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HomeMy WebLinkAbout002-940-13-5403-CST-2023-031 � �� A ������� � Wisconsin DepaRment of Safety and Professional Services ���;, ��`� ° �''� Division of Industry Services � #3773 � SOIL EVALUATION REPORT � Page _ 1 of 3 in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST County � Attach complete site pian on paper not less than 8�/z x 11 inches in size. Plan must Saw er include,but not Iimited to:verticat and horizontal reference point(BM),direction and ----- - Y - -- �`� percent siope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. d�.Z-�`�O - 13 ^SY03 � 57-002-2-40-09-13-5 05-004-000030 � Please print all information. Reviewe ay Date � Personal information you provide may be used tor secondary purposes(Privacy Law,s.15.04(1)(m)). � J � � � YV �. Property Owner Properiv Location Lisa Kelly Go P Lot 4 1��Q,,S13,T40N, R9W _ _ _ __ _ ___ _ _ __ - -- _ - Property Owner's Mailing Address Lot# I, Block# Subd.Name or CSM# 21418 Pine Circle 1 —� CSM#6639 Vol. 24 Pg.329 City State Zip Code Phone Number City Village�( Town Nearest Road Elkhorn NE 68022 Bass Lake 8634N Woodland Rd New Construction Use: Residential/Number of bedrooms 5 Code derived design flow rate 750 GPD Repiacement Public or commercial-Describe: Parent material Sandy Outwash with Sandy Loam Till Inclusions _ Flood plain elevation,if applicable __ NA ft. General comments Propose(2)6 x 53'inground dispersal cells using Eljen GSF B-43 media with a common system elevation=94.17'.Replacing and recommendations: insitu treatment zone w/C-33 sand due to available space.An Individuai Site Design will be required. System area staked onsite. j, Boring# Boring Pit Ground surface elev. 96.20 ft. Depth to limiting factor >84 in. Soil Application Rate Horizon Depth � Dominant Color ! Redox Descriptian , Texture Structure Consistenc Boundary Roots �. GPD/ft2 in. Munsell I Qu.Sz.Cont.Color ' Gr.Sz.Sh. ' ' 'Efi#1 'Eti�2 1 , 0-5 10YR2/2 j - sil 2msbk � mvfr es�3f-m , 0.6 i 0.8 2 5-18 , 10YR4/3 - ' sil ' 2msbk ' mvfr gs ! 3f-co 0.6 , 0.8 3 , 18-46 � 5YR3/4+4 4 - gr Is Osg �, ml ' gs , 2f-� 0.7 � 1.6 4 ', 46-53 , 5YR5/4 i _ ' srs Osg ' ml , gw �I if-m ', OJ j 1.6 , _ _—__------_ _ _ ____ _._ -- -- _,_ __— + - --—� -�- 5 53-74 5YR3/4 - sl 2msbk mfr gs lf 0.6 1.0 -- --�----� __ -- _ _r _ �- �-- _r_ --- -� �- _�_ _ 6 74-84 5YR4/4 - sl lmsbk mfr - - 0.4 OJ --—---- --- - - - — - . #3-cobble and large stones #6-with bands of sand and cld mangons 2 Boring# Boring pit Ground surface elev. _ 95.45 ft. Depth to limiting factor >92 in. Soil Application Rate Horizon ; Depth ' Dominant Color j Redox Description Texture Structure �Consistence Boundary Roots '� GPD/ft2 _ in. Munsell ; Qu.Sz.Cont.Color ; Gr.Sz.Sh. � 'Eff#1 'Etf#2 � 1 0-6 7.5YR2.5/2 - Is Osg ml cs 3f-m OJ 1.6 - -- __ _ _-__ __ —_ ---_ --- _— --- - 2 I 6-31 ' 7.5YR3/4+4/4 'I Is Osg ml . I gs I� 3f-co OJ � 1.6 3 31-45 7.5YR4/4 - gr Is Osg ml gs � 3f-m OJ 1.6 , � _.__- - --- _- - —� � -�- -�- �-- 4 ' 45-50 ' SYR4/4 - s Osg mf gs ', 2f-m OJ 1.6 _ ______ � _ _ -___ _ _- - - ---- - - 5 50-56 '' SYR3/4 - �I sl ' 2fsbk mfr gs� lf ' 0.6 1.0 6 j 56-92 5YR5/4 - I srs � Osg ml , - - OJ 1.6 - _ _ _�__ - __ —_ _- . 'Effluent#1 =BOD 5>30<220 mg/L and TSS>30< 150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Keith Stoner � • , 224059 ___._ _ ---- _ _ . -- - __ ----- __ _ _ Address Keith Stoner CST ' e Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren,WI 54872 4/27/2023 715-566-0900 s t��-s,io i tt.o�n 3 i Property Owner Lisa Kelly _ _ _ _ Parcel ID # 57-002-2-40-09-13-5 05-004- _ Page __2 of 3 Boring 3 Boring # Pit Ground surface elev. _ 98•85_ _ ft. Depth to limiting factor >99 in. Soil Application Rate Horizon Depth Dominant Color ; Redox Description ! Texture Structure Consistence' Boundary Roots GPD/ft2 I in. I Munsell � Qu. Sz. Cont. Color ' Gr. Sz. Sh. I � I "Eff#1 REff#2 1 � 0-4 7.5YR2.5/2 ' - sl 2mgr mvfr a ' 3f-co '� 0.6 1.0 - _ _ - - - - -- - - - ; -- . . __ _ . _ _I -- 1 _ 2 I 4-12 7.5YR3/4 - � is Osg ml gs 3f-co OJ 1.6 - � � _ - -_ - � --- - -t - - --� - - � 3 , 12-32 j 5YR4/4 i - Is , Osg i ml , 9s � 2f-co I OJ �1.6 - -- � _ _ _ _ _ _ - - - 4 ' 32-58 i 5YR4/4 � -- - - -- - sl ' 2msbk I mfr -'�, gs ! 2f 0.6 I 1.0 5 58-99 5YR5/4 - ' s Osg ml � - f 0.7 � 1.6 _ _- _-� , - � �T-� � � i , , , I I Boring 4 Boring # pit Ground surface elev. 95.15 ft. Depth to limiting factor >69 in. - - Soil Application Rate Horizon Depth ': Dominant Color Redox Description Texture ' Structure Consistence! Boundary � Roots , GPD/ftz in. ; Munsell II Qu. Sz. Cont. Color � Gr. Sz. Sh. ; I �Efi#1 'Eff#2 1 0-5 7.5YR2.5/2 - sl ! 2mgr ' mvfr es 3f-co ' 0.6 ' 1.0 - - - - -_ _ _ I_ _ _- . �_ - _r _ _ _ . -- - _-_ - _ _ . _ � 2 5-22 7.5YR3/4 � _ _ _ sl 2msbk , mvfr gs 3f-co 0.6 1.0 - � �--- -__�. _ _ __�__- ___--� 3 22-46 � 5YR4/4 - Is i Osg ml , gs 2f-co I OJ , 1.6 _ - -- - ---- ---- -- - -- - - _, _-_ --- --- -_- __ q 46-59 SYR4/4 - � srs � Osg ml gs ' 2f I OJ 1.6 -� fi- , -�----- - - _ , --- __ _ 5 5I 9�69 � 5YR3/4 - ' sl ' 2msbk , mvfr - , 1f� 0.6 1.0 , i j I--- __ .- _` _- - � - __ -- _ - _-- - Boring Jr Boring # pit Ground surface elev. _ 94.08 _ ft. Depth to limiting factor >g0 in. Soil Appiication Rate Horizon Depth Dominant Color Redox Description Texture Structure IConsistence Boundary i Roots GPDlft2 I in. � Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#� •Eff#2 1 0-5 � 7.5YR2.5/2 � - sl 2mgr mvfr es . 3f-co ' 0.6 � 1.0 _..-_ __ _.._�_ -. __._ I _. . � Y _. ._+ _-__ _... -_ _�__-. .__ ... . . . .- _.�-.._ _ _ 2 5-14 7.5YR3/4 - sl 2msbk mvfr gs , 3f-co i 0.6 1.0 -- -- �- _ - -- - --- -�-----�- � ---- -�-- 3 ' 14-25 I 7.5YR4/3 - ' sil ' 2msbk I mvfr I gs � 2f-co I 0.6 i 0.8 --�-- -- - __ _- - i--- -I -- - -� 5YR4/4 - sr Is Os - _ . m� _- - -- _ 4 25-80 g � 2f-m � 0.7 1.6 -�-+- -�_-�-__ _ I - - _ _` I I �_ . _--__ _ __ ._ - �_- - �_ - �_ - . __ _ #3 - large stones ` Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L NO REFJNDS AFTER D � � FT D ISSUE OF PERMIT ����e���� .....,�.._h.:�_..�_. SBD-6330Test IR.07/t3) ��� � � ���� Keith Stoner CST �;hk# i'��-.�..�w.,.�.,,:�... �.� Rcpt#� s�3 SAWYER COUNTY � ZONtNG ADMINISTRATION . , �, .._� � .S'anitary° Si�e Plan �«Ke 3 �r4 For: Lisa Kelly Lot 1 of CSM #6639 Vol. 24 Pg. 329 Gov. Lot 4 Sec. J3 T40N-R9W Town of Bass Lake - SawyerCounty p 15 30 �� Grephic Scale (Peet) 1 inch = 30 }k / / Five Bedroom � Wetland Area Home , / Critical Slope � Break / Grindstone 13asement � , 8634N Woodland Rd. vr��� = 9�.°o' Lake 89.85' � Note: Maintain 1a�ell and waterline 95.90' � B # setbacl�s per .SPS 383.�13(8)(i) Tank Sioe ��� 95.3 ' S2� � � Note: Parcel has heen surveyed. South line has 9"�8�— � #2 y����� >35% reference stakes. 10/ � � R �' �—� 95. 75' 98.00' 96.28' BM Cut Bank —�96�=��' BM #2 o Wooded Slope Elevation Data EaSement Proposed Basement Floor = �89.85' BM#2 = Top of 3/4" sq. Stock Iron B#1 = 96.20' Neighbor.s Yard Cut level Elev. = 97.50' B#2 — 95.45' Existing Septic Vent B#3 = 98.85' Proposed Site is Wooded Grade = � 96.30' B#4 = 95.15' and will be cut to near level Systenz Elev. -- 91.30' B#5 — 94.08' with the neighbor. � BM = Nail w/Pink Ribbon in a 13" DBH White Pine ��7eYl �QY'L� 1 � , .y� �r = same I 8630N Woodland Rd. �� � � ASSUMED ELEV. = 100A0' ' = Backhoe Pit � ^� April 27th, 2023 � . �__ eith E. Stoi�er_ CST# 224059 Soil Profile Sheet Owner: ��Sq �-��v SoilTuter: �ci�t S�wYtf Sysrem Elcvation�. `�`'r•��` Load Rate: Syst�.Cta ,e�=--�o ,00 ( � 3 Y s .. _ . .. _ _ .... _ .. ..... _......... ...... _.. 4� _, -98•85 a` 48 .. %� \ . �� q7 .. ... � ... ... ... ... \ , �.. ... _ ... ...... ...... ............ . ......... \ y ....... ........... 4� ... _96.� �_ _ 46�1^ _ � ' 1 D.(v -9S.YS � . . �a _4S iY� —� _. � ........... I � ....... �. � _.�`1.7 V . ..... 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L �� ' � i ' �� � , � � 1 � S124/23,12:12 PM Real Property Listing Page R2dl EStdte Sawyer County Property Listing Property5tatus: Current Today's Date:5/24/2023 Created On:2/6/Z007 7:55:07 AM �Description Updated:1/20/2023 '�Ownership Updated:2/13/2015 Tax ID: � � 3176� � LISA L KELLY LIVING TRUST � �ELKHORN NE PIN: 57-002-2-40-09-13-5 OS-004-000030 Legacy PIN: 002940135403 Billing Address: Mailing Address: Map ID: :43 LISA L KELLY LIVING TRUST LISA L KELLY IIVING TRUST Municipality: (002)TOWN OF BASS LAKE 21418 PINE CIRCLE 21418 PINE CIRCLE STR: 513 T40N R09W ELKHORN NE 68022 ELKHORN NE 68022 Description: PRT GOVT LOT 4 LOT 1 CSM 24/329 #6639 �Site Address *indicates Private Road Recorded Acres: 0.660 8634N WOODLAND RD �� HAVWARD 54843 Calculated Acres: 0.663 Lottery Claims: 0 J property Assessment Updated:9/13/Z012 First Dollar: No - �� Waterbody: Grindstone Lake 2023 Assessment Detail Zoning: (RRl)Residential/Recreational One �ade Acres Land Imp. ESN: 406 G1-RESIDENTIAL 0.690 266,400 0 2-Year Comparison 2022 2023 Change ��Tax Districts Updated:2/6/2007 Land: 266,400 266,400 0.0% 1 �S[ate of Wismnsin Improved: 0 0 0.0% 57 Sawyer County Total: 266,400 266,400 0.0% 002 Town of Bass Lake 572478 Hayward Community School District 001700 Technical College � Property History N/A • Recorded Documentr Updated:1/20/2023 QUIT CLAIM DEED Date Recorded:1/3/2014 388936 MAP OF SURVEY Date Recorded:10/21/2022 13409-19 WARRANTY DEED Date Recorded:9/16/2004 325066 https://tas.sawyercountygov.org/systeml(rames.asp?uname=Eric+�n/ellauer ���