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HomeMy WebLinkAbout008-938-34-5203-CST-2022-149 Wisconsin Department of Safety and Professional Seroices Division of Industry Services SOIL EVALUATION REPORT �;. ;����� 1 0#1z 15 in accordance with SPS 385,Wis.Adm.Code Brown's Construcfion r"1 County l ' Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must Sawyef � include,but not limrted to:verticat and horizontat reference point(BM),diredion and ----- - - - ------ --- - percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. 008938345203 Please print all information. - --. - - . � Review y Date Personal information you provide may be used for sec;ondary purposes(Privacy Law,s.15.04(1)(m)). / _ $ 11 O � w ' 1� Property Owner Property Location � Zimmerman, Nicholas Govt.�ot 2 1/4, 1/4, S34,T38N, R9W -- _ -- --- - - --__._ _ - Properiy Owners Maihng Address Lot# Block i! �Subd.Name or CSM# � 3706 Glen Way � - -- ___ _-. _ - -_ __- - --- __ _ _ _ - _-- - City State Zip Code Phone Number � City �Village � Town Nearest Road Eau Claire ! WI i 54701 715 215 0081 Edgewater East Shore Dr �New Construction Use: � Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: Parent matenal GlaCial dfift 3 0 � ____ _ __ Flood plain elevation,ff applicable NA ft. General comments and recommendations: 1 Boring# ❑Boring �Pit Ground surface elev. _ _ 99.6 ft. Depth to limiting factor 42 in. Soil Application Rate � in. , Munsell � Qu.Sz.Cont.Color � Gc Sz.Sh. � Roots GPD/ftZ Horizon i Depth i Dominant Color I Redox Description Texture � Strudure Consisten Boundary I . - -____. i 'Etf#1 'Eff#2 1 , 0-11 � 7.5YR2.5/1 � - Is lfgr ; mvfr � cs ; 3f-c J 1.6 ' _ � I -- - '- . + - - --- _ _ __ 2 11�2 ; 7.5YR3 � _ � s � sg -_� ml cs �-c � 0.7� 1.6 � -- _ — --- l -- -- _-- --- 3 4 2-5 5 � 7.5 Y R 4/3 � lm d 7.5 Y R 4/6 sid ims b k m f r gs 2m 0.2 0.3 4 --- ----_ __ -- --- - -- -_-- ---- - ----... ----- 4 � 55-80 7.5YR4/4 ' - s sg ml - - 0.7 1.6 I — -- —___-- -- — ----- -__- I ' I I I------ i - -i � 2 Boring# ❑Boring �Pit Ground surface elev. _96J ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth , Dominant Color i Redox Description Texture Structure I Consisten Boundary� Roots GPDlft2 --- ----- I in. Munsell ' Qu.Sz.Cont.Color Gr.Sz.Sh. i � `Eti#i •Eff#2 ; 0-6 j 7.5YR2.5/1 i - Is � ifgr mvfr � cs ; 3f-c ; 7 j 1.6 1 --- �-- —- --__—+ -- __ ---� - + --f- -- --- - fi _ 2 6-32 I 7.5YR3/4 - s ' sg ml cs � 2f-c � OJ 1.6 -- _-- I- -___-- --- --- ---- - - _ _ _ --- ----- 3 32-60� 7.NR5/3 2md 7.NR4/6 sicl lmsbk mfr gs i lvf � 0.2 0.3 -------�- --- --�-- i--- -- - ------ -rt-- I , � - ---- ---� - - _ _ � __-- - � ; � � � i � 'Effluent#1=BOD 5>30<220 mglL and TSS>30<150 mg/L 'Effluent#2=BODS<30 mgll and TSS<30 mg/L CST Name(Please Print) Signature: ,' CST Number Kurt Brown ��� 224281 —_ __----___ --- ------ -- -- ___ -- -.- __-- - _ Address Brown's Construction Date Evaluation Conducted Telephone Number W10487 Old Murry Rd Exeland,WI 54835 6/18/2022 715 943 3988 SBD-8330(R 04I15) S�Jl� 02 v�-— �I �-() NO REFJNDS AFTER ISSUE OF PE'�MIT M,tl / . Property Owner Zimmerman, Nicholas ___ Parcei i�#_008938345203 __ Pa9e 2 of__2 _ ❑Boring 3 Boring# �P�t Ground surface elev. 96.9___ft. Depth to limiting factor 36 in. Soil Application Rate Horizon � Depth j Dominant Color � Redox Description , Texture Structure Consistence�Boundary; Roots ; GPD/ftZ � ---- in. � Munsell j Qu.Sz.Cont.Color ! � Gr.Sz.Sh. � � !, •Eff#1 •Eff#2 1 � 0-8 t 7.5YR2.5/1 I __._._ _ _--- __. Is _.�_ ifgr --+ mvfr �cs _I 3f-c � J j 1.6 _. ! �- __ _ _ -- � � - � -- ; 2 } 8-36 + 7.5YR3/4. t --- - I s � ml ; cs � 2m-c � OJ � 1.6 3 36-60 7.5YR4/3 lfd 7.5YR4/6 sd imsbk mfr gs 1m 0.2 0.3 --- - ------ �--- - � - -1 -- - - � � � ' � i � � � ❑Boring Boring# p� Ground surface elev. ft. Depth to limiting factor i�. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description � Texture Structure Consistence:Boundary; Roots i GPD/ft2 in. Munsell � Qu.Sz.Cont.Color ; Gr.Sz.Sh. ; � � ! 'Eif#t �Eff#2 i; � � , � �, � � i � __- � - -------- -- -- -- - - -- I � � -- ---- - — ---- --------- — — _ __ - --- I I -�- i ❑Boring Boring# Pit Ground surface elev. ft. Depth to limiting factor ��. ❑ Soil Application Rate Horizon Depth Dominant Color � Redox Desc�ption i Texture Structure Consistence'Boundary Roots GPD/ft' ---------,-- - in. Munsell Qu.Sz.CoM.Color � i Gr.Sz.Sh. i � 'Eff#� Eff#2 � � � i I I — ___ __ _. �I � _ __- I _ _-__ __ _- -- ---- -- __----4 ___....- -- - —.___- - - ----- j � � � i � ; 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 l�8'Ct ���� � aa" Ch�� �93`�S SBD-8330 (R.04115) �' ' ` , �r�Cf � '1�� &owri 5 ConsVuction J �u�AJ l � � Qa SffE PLAN THE SfTE CURRENTIY HAS AN OLD INICHOLAS ZIMFAERMAN CABIN,HOLDING TANK adD POINT N 2741N EAST SHORE DR. �LL WHICH WILLALL BEABANDONED BIRCHWOOD,WI 54817 FOR NEW CONSTRUCTION. SCALE:1'=60' �L.2 S� � . -..� y,T3sn, R�w �h�k✓ �81 �toPEttrr uNEs DR.WAY 4P.9' L.AI(E y q� 95.q" 96.q' cHerac � R oi � ��eee r � � 9s.g � 1 `l�- PROPOSED �aoP � � - � t ° HOUSE GAR. � I ��� � � i � � 99.G � I p � � � 1 I � 8-2 � ( ! � INSULATED 4" �'-T �79' BUILDING SEWER BM=100.0',NAIL 8"ABOVE GRADE IN A21'DIAOAKTREE.TESTEDAREA IS APF 25'ABOVE LAKE- A 1568✓1568 GAL.CAM6.TANK WRH A TOTAL EAST SHORE DR. f:APAC(TV OF 3,287 GALLONS WHEN USED AS A H/T IS PROPOSED TO SERVE THIS SITE.OWNER MAY CHOOSE TO PURSUE A MOUND SYSTEM IN THE FUTURE. d x J�!i�.._Rt�... � ' � � 9 S . �rt f,` �..-... '. � �� � '�w��r �'�*�.,yf A 7 ��1' �" � r �. ,�- .•�� �". . f` � ,."3? � � ` fL�y`�4l... r", ': �t:... * 1 , ^� �. ;+►, ,�; �� � �` 1��w ,x. t'i �. �� * <._' ��� �.q.. N� , J t�€ - � ..� • ' - , • ,_���� ` � ., �,. ;;i � r �' �" Y �+•,�`;�, .-r �� ���?iC'� ti�' 4i,�c�` jt�i`��w • � x y�:� . ;r .+ �� a��}�` ' �..r 14� i- c . ` * �. 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Tax ID: 9598 RUSSELL A ZIMMERMAN ELEVA WI PIN: 57-006-2-38-09-34-5 OS-002-D00030 Legacy PIN: 008938345203 Billing Address: Mailing Address: Map ID: :2.3 RUSSELL A 2IMMERMAN RUSSELL A ZIMMERMAN Municipality: (008)TOWN OF EDGEWATER N46754 NORDEN RD S N46754 NORDEN RD 5 STR: 534 T38N R09W ELEVA WI54738 ELEVA WI54738 Description: PRT GOVT LOT 2 Recorded A�res: 0.820 w Site Address * indica[es Private Road Calculated Acres: 0.607 2741N EAST SHORE DR BIRCHWOOD 54817 Lottery Claims: 0 First Dollar. Yes :..� property Assessment Updated: 6/28/2021 Waterbody: Chetac Lake 2022 Assessment Detail Zoning: (RRl) Residential/Recreational One �ode Acres Land Imp. ESN: 430 G1-RESIDENTIAL 0.820 143,200 30,300 � Tax Districtr Updated: 2/6/2007 Z-year Comparison 2021 2022 Change 1 State of Wismnsin Land: 143,200 143,200 0.0% 57 Sawyer Counry Improved: 30,300 30,300 0.0% 008 Town of Edgewa[er TotaL• 173,500 ll3,500 0.0% 650441 Birchwood Sthool Distrid 001700 Technical College ���Property History �+ Recorded Documents Updated: 6/14/2019 N�q � QUIT CLAIM DEED Date Recorded: 3/8/2000 282741 699/497 htlps://las.sawyercounrygov.org/system/frames.asp7uname=Eric+�/yellauer 1/1