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HomeMy WebLinkAbout012-230-00-2300-CST-2023-135 Wisconsin Department of Safety and Professional Services � Division of9ndustry Services SOIL EVALUATION REPORT � #3s2o 1 of 3 in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST � County �� Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must Sawyer include,but not limited to:vertical and horizontal reference point(BM),direction and parcel I.D. O � b-00' �300 � percent slope,scale or dimensions,north arrow,and location and distance to nearest road. �.Z- 57-012-2-40-0 -06-5 16-725-002300 � Please print a/l information. - Reviewed By Date � Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). � Property Owner Property Location -- Jeff&Jessica Laeseke Govt.Lot NW 1/4, NW 1/4, S6, T40N, R6W W _ -- - - - _ -- - _ __ -- , ----- - _ ---- - -- V1 Property Owner's Mailing Address Lot# � Block# Subd.Name or CSM# 25089 Fivepoints Drive Unit 23 '- Hay Creek Acres Condo City State Zip Code Phone Number City Village -- - Town Nearest Road Blue River WI 53518 608-604-7634 Hunter Dun Rovin Rd New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ___-- Replacement Public or commercial-Describe: Parent material Loamy Alluvium underlain by Sandy Gravelly Outwash _ Flood plain elevation,if applicable _ NA ft. General comments Propose 4 cells located off contour. Cells 1 +2-46'long with a common system elevation=94.25'and cells 1 +2-34'long and recommendations: extended at 90 degrees with a common system elevation=94.17'. Centerlines of cells staked onsite. See plot plan. ❑Boring# Boring pit Ground surface elev. 96.56 ft. Depth to limiting factor >84 in. Soil Application Rate Horizon Depth I Dominant Color Redox Description I Texture ' Structure �Consistenc Boundary�'; Roots GPD/ftz in. f Munsell Qu.Sz.Cont.Color ' Gr.Sz.Sh. I 'Eff#1 'Eff#2 1 0-10 5YR4/3 - Is Osg ml cs 2f-m ' 0.7 1.6 Z 10-66 5YR4/4+5/4 - srs Osg ml gs ' if-m OJ 1.6 ___- -- -i 3 I 66-84 5YR4/4 � - I srs Osg � ml - - OJ 1.6 —t_ __ 1 � I � � --- _�_ � - I � � - ! --- -' � -� _ _ --�_ _ � __ . Note-boring within cut area #2+3-with 1/4-3/8"bands of 5YR3/4 Is lamellae Z Boring# Boring Pit Ground surtace elev. 98.68 _ ft. Oepth to limiting factor _ >96 __ in. Soil Application Rate Horizon Depth I Dominant Cotor 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 I 7.5YR3/3 - sil 2msbk mvfr es 3f-m 0.6 0.8 � -- ' - --- _ _ _ __ _ -- - _ _� _ t- �_ � - sil 2f-msbk mvfr gs 3f-co 0.6 �� 0.8 - 2 �; 6-12 � 7 5YR4/3 � - - � �_ � �_ 3 t 12-20 7.5YR5/3 - I sil � 2f-msbk mvfr I gs 2f-m 0.6 0.8 _ .___ _ _ _ - - _ _�_____ ___ --- � ___—:_. . 'T_ 4 20-27 5YR4/3 - Is Osg ml gs 2f-m OJ 1.6 -- - __ �__ _ —_.. _ t—. . 5 27-42 SYR4/4 - � gr s Osg m� gs� 2f ' OJ 1.6 � _ I _ _ _ }_ ( ' 42-70 5YR4/4 ' - ' srs I Osg I ml gs 1f OJ � 1.6 - - — -- — _ - ___ - 7 70-96 5YR5/4 - srs Osg ml - - 0.7 1.6 'Effluent#1 =BODS>30<220 mg/L and TSS>30< 150 mg/L ' ,�'Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: � CST Number Keith Stoner � , � 224059 __ ___ — _. _ -- - -- Address Keith Stoner CST � Date Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren,WI 54872 8/15/2023 715-566-0900 S BD-8330(R.U7/I 7'. Property Owner Jeff & Jessica Laeseke _ Parcel ID # 57-012-2-40-06-06-5 16-725-O�'.�.3i� Page 2 of 3 Boring � Boring # Pit Ground surface elev. 97.88 __ ft. Depth to limiting factor >97 in. Soil Application Rate Horizon 'I Depth Dominant Color ! Redox Description '; Texture i Structure �Consistence� Boundary j Roots ' GPD/tt2 � in. Munsel� Qu. Sz. Cont. Color I � Gr. Sz. Sh. I I i 'Effn� 'Eff#2 1 0-5 7.5YR3/3 - sl 2f-msbk mvfr es 3f-m 0.6 1.0 —�I -- _ _ _ _ . -- --- _ __ - ---- - - - - ----- -- _ _ _ __ - — - -- - _ 2 I 5-9 7.SYR4/3 - � sl 2f-msbk ' mvfr gs 3f-m ; 0.6 1.0 i ------ ------ -— —�-- ; 9-21 7.5YR5/3 - sil 2fsbk � mvfr - 3 gs ' 2f-m 0.6 0.8 , — — _---- - -- -- — - �- --_ _ i 4 21-30 5YR4/4 - Is Osg I ml gs 2f-m i 0.7 1.6 _ _ — __ _ _ ___--- _ I __ __ -___-- - 5 � 30-40 5YR4/4 gr s Osg ' ml gs 2f OJ 1.6 - _ — _ �' _ ,---------�---- 6 40-65 , 5YR4/4 , - ', srs ', Osg ml gs lf ' OJ 1.6 7 65-97 5YR5/4 - srs Osg ml - - OJ 1.6 Boring '4 Boring # p�t Ground surface elev. 97•10 _ _ ft. Depth to limiting factor 91 __ in. Soil Application Rate Horizon I Depth �i Dominant Color Redox Description Texture ' Structure Consistence Boundary Roots GPD/ft2 ' in. ' Munsell Qu. Sz. Cont. Color I ', Gr. Sz. Sh. ; 'Eff�—'Eff#2 � 1 0-9 7.5YR5/4 - sl 2fsbk mvfr es 3f-m 0.6 1.0 : -- -- --- __� _ _ _ __ _ I _ -- -_ __ --_ ; �- , �---- l. _ ___ - --�-- - g __ - - g--- -- OJ 1.6 3 7 36 5YR4/4 - ' grss , Osg ml gs 2f-m � OJ , 1.6 _ t _ -- -- — -- ' -- — ----- - _ _ _t _ _ --- } 4 ! 36-60 , 5YR4/4 - srs Osg ' ml � gs 2f-m OJ 1.6 ____ : _ _ ---�— _ 5 60-91 ' SYR4/4+5/4 - srs Osg ml gs , lf OJ 1.6 6 91-107 5YR4/4+5/4 f2d5YR5/8 srs Osg ml - - OJ 1.6 _ - -- -- ___ _ _ - -- ---_ _ _ __ — — Boring within cut area. Hand auger from 72 - 107". Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. -- Soil Application Rate Horizon i 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 _ , - -- __ _- ----- _ -- __ _ ___ _-_-- I , _ _ � - , ---- __ j � - _ -- � _ , / '-� � (�7� .�_,�� �� .�' � , s/ ����-3 " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 m�X D � ' ���\� mg/L and TSS < 30 mg/L E ''i" � la9 �a3 �� D -;� : ._ , �..-.:.� ��hk#�t..��..—. - �Al!G 2 �3 202� SBD-8330Tcst(R.07/131 Keith Stoner CST RCpt# a� `� �° SAWYER COUNTY 70NlAf�G ADMINISTRATIOf� Page 3 of 3 Soil Test Site Plan �r�� I � For:Jeff and Jessica Laeseke �r����j�� i Hay Creek Acres Condo Unit 23 �����`� � �0'�3 NW1/4-NWl/4 Sec.6 T40N-R6W 'Z� Hunter Tnsp.-Sawyer CounTy ��� P�G/NK��@N o Zo ,o �� c%E M�t��`'SAP� cmv� Cj P9 i�n-ao n. ypN� Lqeseke Property Hay CreekAcres � Lot3 B1ock 1 � � Tcu ID#13439 � GL of Dun Rovin Rc�. P/L � 98.00' 98.00' ; �B #3 Proposed Well Site ' BM Cleared.Cnt and Graded •WELL i Wooded Area �YeQ �3� 97.17' 9637' � 5/ �B q4 97.00' � �_ 97.12 Proposed3 � 96.6z' Iiedroo»�Cabirr 96.57' 1.12 Acre Parcel 'B ��—' �B #1 96. ' i y mo.00' Cut BankEdge 6%� � Slope w/Select Trees Tax ID#13487 ( P/L / � 4 6 . � BM=Nail w/Pink Ribbon in Base of a 10"DBH Balsam Fir. � HRP=Same ElevationData � B#1=96.56' ASSUMED ELEV.= 100.00' B#2=98.68' , =Backhoe Pit B#3=97.88' .f,r� 8/I S//23 B#4=97.10, '� . Proposed new bldg.sewer pipe at slab=-95.50' Keith E.Stoner CST#224059 Soil Profile Sheet Owner: �, qeS2�,CrZ Soil Tester: .S�Or�r r SystemElsYat(on: CO 4y•2 p; � ` Load Rat_ _ D•�] System Range:q�7 to 9S�3 ,�� � � 3 y q9 ::: ::: - � :: :: .. ... ... ...... ..... ...... 8 ...... ...... — 9 8• ..... ...... ..... ...... -.... ...... _ ...... 4g .... ...... . ...... ...... .......:.... . .. �� ��.� _ ... ...... _.... ...... .... ...... ..... ...... , � ....._ ...... ��,o i � q � _ o� ...... .... _R�, r ...... ...... _ 96.56 —� �'� ... ...... ..... .... ...._ ...... .... ...... ...... .:.... . ...... ...... _ �C.3S�-- QG y6.�s �--.... ....,. .. . . .. 1 .... .. . .. . .. - � �. _.:. ---- .--.. � _...... ..:_. D , � ... ...... .. ... o � �- ... I , .. ... �•� .._ .. ... .. ... ... ... p,'7 ... ... . ... ... �,y .....- �---.. :_ ::: ::: _ ::: -q3. 6�` � V � :: ... .. ... ... ... . ... ...... V �3 ... ... N•P ... .. ... .. —4�•�i ��� -. ... 42g� ...... .._.: ... ... � .. ... ... ...... ...... ..... .._. . � nr.� ...... ...... � ...... ...... -y�. Sl 9� • ,F3 ..... ....... �v .�. ...... ...... ...... ...... � � ...... ...... � ...... ...... ...... ...... -F3 ..... ..... � ...... ...... 4/ ..... ...... �}3 ...... ...... }3� ... .--.-: � - .. .._... � � .._.. ...... . — 90.68 � ... ...... ..... ... .. ...... ...... . 40 ...... .... . .... ..... � � .... ......- 89•�� ...... ...... �S - ...... ...... _ $9.S.2 � ...... ...... ..... ...... �5 ...... ...... .... ...... ...... ..._.. . -.... ...... ...... ...... 8g ...... ....-. .... .. ...... � . - ..... ...... �� 8/23/23,3:36 PM Real Property Listing Page Real Estate Sawyer County Property Listing Proper[yStatus: Current Today's Date: 8/23/2023 Created On: 2/6/2007 7:55:23 AM �Description Updated: 3/24/2020 ''u Ownership Updated: 10/12/2021 ___.._. . . . . . . . . . _._... Tax ID: 13487 )EFFERY L&]ESSICA L LAESEKE BLUE RIVER WI PIN: 57-012-2-40-06-06-5 16-725-002300 Legacy PIN: 012230002300 Billing Address: Mailing Address: Map ID: -1413 ]EFFERY L&]ESSICA L ]EPFERY L&1E55ICA L Municipality: (012)TOWN OF HUNTER LAESEKE LAESEKE STR: 506 T40N R06W 25089 FIVEPOINTS DR 25089 FIVEPOINTS DR BLUE RIVER WI53518 BLUE RIVER WI53518 Destription: HAY CREEK ACRES CONDO DECL 703/190 AMD DECL 346107 UNIT 23& 1/23 INT Io IN COMMON ELEMENTS r Site Address * indicates Private Road Recorded Acres: 1120 � � Calculated Acres: 1.119 lottery Claims: 0 i..� property Assessment Updated: 9/26/2016 First Dollar: No 2oning; (RRl) Residential/Recreational One Z023 Assessment Detail ESN: Code Acres Land Imp. G1-RESIDENTIAL 1.120 52,000 0 � Tax Districts Updated: 2/6/2007 Z_year Comparison 2022 2023 Change 1 State of Wisconsin �and: 52,000 52,000 0.0% 57 Sawyer County Improved: 0 0 0.0°/a 012 Town of Hunter Totai: 52,000 52,000 0.0% 572478 Hayward Community School District 001700 Technical College �L'�Property History . Recorded Documentr Updated: 10/12/2021 N�A-� WARRANTY DEED Date Recorded: 10/11/2021 435183 CONDOMINIUM DEED Date Recorded: 7/26/2004 323544 COVENANTS Da[e Recorded: 6/7/2000 264474 https://tassawyercountygov.org//systemlframes.asp?uname=Eric+N/ellauer ��� • r ��• L �. • +� s��i : I � '...ic"o "� ..��J..:, � M� aPS'AS.Jf: . , - � �� 'b � y v . �- .. 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