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HomeMy WebLinkAbout008-937-01-2401-CST-2022-185 , Wisconsin Department of Safety and Professional Services ;������ Division of Industry Services SOIL EVALUATION REPORT � #�020 Page 1 of 2 in accordance with SPS 385,Wis.Adm.Code Brown's Construction � County (/1 Attach complete site plan on paper not less than 8'/:x 11 inches in size. Plan must Sawyer � include,but not limited to:veRical and horizontal reference point(BM),direction and - - ---- -- percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Please print all information. 008937012401 � ------_— —-- __--- -- Revie By Da Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ' I � ^ � /- � Property Owner Property Location Pogorzelski, Dustin C�vt:-�e� SE1/4, NW1/4, S1,T37N, R9W � ------------.-_ ___- _- _ -_- - -- --- --- ---- -- --- Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# � 1323 Scott Dr NA NA NA - -- - - ------ City State Zip Code Phone Number � City �Village � Town Nearest Road Mount Pleasant WI 53406 � 262 914 1677 Edgewater � Woodale Rd �New Construction Use: � Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: _ ——__—.._— Parent material Loess over Till-457C Flood lain elevation,if a licable NA ft. ----- -- -- ----- - P PP General comments r L and recommendations: 5 r E ��T��e �h��,'�- Q r�, P��T ,J�Q�, 1 Boring# ❑Boring �Pit Ground surface elev. _97.3 ft. Depth to limiting factor 58 __in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture � Structure Consisten Boundary Roots GPDfftZ i in. Munsell Qu.Sz.Cont.Color j Gc Sz.Sh. j •Efi#1 •Eff#2 1 � 0-12 7.5YR2.5/2 - sl 2fgr ' mvfr es � 3f-c 0.6 1.0 _ —._ —_ - - - __-- --—— — -- - ------- — 2 12-28 7.5YR3/4 - sl 2msbk I mvfr gs � 3f-c 0.6 1.0 - - ---- ---- - - --4 - - - -.-- -- -- -- - - -- -- ---- + � 3 28-58 7.5YR4/4 � - Is lcsbk mvfr gs 2f-m 0.6 1.0 - - � -- —--- _ __- --- — 4 58-76 5YR4/4 5YR5/8-6/2 m3p scl � icsbk mfr - 1m 0.2 0.3 � - -- i_ _- � —_ _ 2 Boring# ❑Boring �Pit Ground surface elev. _ 97.3 ft. Depth to limiting factor >80 in. Soil Application Rate Horizon Depth Dominant Color i Redox Description Texture � Structure Consisten Boundary Roots GPD/ftZ in. � Munselt I Qu.Sz.Cont.Color � Gr.Sz.Sh. I �Eff#� �EN#2 1 0-7 7.5YR2.5/2 � - sl 2fgr mvfr es 3f-c 0.6 1.0 �_-- -- -- - -- — ------ 2 7-22 7.5YR3/4 - sl 2msbk mvfr gs ; 3f-c � 0.6 1.0 — __---- - —-- - �--— — -— 3 22-38 5YR4/4 - grls sg mvfr gs � 3m 0.7 1.6 ---- — -_ -.- — +- 4 38-80 7.5YR4/4 - grls sg mvfr - I lm 0.7 1.6 i —_ -- --_ -- -— — __ _ _ f_ — � ' ' "Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg1L *Effluent#2=BODS<30 mg/L 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 8/25/2022 715 943 2988 SBD-8330(R.04/15) NO R�FUNDS AFTER ISSUE OF PEFtMfT , Property Owner Po9��elski, Dustin _ _ __ Parcel ID# 008937012401 Page 2 of Z ❑Boring 3 Boring# Pit Ground surface elev. ___95.3__ ft. Depth to limiting factor >7$ in. � --------- Soil Application Rate Horizon i Depth Dominant Color Redox Description Teuture Structure Consistence Boundary I Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color , Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 7.5YR2.5/2 � - sl 2fgr � mvfr es 3f-c 0.6 1.0 - --_--- —t--- - � - - —' -. —_ ---- ----- 2 8-22 7.5YR3/4 ! - sl 2msbk I mvfr gs , 3f-c 0.6 1.0 - — — _—__--� - - t—_-- - ._ _ 3 22-35 5YR4/4 - sl lmpl mfr gs ' im 0.4 0.6 q 35-78 7.5YR4/4 �I - cobls sg ml - 1vf 0.7 1.6 —.__ -+--- — — --- -- --- I � � i ----- - � - � ❑Boring Boring# pit Ground surface elev. ft. Depth to limiting factor i�. ❑ Soil Application Rate Horizon Depth Dominant Color i Redox Description Texture Structure �Consistence Boundary Roots GPD/ft2 --_---.__—. in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. `Eff#1 •Eff#2 I � � -----1- —.__ _-- --- - - - -� ----- � ; — --�—_--- — — - � -- I � I ! ❑Boring Boring# pit Ground surFace elev. ft. Depth to limiting factor ��. ❑ Soil Application Rate Horizon Depth i Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu.Sz.Cont.Cob� Gr.Sz.Sh. `Eff#1 •Eff#2 �- - — ,_—__ i - �— — -- ---- —._ —_ �------ - ----.. I —_— � i � ���j ��.��`�cr�''�r. ,�_. r : ' i � �. , � `: , �`-. ,._-. _. . ,:_._.__ �.. .___ .. , :?� i 'Effluent#1 =BODS>30<220 mglL and TSS>30<150 mg/L 'Effluent#2=BODS<30 mg/l�a��SS��'m�t'�/' ��s7[ -'� _ _ �-. _. , _ � �-- �i-s ✓C;iv�tiVi:�F;i7i��iiv�l�f I�.AT lC)� SBD-8330 (R.04l15) - Brown's Construction PROJECT DAILY FLOW=600 GALLONS-4 BEDROOMS DUSTIN POGORZELSKI DUE TO INCONSISTENCIES IN THE BORINGS,A GEOMAT SYSTEM IS RECOMMENDED FOR THIS SITE. LOADING RATE=1.6 GPD/SQ. FT. UPSLOPE OF SYSTEM SHOULD BE INSTALLED ON 97.3' SE, NW, S1,T37N, R9W CONTOUR. TOWN OF EDGEWATER SYSTEM EL.=94.5' SITE CONTAINS 38.35ACRES. PROPOSED BUILDING AREA IS LOCATED SITE IS ALSO SUITABLE FOR OTHER INGROUND SYSTEMS INSTALLED APPROXIMATELY 240'NORTH OF WOODALE RD 3'ABOVE LIMITING FACTOR IN B-1. AND CENTERED BETWEEN THE EASTAND WEST PROPERTY LINES. IT IS HEAVILY WOODED. SIGNED: � 1f,(�,�. #224281 FUTURE � BUILDING SITE N 103.1' SCALE: 1"=40' ' 97.3' _..�-�..❑ B-2 ELEVATIONS 96.3' . `'��•. 97.3' + BM=100.0', NAIL IN 18" 95.3' : DIA. RED OAK TREE 6" ABOVE GRADE. B-1 =97.3' B-2=97.3' &3=95.3' B-3 Q: 95.3' •BM ��7 B-1 ` 97.3 �........, ................ WOODS RD WOODALE RD 14741 W NEARESTADDRESS �=� Soil Profile Sheet Owner: �u6�"th Po4orz���k� SoilTester: {1ur�' ,BfC71�li'L System Elevation: ��5, Load Rate:�'_ System Range: 9'�1.97'to qb.3' -�- �-'=�1f�T' ('Or�tEfC,�EJT_TUr�F,t._ �`h1('1..2oUt:'� �?'�.T�f� • LOAD f��7E : .� ��S-�-tM �.�.; q5,5' $� �9"1-3� �Z '�T7.3' �oo� -S 3 -95.3� �� -------- - - ---- 98' ---- - -- -- --- ` �:aq73' --� � 4?.3` — a� �-- �T / .� � .6 Sa� �� Sa�� � � i � ., -- __ _ _ 9b.ti7' �. -�� — --95.Y7' �93 3'--� �� - _ ____—' 9y.4n'-- ____ 6� / ----_ ; ,--�.— `-��1�t7` - —: - ,(� 60�(` ��, �. � _ _ t3 � / � —� .7 ��1 .��� /� _.. __�-�s3- ' _ - �� q3.�t7' f � - � ' Q 7�0;l ; , _ ,ti�� _ �=qa.Nn� - -r�...�t� - r �� - �'a•��3' -_9a,39�— 4�' / rro.� Sc1 � `�.8" — -- np � / • "� ��° t3, -- - — -- � � q'�' ----------! �Q7` - �g ,�3' --- . � . ,.v _ •7 50+� -�— . 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G e� �'.i*'r'�,: 9/22/22,7:58 AM Novus-Wisconsin Access rev. 13.1108 Real Estate Sawyer County Property Listing Property5tatus:Current Today's Da[e:9/22/2022 Created On:2/fi/2007 7:55:15 AM �Description Updated: 9/13/2022 y Ownership Updated:9/13/2022 Tax ID: 8025 DUS7IN R POGORZELSKI MOUNT PLEASANT PIN: 57-006-2-37-09-01-2 04-000-000010 WI Legacy PIN: 008937012401 �ICTORIA A WILBURTH MOUNT PLEASANT Map ID: .8.1 WI Municipality: (008)TOWN OF EDGEWATER STR: 501 T37N R09W 8illing Address: Mailing Address: Description: PR7 SENW DUSTIN R POGORZELSKI DUSTIN R POGORZELSKI Recorded Acres: 38.350 1323 SCO7T DR 1323 SCOTT DR MOUNT PLEASANT WI 53406 MOUNT PLEASANT WI 53406 ,Lottery Claims: 0 First Dollar. No Zoning: (F-1)Fores[ry One � Site Address *indica[es Priva[e Road ESN: 430 � Taz Districis Updated: 2/6/2007 -J property Assessment Upda[ed: 6/28/2021 1 State of Wisconsin 2022 Assessment Detail 9 Sawyer County Code Acres Land Imp. 008 Town of Edgewa[er G6-PRODUCTNE FOREST 38.350 42,200 0 650441 Bir[hwood 5[hool Distri[[ O01100 Tethnical College 2-Year Comparisan 2021 2022 Change Land: 42,200 42,200 0.0% • Recorded Documents Updated: 9/13/2022 Improved: 0 0 0.0%o O WARRANTY DEED To[al: 42,200 42,200 0.0% Da[e Recorded: 9/1/2022 441105 O WARRANTY DEED � Date Recorded: 7/27/1993 236605 �Property History N/A https://tassawyercountygov.org/IAccess/master.asp 1/1