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HomeMy WebLinkAbout010-176-04-0400-CST-2023-154 C;s� Wisconsin Department of Safety and Professional Services Page of �1 � � `,�;, Division of Industry Services � `` _� '"� SOIL EVALUATION REPORT � t ;' ,•�`'��fv� �::��¢' In accordance with SPS 385,Wis.Adm.Code County � Attach complete site plan on paper not(ess than 8 1/2 x 11 inches in size.Plan must include, Sawyer Jv but not limited to:vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D. O 10—I�7 —O y—p�{O D w scale or dimensions,north arrow,and location and distance to nearest road. 1 Please print all information. Revie by Da e � Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). ^ �I/ I � (9 3 � Property Owner Property Location Hill Construction LLC � •�- ar.. r�s 29 r 41 N R 9 E(or) W Property Owner's Mailing Address Site Address or CSM and Lot#: 15988 US HWY 63 lot 4 16550 W Ridgerock Rd �}�or�����.5�� . City State Zip Code Phone Number ❑ City ❑Viilage � Town Nearest Road Hayward WI 54843 � � Hayward 16550 Ridgerock NewConstruction Use:�Residential/Numberofbedrooms3 Codederiveddesignflowrate4r'JD GPD ReplaCement ❑Public or commerciai—Describe: Flood Plan elevation if applicable ft. Parent material Satldy tlll General comments and recommendations: � Boring# �Borin9 103 63 97.75 �Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 "Eff#2 1 0-5 10YR 3/2 Is Osg ml cw 1 m .7 1.6 2 6-24 7.5 YR 4/4 Is Osg ml cw 2f .7 1.6 3 25-46 7.5 YR 4/4 grs Osg ml cs 2f .7 1.6 4 47-63 7.5 YR 4/4 s Osg ml .7 1.6 �Boring Boring# �p�t Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eft#1 *Eff#2 � �� � !.� , 3� SA� �R C UN CST Name(Please Print) Signature CST Number Dan Burch 253808 Address Date Evaluation Conducted �7 Z Telephone Number N5921 County Hwy K Spooner WI 54801 "�^ S " � / 715.416.1642 `Effluent#1 =BOD>30 5 220 mg/L and TSS>30 5150 mg/L 'Effluent#2=BOD,5 30 mg/L and TSS 5 30 mg/L SBD-8330(R04/21) (SP�N �3 - � 3 S � NQ R�FJNDu AFTER ISSUE OF F'�R,�,y j Wisconsin pepartment of�afety and Professional Services Page T af 3 pivision of Industry Serv'tces SOIL EVALUAT!(JN REPQRT In accordance with SPS 385,Wis. Adm. Code County Sawyer Attach complete site plan on paper not tess than 81/2 x 11 irtches in s¢e.Ptan must include, but not iimfted to:vertrcal and ht�rizontal reference point(BM),direction and percent slope, Pa�����• scaie or dimensions,north arrow,and location and distance to rtearast raad. 57-d10-2-41-09-29-5 7 5-241-040400 Piease print a0 infarmatian. Reviewed by Date Personal iMortnation ou ravitie ma be used fw seconda u Priva Law,s. 15.04 1 m . Property Owner Property Lacation � ❑ NiU Construction LLG Gov#. Lot '/. '/. S 29 T 41 N R 9 E (or) W Property Ownefs Maiting Address Lot# Bloek# 8utrd.Piame a�CSM# 15988 US HWY 63 4 4 Sto�wood West Ciry State Zip Code Phone Number ❑City ❑Viliage �Town Nearest Road Ha wacd iM 54843 Ha ard 16550 W Rid erock Rd �New Construction Use:� Residerrtial/Numherof bedr�ms�Coda derived design fl�+u rate 4.�0 GPD [](2ep18cement ❑Pubtic or canmercia{—Describe: Parent mstena!�and+r til! Flood Plan elevation it applicable N�ft. Generat comments and recammendations: � Boring# ❑eoring �Pit Ground surface e{ev. 103.0 ft. Depth#o iimiting factor�9 in. Soil tication Rate Horizan Depth f3ominan#Color Redox Oescriptic�n Texture Structure Consistenae Boundary Roats GPDlFt� In. Munsefl Qu.Az.Cant.Galor Gr.Sz.Sh. •Epy�� •�{y� 1 0-9 tOYR 2I2 Is Osg mi gw 1ml�f 0.7 1.6 2 9-16 t0YR4/3 ..— ifs Qsg ml cw 1f d.5 1_0 s 3 16-24 7.5YR 414 (20°kG Qsg ml cw tvf 0.7 1.6 R S 4 24-39 7.5YR 3l4 --- (25°�G Osg mi cw tvf 0.7 1.6 R 5 39-55 7.5YR 5/2 c2d 7.5YR 5/8 sci Om mfr --- 0.0 0.0 � Boring# ❑�oring �Pit Ground surface elev. 142.0 ft. �epth to limiting factor 18 in. Soil tica6on Rate Horizon Depth t�minant Co1or ftedox Description Texture Structure Consistence Saundary Roats GPQlFt� In. Munsetl Qu.Az.Cont.Cofor Gr.5z.Sh. *gfF�t1 `Eif#2 1 0-3 70YR 2/2 -- Is Os� ml cw 1m/3f 0.7 1.6 2 3-8 7.SYR 414 s Osg ml aw 2f Q.7 1.6 3 8-18 5YR 3/3 Is Osg ml aw ivf 0.7 1.6 4 18-30 5YR 414 c2d 7.5YR 518 ScI Om mfi — 1vf 0.0 0.0 'Efftuent#1 =BO� >30 5 220 il and TSS>30 s 150 l 'Effiuent#2�SQD >3U 5 220 l and TSS>30 s 150 CST tVame(P�ase Print) S�gnature ��'>° =� CSY Number ��' �,,,;,.::�= ' .?,�. - &5492i Keith Wtte Address Date�Evaluation ConduGted Teiephone Number 11&23 E.Larsan Dr.Lake hieba amon,WI 54849 1Q118/2022 219-451-2611 5$0-833Q(R44115) I 3 i Sa€ing# Q�°��� � � �Pit Ground surlace elev. 101.4 R. bepth to limrting factor 40 in. Soit A litztwn Rate Horizon Depth Dominant Color Redox Description Texture Siructure Consistence Boundary Roots GPD/Ftz in. Munsell Qu.Az.Gant.Caior Gr. Sz.Sh. .E�� .��� 1 0-5 10YR 2/2 --- �s �sg mt cw 1m/3f 0.7 i.6 2 5-9 7.5YR A/A s Osg ml Cw 3f 0.7 1.6 3 9-24 7.5YR4/4 -- GR���' Osg ml cw 1mt1f 0.7 1.6 4 24-40 5YR 3/3 — GR 5�� Osg mi t,wa 1vf 0.7 1.6 5 4�-60 5YR 4/4 cZd 7.5YR 5!8 sci Om mfi - O.Q 0.0 U Boring# ❑�n� ❑pit Ground surface etev. R. Depth ta limiting factor in. Soit ication Rata Norizon Depth Daminant Color Redox Desaiption Texture Structure Cansistence Boundary Roots GPD/Ft� in. Munseli Qu.Az.ConC Coior Gr.5z.Sh. *Eff1t1 'Eff�t2 i I Boring# CJ�aring � � ❑Pit Ground suctace etev. ft. Qepth to limfting factor in. _µ Soil Ap r�Gcation Rate Norizon Uepth Qominant Color Redox�scnption Texture Strudure Consistence Baundary Raots GPD/Ft� Irt. Munseii Qu.Az.Cont Color Gr.5z.Sh. .��� ,E� `Efftuent#1 =BOD,>30 5 22Q mg/L and TSS>3Q s t 5Q mg1L `Effiuent#2=BOD,>3tJ 5 224 mg/L and TSS>3(i 5 15Q mglL ktit)ConStruction LLC i:ot 4 Blk 4 Soii RepaR Plot Pian North ���► � ����"�'� Propo s�te far 3 bedr m se ��e �� g, '�o � � � o P� y ��� � � � � , � � .�� •.� � ��0 A��� t � �p . d ,r Hitl Construction LiC ''y�o ��"t 16550W Ridge�ock Rd s'•� �� Stonewoad West 5ubd ^.��Q � 1 �l�\ �, lot 4 Blk 4 � \ ��' 5ec 29 T4IN R9W � '1 Town o#Hayward PlN:Si-010-2-41-09-23-515-241-04U40Q 1.64 Acres 6.c�x i ' � + �z�a '��� � �„ ,..,�....�.._....Centeriine af Rid��ercek Rd...._.�..,r...... ...�.... _,._,._.,........,.._..... .._�_.. � ��y, ,,,r r r Scale 1:4� NaT'E5: -hio vvs{i � Benth Mark=1Vail wj orange ribbarr in 1.�"DBH maple tree -Neighbocs well>S�'frorn tested are� Elea=1flU.0' = , � �� �� � P�ge 3 af 3 . Soil ProFleSheet Owner. Soi1 Tester. Syste Elev�tion: Load Rate: System Rznge:_to_ - Y � 3 � ,o� 103� ;:: ::: _�b3.o ' ::: _ ::: . ::: � .... ............ �� _ io3.� ....._...... .......... , �� �-... - ..... ....._...... �o� �to�,o, ..... ......_..... ....-.--. � ............ - .....,....- I�tJS .._....._: �o(.�i .......... _ lo� ........... � ........... _....._.... . .I-2Y` ........... -- �--- .. � ........_... , ............ CGO ` .__....... _�00,�'7 .........,. ............ S 5 ............ . ............ -�ar' 99.7,}� � .�,.......: _ ---..._... . ..........:. :,.......... .. �-..._._... .1-1Y" � ............ .......... d,2 Y � ..... � -..-_... 5 ......... 7 ............ �� ............ , ............ ...---�--�� -48.b7 _ ............ ..........._9'�.'7S� ...-- --... ............ � ............ ............ ............ 41 ............ ........... . .._... ...... ............ �G ............ ........... ........... ............ �----....... ............ .......... ............ ............ q� ...._...... ..._........ ........_... .......... i ....._...... ---..,.-- ............ ---�---.. � ............ ........... --.......... .......... . ............ ....._.... �t3 ............ ............ . ......._.... . �--......... - .......... ..._. ...._ � 9/19/23, 10:54 AM Reai Property Listing Page R2d) EStdte Sawyer County Property Listing Property Status: Current Today's Date: 9/19/2023 Created On: 2/6/2007 7:55:18 AM L�s' Description Updated: 10/1/2019 � Ownership Updated: 12/9/2020 — _- ---- --- _ ___- ---- . _- __--- - -----_ . -- __-- -- __. _ _— -----, . _. Tax ID: 10090 HILL CONSTRUCTION LLC HAYWARD WI PIN: 57-010-2-41-09-29-5 15-241-040400 Legacy PIN: 010176040400 Billing Address: Mailing Address: Map ID: -18.4.4 HILL CONSTRUCTION LLC HILL CONSTRUCTION LLC Municipality: (O10) TOWN OF HAYWARD 15988 US HWY 63 15988 US HWY 63 STR: S29 T41N R09W HAYWARD WI 54843 HAYWARD WI 54843 Description: STONEWOOD WEST SUBD LOT 4 BLK 4 Recorded Acres: 1.640 � Site Address * indicates Private Road _ __ __- _ __ ------ ------ ----------_- Calculated Acres: 1.635 16550W RIDGEROCK RD HAYWARD 54843 Lottery Claims: 0 First Dollar: No ��...� Property Assessment Updated: 11/30/2015 Zoning: (R-1) Residential One -�- - - - - 2023 Assessment Detail ESN: 444 Code Acres Land Imp. G1-RESIDENTIAL 1.640 4,100 0 � Tax Districts Updated: 2/6/2007 ___ __ ._ _ _____ ._.----- - __._------ -- _ _ ._ 1 State of Wisconsin 2-Year Comparison 2022 2023 Change 57 Sawyer County Land: 4,100 4,100 0.0% O10 Town of Hayward Improved: 0 0 0.0% 572478 Hayward Community School District Total: 4,100 4,100 0.0% 001700 Technical College s� Recorded Documents Updated: 12/9/2020 � Property History _ ____ -------------- ---__ _--_ ____---_ _ __ ---__ _ _ _ _ ---- -- - WARRANTY DEED N/A Date Recorded: 11/13/2020 428025 CORRECTION INSTRUMENT Date Recorded: 9/4/2019 419708 CONVEYANCE RECORDED NOT USED Date Recorded: 8/6/2019 419190 WARRANTY DEED Date Recorded: 7/15/1993 236392 512/401 PERSONALREPRESENTATIVES DEED Date Recorded: 7/15/1993 236390 512/399 https://tas.sawyercountygov.org/system/frames.asp?uname=Eric+Wellauer ��� �-�"5�,� . - 4'!` �9 k!, �,1��l' e Y •-� �, Y �€`t� � � tig- ' � rti'4 lj �1} �li�"�I��`�'^ i-43S-,i. ����' ,�� �, '�''� ' .•r�,`>h'4 +�.�'"�,� �► ,� ,�' �'r" j� = �j;��`��',�� +:- �.<i��i i*�r,j: '{'.,,I,'x,�y��i� �� z. � y �� .r � .y��},�,'' .s � �. �� .l � + .��y}�$ �' ,t-;.^„•.. .�,�., . � f � a �� - -�V�6 a �' '.�'�'�� 7 � �* ,�`'� �� �i't f � � r,K- v.. . } ��t ,�. � ��.� ��K � s�� � t � � �'� i.�; r� � ���i�Ri �� .w�� ��,. £,� ,1� "M .7.�.. ,�i�,�� ��`���� � � h ��� �k�i�� r �q ��. �', �y. `` < {r�� ! 1'e ���' �,, � *�,�� s �}�j t. _�,__- �w"�"*l��� ��y�" £1*l�l�` ��,�,,T ;� '��, � ,,�,,, «�y x�,:. �t���� ' �,i�, s�'�'J4) � E �+`.�. �� "" t,',s �e .. �.�$:x . 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