgerock Rd A ~�A P �yi /�P � ♦ ♦ ♦ ♦ �� ♦ �. ♦ ♦ 13.6% ♦ ♦;P� 92' � � ♦�i'P 1 � ��1� ♦ o�, 94' ��a �t°r� 96' �'p � .p- 98 ♦ � ,a � o ` �a � �� � ��,. � � � � � � � � � � Bench Mark= nail w/orange ribbon in 15" DBH white pine tree Elev= 100.0' NOTES: Scale 1:40 - No well o- � Page 3 of 3 �<����fi -? E-S 5` 9�/ Soil Profile Sneet � Owner: Soil Te�ter: � System Flsvation: Load Rate: Sysf;em RangP: to .� l � � ��� ...... ...... ...... ...... ...... ...... . �� .... .... .... _... .... .... ...... ...... ..._.. ._.... ...... ...... ...... ......� ----.. ...... ..._.. ...... q� .......:.... � ...... ...... _..... .,.... �7 ,s ...... ...... . �.7 :::: ::.. � .::: :::: .... .... ...... ...... ._.... ----.. ...... ...... .... .... � .... .. .... .... . �� -�--.. ._.._. . _��:. ...: , � .... .--• --.. .... �r � `�S. o r--- � � . . :::: :::: N.�P� :::: :::: :::: :... � .... .... � � . .. .... � .... .... `�y ...... ...... �3, C2,� ) +Z c s 3 - —�i " .... .... 4 3 .9 .... .... � 43 .... .... ..._ .... , .� . .... ...: _ _ ` � � __.. _ ' ... .... �a � ...... ...... ...... .. 2 S �-�C . .. .. ...... ...... � ..---- ...... � � ...... ....... 7 9a .... .... -R � � .... ...: _ " � � .... .... � .... .... .... ._.. � .... .... _ ql S3 � .. .. .. .. .. .. . P � N� �t� ...: :::: � .::: _::: �-3 '�a�"�-�-� �33 :::: .... � � � �o :::: :::: :::: _::: � :::: :::: +3 �����)� .... .... . _... .._. , . .... .... ��33 .... .... .... .... -89. � .... .... � �`l .... .... � .:.. .... .... .... -"d�'.S� ...... .._... ..._.. ...._. ...... ...... � Sg . - � ...... ...... �----. ...... ...... ...... ...... ...... .._... ...... ...... ...... �� ..... ...... ...... ...... ..... ...... �C 4/7/22,2:51 PM Real Property Listing Page Real EState Sawyer Counry Property �isting Property5tatus: Current' Today's Date: 4/7/2022 Created On: 2/6/2007 7:55:18 AM �Description Updated: 10/1/2019 � Ownership Updated: 12/9/2020 Tax ID: 10119 HILL CONSTRUCTION LLC HAYWARD WI PIN: 57-010-2-41-09-29-5 15-241-070500 Legacy PIN: 010176070500 Billing Address: Mailing Address: Map ID: -18J.5 HILL CONSTRUCTION LLC HILL CONSTRUCTION LLC Municipality: (O10)TOWN OF HAYWARD 15988 US HWY 63 15988 US HWY 63 STR: S29 T41N R09W HAYWARD WI 54843 HAYWARD WI 54843 Description: STONEWOOD WEST SUBD LOT 5 BLK 7 t� Recorded Acres: 1.570 ►` Site Address * indicates Private Road Calculated Acres: 1.572 16572W RIDGEROCK RD HAYWARD 54843 Lottery Claims: 0 First Dollar: No !� Property Assessment Updated: 11/30/2015 Zoning: (R-1) Residential One 2022 Assessment Detaii ESN: 444 Code Acres Land Imp. G1-RESIDENTIAL 1.570 8,000 0 � Tax Districts Updated: 2/6/2007 1 State of Wisconsin 2-Year Comparison 2021 2022 Change 57 Sawyer County Land: 8,000 8,000 0.0% O10 Town of Hayward Improved: 0 0 0.0% 572478 Hayward Community School District Total: 8,000 8,000 0.0% 001700 Technical College a� Recorded Documents Updated: 12/9/2020 �Property History WARRANTY DEED N/A Date Recorded: 11/13/2020 428025 CORRECTION INSTRUMENT Date Recorded: 9/4/2019 419708 CONVEYANCE RECORDED NOT USED Date Recorded: 8/6/2019 419190 WARRANTY DEED Date Recorded: 7/15/1993 23639� 51�/401 PERSONAL REPRESENTATIVES DEED Date Recorded: 7/15/1993 236390 512/399 https://tas.sawyercountygov.org/system/frames.asp?uname=Eric+Wellauer 1/1 ,�� �"� ' ,--'�`�a...., . ;�+� k � � (r _ 1 I �-' � {F � �� " �r'y��*�.. -. 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