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HomeMy WebLinkAbout008-937-11-3403-CST-2022-086 �RI�IN�It� �� � �sconsin DepartmeM of Safety and Professional Services 1� �� � � Division of Industry Services �702 �� SOIL EVALUATION REPORT page 1 ot 3 � in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST � Attach complete site pian on paper not less than 8Yz x 11 inches in size. Plan must County Sa er � l include,but not limited to:vertical and horizontal reference point(BM),direction and � i� percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. �0��� ^ " fl � 57-�08-2-37-09-11-3 04-000-000030 P/ease print all information. ---- —. —____---------- � Reviewed By l T / Date � Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �� (� / � b Property Owner Property Location �r��f- I � Richard& Patricia Bluem Govt.Lot SE1/4,SW1/4, S11, T37N, R9W ---— —__ —-- ——--- Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1768N Wooddale Rd _—__----- City State Zip Code Phone Number � City �Village� Town Nearest Road Birchwood WI 54817 715-214-4902 Edgewater � 1795N Wooddale Rd �New Construction Use: � Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Loamy Alluvium underlain by Sandy Outwash Flood plain elevation,if applicable P1A ft. General comments Propose a 8 x 75'At-Grade mound dispersal cell with a pipe cont tem elevation=90.50'. Pipe contour staked onsite. and recommendations: � i, Boring# ❑Boring �Pit Ground surface elev._ 91.05 ft. Depth to limiting factor >86 in. Soil Application Rate Horizon � Depth i Dominant Color Redox Description Texture Structure Consistenc�Boundary Roots GPD/ft2 _ in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#� 'EN#2 1 � 0-9 7.5YR2/2 - sil 2Fsbk mvfr es 2f-m 0.6 0.8 —___�__._ _ ___ 2 � 9-21 7.5YR5/2 - sil 2msbk mvfr gs if 0.6 0.8 3 21-48 5YR4/3 - gr sr Is Osg mfi gs - 0.7 1.6 4 4&86 5YR4/3 - gr srs Osg mfi - - 0.7 1.6 __-- — ' — -- --- _--- ---�— #3+4-gravel and cobble,compacted,weakly cemented. 2 Boring# �Boring �prt Ground surtace elev. _ 90.91 _ft. Depth to limiting factor >88 in. Soil Application Rate Horizon Depth � Dominant Color Redox Description � Texture Structure Consistenc Boundary Roots GPD/ft2 � in. � Munsell i Qu.Sz.Cont.Color Gr.Sz.Sh. � 'Eff#1 `Ett#2 1 0-9 7.5YR2/2 - sil 2fsbk � mvfr es 2f-m 0.6 0.8 2 9-20 7.5YR4/3 - gr sl 2msbk mvfr gs if 0.6 1.0 3 20-32 5YR4/3 - gr sr Is Osg mfi gs - 0.7 1.6 4 32-88 5YR4/3 - gr srs Osg mfi - - 0.7 1.6 ___ _-- -- --- #3+4-gravel and cobble,compacted,wealdy cemented. 'Effluent#1 =BODS>30<220 mglL and TSS>30<150 mg/L ' ffl ent#2=BODS S30 mg/L and TSS�30 mglL CST Name(Please Print) Signature: - CST Number Keith Stoner 224059 -- --- -- ---- ---- ' --- -----------------. ddress Keith Stoner CST Date Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren,WI 54872 5/20/202Z, 715-566-0900 SB0.8330(R.Q7/13) NO REFUNDS AFTEA ISSUE OF PERMIT , Qroperty Owner Richard & Patriaa Bluem Parcel ID# 57-008-2-37-09-11-3 04-000- C�OI�30 Page 2 of 3 ❑ Boring � BOring # � P�t Ground surface eiev. 87•89 _ft. Depth to limiting factor 52 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. �Ett#� 'Eff#2 1 0-7 7.5YR2/2 � - sil 2fsbk mvfr es 2f-m 0.6 0.8 2 7-13 7.5YR4/3 - gr sl 2msbk mvfr gs 1f 0.6 1.0 3 13-26 i 5YR4/3 , - gr sr Is Osg mfi gs - 0.7 1.6 4 26-52 5YR4/3 _ - gr srs Osg mfi gs � 0.7 1.6 5 52-89 SYR4/3 f2d5YR5/8 gr srs Osg mfi - � OJ , 1.6 i i � #2 - 5 - gravel and cobble, bands of sl, weakly cemented. #S - saturated at 84" and H2� at 88". ❑ Boring 4 Boring # p� Ground surface elev. 8�•83 ft. Depth to limidng factor 57 in. � ---- Soil Application Rate Horizon Depth I Dominant Color � Redox Description Texture ' Structure Consistence� Boundary Roots � GPD(ff2 _ _ - - - - - � in. � Munsell � Qu. Sz. Cont. Color � Gr. Sz. Sh. � � � "En#� � �Etf#2 1 � 0-9 ' 7.5YR2/2 - sil 2fsbk mvfr � cs 2f-m 0.6 0.8 2 � 9-16 7.5YR4/3 - � gr sl _ 2msbk mvfr gs lf 0.6 1.0 —�_� 3 16-30 5YR4/3 + - gr Is Osg mfr gs - 0.7 1.6 4 30-57 5YR4/3 - gr srs Osg mfi gs - 0.7 1.6 5 57-75 5YR4/3 c2d5YR5/8 gr srs Osg mfi - - 0.7 1.6 i --- — — -- --- --- — --- -- _ _.. -�--__ #3 - 5 - gravel and cobble, bands of dense sl. #5 - H20 at 75". ❑ Boring Boring # pit Ground surface elev. __ ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Shucture 'Consistence Boundary Roots GPD/ft2 in. Munselt Qu. Sz. Cont. Cotor Gr. Sz. Sh. •Eif#� •Ett#2 I � i _. — -- - -----� -- -_ - --- _ - ---- i � I i ��. �/��✓ �s7���'0.�' � '� S��o ZZ __. --� --, ' Effluent#1 - BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L '���:��ppg� 3p`� a��'� ,�30 mg/L � �L-'I'. l - _ , . 1 s f r,"'•R`". i rj ' i i�J .�F��3� � . �. . .. S80.8330'I'cst(R.07/13) `_�___--.- �H�4''�'i f_S"i '_ ICPith$hlflEr CST ZOI�ii�lU ADP�4;;�i',:; , . .. ., ,_ d Page 3 qf 3 Soil Test Site Plan For: Rich Bluem Part of the SE 1/4 -SWI/4 Sec. 11 T37N-R09W Town of Edgewater - Sawyer County o 20 4a Grephic Senle (Feet) 1 inch = 40 [t PL� 1320' > 750 f't. to the West P/L � �°o �9 B#� � Open Sloprng Fielc�Site .�J� ���,� B#2 �o.so' �B#4� \, � �� � �� o�, 90.50' ��oo. B#1 � . oo, 20.0 Acres Proposed Tank Location Surface Grade = 91.1 S'---_� Proposed Corner Surface Grade =94JT PYOpoSeCl�COYneY Proposed Tivo Note:�1�lairttain well and water/ine eedroom � setbacks pei�SYS 383.-�3(8)(i) Surface Grade = 95.50' o,�.e»;,,g 1 p� Proposed Corner Proposed Surface Grade = 9715' Garuge � � � Proposed Corner \ Surface Grade = 97.51' �� \ �,� � �iv BM#2 Metal T-Post -���fi. io the x.o.w. TOp EIeV. =96.37' af�'ooddale Rd. nW � Culver•t D�' � BM= Bottom of siding,NW corner of existing shed 1�95�v w'oodd�,�l�Road � HRP=Same � ASSUMED ELEV.= 100 � Existing =Backhoe P�t Elevation Data Shed „ B#1 = 91.05' i' � ��� �, - B#2= 90.9]' �� � ^ May 20th,2022 B#3 = 87.89' Keith . toner CST#224059 B#4= 87.83' � T � � � > � f y _ "�' , `+�-`l'�Ec�' �;� 1 �t ��;^-, �.1`• � w''y�+ "c ,'v.''�'.r� � ... �'r «b '�'. "` �. �E '� am��"'�t�iwY,". . �.,, _. y Y� _' } '� �7,', ���,"R t r5y+ }3°",f�',`{ i �,', �"��"^ �-�.a• "+a' ��J-C.v ; .,5 K����� unj��^ �r�s�i'.. 1 t�;T{ y�..�-.t a �i'r.r;y-� �.( ��'° � -� vt��f� �'� 3�, -••'� �,�~ t S r���- ,�t y ,y, . .- .� .�� "' �y. � " 'Y:s 4 _ ^� < �"� '` ., F:i ° * { a �.1 � .,� -. �� � s� � . �� �. id :� � �y' Y � ,d� �F 7'^ �-✓r .> .� x t 'Pi- . „y. 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I � _ ",�y�.� 1 {{ I — r' J J' C , � „�� fi,#''� / �l ��i�l�� ��.`` Il��r ���- I� � ra.�� - � �l s�,�`• � � � �t i� � � ,..S��r ,. - � 'V�`.� o Y� ��' '� �` 4-Sj;.' . :R.� 6/17/22, 10:50 AM Real Property Listing Page R2al EStdte Sawyer County Property Listing Property5tatus: Current Today's Date: 6/17/2022 Created On: 12/3/2007 9:59:24 AM �Description Updated: 6/16/2021 � Ownership Updated: 6/16/2021 TaxID: 39720 RICHARD W$ PA7RICIA M BLUEM BIRCHWOOD WI PIN: 57-008-2-37-09-11-3 04-000-000030 Legacy PIN: 008937113403 Billing Address: Mailing Address: MapID: .123 RICHARD W&PATRICIA M RICHARD W&PATRICIA M Municipality: (008)TOWN OF EDGEWATER BLUEM BLUEM STR: Sll T37N R09W 1768N WOODDALE RD 1768N WOODDALE RD BIRCHWOOD WI 54617 8[RCHWOOD WI 54817 Destription: PRT SESW Recorded Acres: 20.000 Calculated Acres: 19.650 w Site Address * indicates Private Road Lottery Claims: 0 1795N WOODDALE RD BIRCHWOOD 54817 First Dollar: Yes 2oning: (A-1)Agricultural One l,� Property Assessment Updated: 6/28/2021 ESN: 2022 Assessment Detail Code Acres Land Imp. � Tax Districts Updated: 12/3/2007 Gl-RESIDENTIAL 1.000 5,000 18,600 1 State of Wisconsin G4-AGRICULTURAL 19.00� 2,700 0 57 SawyerCounty 008 Town of Edgewater Z-Year Comparison 2021 2022 Change 650441 Birchwood School District Land: 7,700 7,700 0.0% 001700 Technical College Improved: 18,600 16,600 0.0% ToWI: 26,300 26,300 0.0% . Recorded Documents Updated: 6/16/2021 TRUSTEES DEED �y Date Recorded: 6/29/2020 424682 �'Property History QUIT CLAIM DEED Parent Properties Tax ID Date Recorded: 6/29/2020 424681 57-008-2-37-09-11-3 04-000-000010 8346 QUIT CLAIM DEED Date Recorded: 6/29/2020 424680 QUIT CLAIM DEED Date Recorded: 8/ll/2015 397204 WARRANTY DEED Date Recorded: 7/12/2011 373406 TERMINA7ION OF DECEDENTSINTEREST Date Recorded: i/18/2008 351402 WARRANTY DEED Date Recorded: 10/18/2007 349726 HISTORY O Expand All History White=Current Parcels Pink=Retired Parcels O Tax ID: 8346 Pin: 57-008-2-37-09-113 04-000-000010 Leg. Pin: 008937113401 Map ID: .12.1 39720 This Parcel Parents Children https://tas.sawyercountygov.orglsystem/frames.asp?uname=Eric+�n/ellauer ���