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HomeMy WebLinkAbout012-640-17-2101-CST-2023-116 VWisconsin Department of Safety and Professional Services ;:�,sx��R a���,�� , � Division of Industry Services � ' ' ` `` #1031 SOIL EVALUATION REPORT Page 1 of � in accordance with SPS 385,Wis.Adm.Code Brown's Construction County ^ Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must Sawyer � � indude,but not limited to:vertical and horizontal reference point(BM),direction and - - - --- ---- � percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. i 012640172101 � Please print ail information. - - - -� -- - - ----- Reviewe y Date Personal information you provide may be used for seco�dary purposes(Privacy Law,s.15.04(1)(m)). ' / g(�� � � ln. Property Owner Property Location � Daryl And Bonnie Hofer Govt.Lot NE1/4, NW1/4, S17,T40N, RW r - _ --- - -- -- __ - - - _ __ __-_- - - - --- _- -__--- -- - Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 8531 W Old Hwy 70 B CSM 4/87#72 �' City State Zip Code Phone Number � City �Village � Town Nearest Road Ojibwa ! WI 54862 Hunter � 9105W Fiorelli Rd ❑New Construction Use: � Residential/Number of bedrooms _ 2 Code derived design flow rate_ 300 _GPD �Replacement ❑ Public or comm scribe: Parent material GleCial OutwaSh _ �1�C __ Flood plain elevation,if applicable _ NA ft. General comments and recommendations: 1 Boring# ❑Boring �Pit Ground surface elev. 98.6 _ft. Depth to limiting factor _ >$4 in. Soil Application Rate Horizon De th Dominant Color Redox Descri tion Texture Structure Consisten Boundary Roots I GPD/ft2 P P - - -- - in. Munsell Qu.Sz.Cont.Color I Gr.Sz.Sh. r 'Eff#� �Effttz 1 0-3 7.5YR4/3 - I_ 1 2fgr � mvfr � cs j 3f 0.6 0.8 _-- - -_-_ -- - _ -- - - , -_- � - - T - _- 2 3-29 � 7.5YR4/3 � - gris sg ' ml � cs I ivf OJ 1.6 --_ _ _ _�__-- -- _- +- � - - - - -- - --- - - _ -_- --- - 3 29-57 7.5YR4/6 � - s sg ml cs - 0.7 1.6 4 57-84 7.5YR5/4 � - s sg ml - - 0.7 1.6 __ _.- -t-- -r - - - _-- - - - - ----- __ - - ----- ---- - - -i __.._ -�--- � . � � I �Boring# �Boring -- - - �Pit Ground surface elev. 98.0 ft. Depth to limiting factor >84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 _ I in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#� 'Efr�2 1 �, 0-6 7.5YR3/3 - � sl 2fgr I mvfr es 3f 0.6 1.0 t - - - - --+ - -- -- t - _ - _- --- -- -- __ __ - -- _ -__ --- 2 6-23 � 7.5YR4/6 - � Ifs sg ' ml cs ivf 0.5 1.0 3 I 23-36 I 7.5YR4/6 - grs sg ml a - OJ 1.6 _ -- - -___ _-._ - _ - - � 4 � 36-84 � 7.5YR5/4 � _ s sg ml - - OJ 1.6 - -- - -- - - - �--- ---- ---- - --- -- - - I ____-_---- _ ---- I _ -- - _ __ _- - --__- ------- i i �i 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 Signature: CST Number CST Name(Please Print) 224281 Kurt Brown ----_-- --- - -- - -- -__ - --- --- ------ ------- -- - - -- Date Evaluation Conducted Telephone um er Address Brown's Construction g�2�2p23 715 943 2988 W10487 Old Murry Rd Exeland,WI 54835 SBD 8330(R.04115) SfkhJ �3- � 1� , NO REFUNDSAFTER ISSUE OF PERMIT Property Owner Daryl And Bonnie Hofer __ Parcel ID# 012640172101 Page 2 of � � ❑Boring 3 Boring# pit Ground surface elev. _ 98•6 ft. Depth to limiting factor >84 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. 'Eff#1 `Eff#2 1 0-5 7.5YR3/3 i - sl 2fgr mvfr es 3f 0.6 1.0 2 5-27 10YR5/4 - Ifs sg ml cs ivf 0.5 1.0 3 27-55 7.5YR4/6 - s sg ml cs im 0.7 1.6 4 55-84 7.5YR4/6 - grs sg ml - - 0.7 1.6 ----f_ I ❑Boring Boring# p� Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft� in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eft#1 •Eff#2 __ -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 GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 — — _- ._. ---- -- -- — _ -- --- —� - _ ___ ---- — _---- -------- --- -- - --- - 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���'� n. -. ��a�e s!�� a 3.�.�...��_,�_ `—° ._ SBD�330 (R.04/15) yy �� �-��� AUG 0 7 2023 �.,h k1t -,�� Brown's CAnstni[Uon F2�:gt# �S 'l� � 5l�Vt+�';_�.; -;_ .�_.,._.. ,ZONiNG HU'��ilfvij i i�;ri��JN CHECK BOX AS APPLI('ABLE. CHECK BOX AS APPL1G18LE. � SOIL EVALUATION o s��: �4a � � � SYSTEM PAGE 2 OF SITE MAP — PLOT PLAN PROJECT NAME: , DESIGN FLdW: �� can (10 tt grid) 10 �_-;,p�,�1 �;�� �����,#� �.i-�,��a.�. Attach design flow qiculations for commercial plans. PROJECT ADDREss: R1���l�/ �1 lal'"P�t i `�P� Pipe Material/ASTM Standard(Tables 384.30-3 8 384.30-5) ' ,, A N sar,�r,,sewer: � y �h c!C�. BM S�Irr�ol: � BM Elevatlon: i��e.t� FT Force Maln: P�C^ / 2 I�C V� B�,o���: �`�s:��,� �'s:�r�,,r �� �m ekis;~inG 5�� ���onnby IMPORTANT: Slope Gradient(%) �/.� Wd1 Syrnbol(d applicable): O d��s an�ow Show ground elevatian contours at suitable intervals. of TeSted Area: J�_ m the approprne ine. ����� _�,.S.� �Q _ _ -- --------.�_ _ ----—^—�—�-���� �- . . 3�o CrAL p i7' `'s i � : _ , _ _ _ '8�? . _ , � � . __ _ ;_ t`:cjsTZNG sfT --�' _ ; ' ____ � _ � + - . '-�!�VAT�or►s _ _ _ ; � _ 'pR.wAY BNi- lc�d.o, 1-vp_ofi_�',��'��__ _ ' � : _ ; : __ R _ -� . -- # � �� �,X���T�C �.1�� _-_____ _ _ `'__'4 � 3 ` >_ _ ' '_ .__. . . - � . W _�. 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' . _.— _ __ _ • _ � _ __ __ — _ - - - _ _ _ _ { ��J��"? ����_����'p�. - = �o�' �-o �+owa�� �� :�,:�'�5,�� � � �t�.�'" ���` ::' c?'�-�.�r�`' _ _ - - - ---.. - - - ------ i . , . . � - — Soil Pro�'ileSheet Owner:__H� Soil?e,ster: �C.Q.N,,,,,,� r System Elevation: qS_a Load Rate: O-� System Range:q`�•6 � `T$-.o8 � � � `U�� . .......... .:.......... ............ � ........... 9g ..:....... ....... � ............�986 ........... :....... _9d.6' ...... ...... ..... 58� . , ... �$o ......... ......_..... --....... ............ � ............ ........... �� ......... ......... ........ o.S ........... ......... ......... _..... � o-S � .... _q� o g ____ ............ ,� .... -�r6.3s �.............. ::.......... 9S ."..- ---��- ._...... --........ ...:.....-a y.6 ............ � ........... �� ........:... ...........: -9Y.6��---- � N�. '---..... _ ........... .......... 9`�,a �— � N, . ............ .......... N, .._....... , ........... � , � ............ �3 ...,-....... � �9 ._.......... 3 ::: .. � .: :: .. ..: � ....- � ......... .. .. +3 ...... � ...... � ............ ..... ..._. ........... ......... ........._ ......._... ........... , ......... -ql b ...........� —e1-6 ............ , ........... �� � � ........... .......: • � �.� ............ ............ ...... ........... ............ yD, �--......_.. ....... ............ ��� ............ ............ ............ ............ �' ............ ......... .........._. �............ .... ...... � ..._ .:. ..... �L Owncr.�'CV � O�v�.� �oYlllif 1-{0�►� CST:��v� �'fOWvl. syst.Eiev._ 45.r-1� Sysc. Range_ R'6.aS' to ��'___ 7!�' _ L.d_ Rate a '� B eL ��rrYS.6' B eL $�a/9s.�, B eL J'�c�,g.�� 3 ": .�5 ' _ ��. 35 � �3''�� l. 92� = 96.68' �'7��' `. ;�' ` `16.35 , '"`, -to ."1so� � ` -hs 75or� `�, ub ,7 ��it 1�,3, � ,1 , � �' �q6.35 ' °ib _ _ . _ _ ' t °' ��� ,/�' . SYS-�ew� �� � ,�` �� �'"., ol� ' � �,,,.. a ���� H.O� �I.b• _ -��. -f'3� k3' -t�' �� ` �� � . � ��,6. � �`�` �� �� = rl1_n' �`�" = 7 '=71.6' alt.syst.eL . system cange to B�' Be1 B e1 � lt. ' Real Estate Sawyer Counry Property Listing Property Status: Current Today's Date: 7/26/2023 Created On: 2/6/2007 7:55:24 AM ��: Descripdon Updated: 7/6/2016 �.� Ownership Updated: 1/31/2020 _. _ _ _ _ _ __ _ __ Tax ID: 14013 DARYL W & BONNIE A OJIBWA WI PIN: 57-012-2-40-06-17-2 01-000- HOFER 000010 Legacy PIN: 012640172101 Billing Address: Mailing Address: Map ID: .5.1 DARYL W & BONNIE DARYL W & BONNIE Municipality: (012) TOWN OF HUNTER A HOFER A HOFER STR: S 17 T40N R06W 8531W OLD HWY 70 8531W OLD HWY 70 Description: PRT NENW LOT B CSM 4/87 OJIBWA WI 54862 OJIBWA WI 54862 #712 Recorded Acres: 1.290 .�r. Site Address * indicates Private Road __ _ _ Lottery Claims: 0 9105W FIORELLI RD HAYWARD 54843 First Dollar: Yes Waterbody: Chippewa Flowage �•,, Property Assessment Updated: 9/26/2016 West Fork - Chippewa River __ _ _ _ _ _._ . __. 2023 Assessment Detail Zoning: (RRl) ResidentiaURecreational Code Acres Land Imp. One Gl-RESIDENTIAL 1.290 131,900 91,800 ESN: 414 2-Year Comparison 2022 2023 Change �.. T'a�c Districts Updated: 2/6/2007 Land: 131,900 131,900 0.0% _ . _ _ _ _ . 1 State of Wisconsin Improved: 91,800 91,800 0.0% 57 Sawyer County Total: 223,700 223,700 0.0% 012 Town of Hunter 572478 Hayward Community School District �, property History 001700 Technical College - - N/A ��-� Recorded Documents Updated: 10/15/2021 �� WARRANTY DEED Date 401683 Recorded: 6/24/2016 �. CORRECTION INSTRUMENT Date 435256 Recorded: 10/14/2021 �,: TRANSFER ON DEATH DEED Date 422315 Recorded: 1/30/2020 �a QUIT CLAIM DEED Date 232437 Recorded: 11/27/1992 �. 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