Loading...
HomeMy WebLinkAbout006-439-04-1204-CST-2023-110 n vnsconsm uepamnerrt m aarecy ana rmressionai aernces �.�������. rage�or 3 � Divsbn of Indushy Services SOIL EVALUATION REPORT � W In accordance with SPS 385,NAs.Adm.Code Counry � SAWYER Attach canplete site plan on paper not less than 8 1!2 x 11 inches in s¢e.Plan must inGude, � but not limited to:vertiwl and hor¢onfal reference point(BM),diredion arM percent sbpe, Parcel I.D. swle or dimensions,noRh arrow,and bcation and distance to nearest mad. 00643904�204 �� Please print all infortnation. Revie by Date Personal irrfortnation ou vitle m be used for secontla ses Priv Law,s.15.04 1 m . � Property Owner `' Prope Location ❑ � THEODORE POTKONJAK 1�T*�l . �NW'/.NE'/.S 4 T 39 N R 04 E (or) W Property Owners Mailing Address Lot# _ Block# Subd.Name or CSMk ^ 586 HILLSIDE AVE `— City State Zip Code Phone Number ❑City ❑Village �Town Nearest Road���� ANTIOCH IL 60002 DRAPER MEYER RD �New Corstruction Use:�Residerrtial/N�miberof bedrooms 3 Code derived design flav rate 450 GPD ❑Replacement ❑Public or co merdal—Descnbe: _ ��� Parent material GLACIAL OUiWASH � '��� T Flood Plan elevation rf applicable n_a.ft. General comments and recommendations:RECOMMEND A SYSTEM ELEV OF 94.5'. USE 0.6/7.0 GPDflt2 LOADING RATE 1❑ Boring# ❑Boring �pit Ground surface elev.98_3 ft. Depth to limding factor&4 in. Soil A licafion Rate Horizon Depth Dominani Cola Redox Descriptbn Texture Strudure Consistence Boundary Roots GPDIFt� In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'EfflF1 'Eff#2 1 0-5 7.SYR 3l3 — sil 2fgr mFr gw N 0.6 0.8 2 S73 7.5YR5/4 — sil Nabk mfr dw 1co 0.6 0.8 3 1328 7.5YR4/4 — grsl 2fsbk mfr di tm 0.6 1.0 4 28-48 7.SYRM6 — grls Osg ml dw 1f 0.7 1.6 5 48-84 7.5YR M6 -- Is Osg ml — — 0.7 7.6 � ���# ❑Boring �Pd G'ound surface elev.97_3 ft. Depth to limiting factor 81 in. Soil A lication Rate Horizon DepM Dwninant Color Redox Description TeMure Structure Consistence Boundary RooTs GPD/Ft� In. Munsell Qu.Az.Cont Color Gr.Sz.Sh. •Eft#i 'EffA�2 1 0-6 7.5YR 3/3 — sil Ngr mfr gw 2f 0.6 0.8 2 616 7.SYR 5/4 — sil 2fabk mfr dw 2m 0.6 0.8 3 1629 7.SYRM4 -- grsl Nsbk mfr di if 0.6 1.0 4 29-60 7.5YRdl6 — gds Osg ml dw if 0.7 1.6 5 60.81 7.SYR M4 — sl 2fgr mfr — 0.fi 1.0 'Effluent#1=BOD,>30 5 Y10 and TSS>30 5 150 m •E t#2=BOD,>30 5 220 and TSS>30 5 150 l CST Name(Please Print) Signature CST Number CHRIS FREDERICKS "—� 7�6�g Address Date Evaluation nducted Telephone Number 499 4 1/2 Ave.Cla on,WI 54064 7 I 22/2023 715.419.0127 SB0.8330(R04/15) � 3 Boring # IJ �sonng � Pd Ground surface elev. 96.1 ft. Depth to limding factor 71 in. . Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. 'Eif#1 'Eff#2 1 0-6 7.5YR 3/3 — sil 2fgr mft gw 2f 0.6 0.8 2 6-13 7.5YR 5/4 — siI 2fabk mfr dw 1co 0.6 0.8 3 13-21 7.5YR4/4 — grsl 2fsbk mfr di 1m 0.6 1.0 4 21-57 7.5YR 4/4 — grls Osg ml dw 1f 0.7 1.6 5 57-71 7.5YR 4/4 — sl 2fg mfr — — 0.6 1.0 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # ❑ Bonng ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 ' Effluent#1 = BOD, > 30 <_ 220 mg/L and TSS > 30 5 150 mg/L ' Effluent#2 = BOD, > 30 s 220 mg/L and TSS > 30 5 150 mglL Date?o�3� a 3 �.__ D � � ��� -Ft�4JDS A�ER D NOR� �,hk# � � � � i�su� o� �H��� �- JUL 2 8 2023 `��n�#..__._a`��_�',__....___ V Spt1VYER COUNTY ZON4NG AflM1N1STRAT�ON ���°I�l�. �:I:� � --------_-----__.____.�_._____ �a___�� ____. ____�. -- T_ � �ga�� � � � � a� ,�1 a� � � � � � � � 4 s � � � � � B�� - � � , - - .— - - -, � � � � ��o�n�e i � O� � ' i �''�f`` � � � � � :`�3�A�� � � i � - - - - - - � � J � gzs ''' � � � � � � ��w�- ����� � � � �° �+. � H,�;� �,� ecej� s;�. � � �� � �� ���� F������ � � C � � �' � � �� a � � `w� � � c .��� � �� } 3 ! i i4 t ; t � � � � i i I Ei��vJ�; �mT�=a� '�`��- � ; ; ��.�- of �w��.t�. �► : e j ^ � ' � �1��•��»R-� �cuc.t�il�i� � � ' �a�,�� 3 a ��r�Y�- ��t�'� � ; i i y � D 1-a � : , : � ' 1�' `� � ' _ Q � , � � �-�:, y� �' G������� � .�. � GS'� t/b�;� 7-ZZ-Z�aZ 3 Soil Profile Sheet Owner._Pc�"�,h�yk SoilTe,ster._ ��,n^��5 System Elsvatian:_�2,p�,�� Load Rate: D.(� System Rang<:4K�3 ro —�.-- _ � � - � a 3 �o� ... .._ .. .. , .......... .... �9 ........... ........ ..........: � .......... ..........-q8,3 �_ ........... .......... � ..... `�8 ........... ......_.... ..--. ........... ............ � ........... , � .......... 0. -9�.3 .......,.... Q7 .......... ........... --- - • ..... i ............ 4� ............ _ 96.o� .._....... O.� .........,. _46,1 , .......... ............ ..........:. � ........... ........:... �� ............ �S ........... � ro. � ....... 4 � ............ . ... H, .......... _...._ , _a Y 3 ,^ ........... ............ , ......... O_7 ............ 9Y.?5 qy S N.�, - -...... _ ............ ............ ........... :: ::: +3 _. --43 �S' � .. .: ° � � ............ ..._....... . ...... q .......... 9 3.�� � ...... . N�� .. ..... ...... . ............ q1� ............ ........... �3, �,y.2,3 -o.(. ...... ............ ............ � _ . � f ............ �-3 ......... � ....._...... � ............-�1,3 ........... � r ...... q ......_... ............ 9'1,1'� o,G ........: � . .._........ ........... � .. —4o,n� ........,. .._..: ... � ....._...... .......... �o. ._.....---• ............ -40.2 ........... ........... ............ � ............ g� ........... ............ ._......... ..... ...... � ............ � ............ ......... ........... ........ ........... ....-•---� . � ............ . $� .... ...... � ...._...... ............ g� ........:. Map Unit Description:Shanagolden-Pence complex,2 to 6 percent slopes, stony--Sauryer Counry,Wisconsin Sawyer County, Wisconsin 770B—Shanagolden-Pence complex, 2 to 6 percent slopes, stony Map Unit Setting National map unit symbol: 1 t6fp Elevation: 600 to 1,950 feet Mean annual precipitation: 27 to 36 inches Mean annual air temperature: 37 to 46 degrees F Frost-free period: 80 to 150 days Farmland classification: Not prime farmland Map Unit Composition Shanagolden and similar soils: 55 percent Pence and similar soils: 30 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Shanagolden Setting Landform: Drumlins Landform position (two-dimensional): Summit, shouider, backslope Down-slope shape: Convex Across-slope shape: Convex Parent material: Loamy alluvium underlain by dense sandy till Typical profile A - 0 to 4 inches: fine sandy loam Bhs-4 to 9 inches: fine sandy loam Bs - 9 to 14 inches: fine sandy loam 8/E- 14 to 25 inches: fine sandy loam 28t- 25 to 33 inches: sandy loam 36Cd- 33 to 58 inches: gravelly loamy sand 3Cd- 58 to 80 inches: gravelly loamy sand Properties and qualities Slope: 2 to 6 percent Surface area covered with cobbles, stones or boulders: 0.1 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Low Capacity of the most limiting layer to transmit water(Ksat): Low to moderately low (0.01 to 0.03 in/hr) Depth to water table: About 24 inches Frequency of flooding. None Frequencyofponding: None Available watersupply, 0 to 60 inches: Low (about 4.8 inches) USDp Naturel Resources Web Soil Survey 7/28/2023 � Conservation Service National Cooperative Soil Survey Page 1 of 3 Map Unit Description: Shanagolden-Pence complez,2 to 6 percent slopes,stony--Sawyer County,Wisconsin Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydro/ogic Soil Group: C Ecological site: F090AY016WI - Loamy Upland Forage suitability group: Mod AWC, adequately drained (G090AY005W1) Other vegetative classification: Mod AWC, adequately drained (G090AY005W1) Hydric soil rating: No Description of Pence Setting Landform: Drumlins Landform position (two-dimensional): Summit, shoulder, backslope Down-slope shape: Convex Across-slope shape: Convex Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly outwash Typical profile A -0 to 3 inches: sandy loam E- 3 to 8 inches: sandy loam Bs- 8 to 15 inches: gravelly sandy loam 28C - 15 to 21 inches: gravelly coarse sand 2C-21 to 60 inches: stratified sand to very gravelly coarse sand Properties and qualities Slope: 2 to 6 percent Surface area covered with cobbles, stones or boulders: 0.1 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low (about 4.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Ecological site: F090AY019WI - Dry Sandy Uplands Forage suitability group: Low AWC, adequately drained (G090AY002 W I) Other vegetative classification: Low AWC, adequately drained (G 090AY002 W I) Hydric soil rating: No USDn Naturel Resources Web Soil Survey 7/28I2023 � Conservation Service National Cooperative Soil Survey Page 2 of 3 Map Unit Description:Shanagolden-Pence complex,2 to 6 percent slopes,stony--Sawyer Counry,Wisconsin Minor Components Peeksville Percent of map unit 10 percent Ecological site: F090AY011 WI - Moist Loamy Lowland Hydric soil rating: No Padus Percent of map unit: 5 percent Ecological site: F090AY016WI - Loamy Upland Hydnc soil rating: No Data Source Information Soil Survey Area: Sawyer County, Wisconsin Survey Area Data: Version 20, Sep 12, 2022 USDn Naturel Resources Web Soil Survey 7/28/2023 � Conservation Service National Cooperative Soil Survey Page 3 0(3 F,i� ,x..1: i <. f �r ., �,. $S`' _.`.. �, z �, �w� � �. � �4x :�;��. `a.� �.� ✓ +� � �; + �`�»ta'.'.. ��, ,� � •a , � . . ,� ��'�..�, �. !, ¢� � � r �' r yr��� `.�a 7� • ',i� + i `� A � .: ^� � _ � �� - - ;.�} -..`e' R:f � y� �•4n ' ' :.. L :. �� r � ;n a .,,'"f"R'}. � � .t ' � _ '� '�c.� ,t�e`F-� ' , �f �1'�. � a, ' Sw t. v � ;a. � �- 7 a- .` 4' . , � _ ( � � .nr �a 'fi'��- • 'rsi1� �Y,`e � �'��� �r--- l :. �, `�:� - t - ��) � � � s ,�: � 'y �{� �6`k'.. ' l % . .� � rhj. �? �,.�-r�. �"41.�l't ,�: � ' y 1. � r � ��'.F' r��.;.-� `'' y +r' a4 t r .' � ' _' '.. �...� . �-.,. ,�ic� ♦ �. i��.� ,� . . . I.^-. n. -�a_y..l_,� ' w'`�,� __.- �� k ! >��.� Y � yyy...,,, fl a! .. j,�. . ei� � . -• �"+r'_�.�- � — � rt � '�yy�• y�(��� � � ��1 �� � A ..., :A � �',.�rl�`--` '�J lf P '� 1 �. . k�.ti �• LYr� . . . o-.. . ' ..: . � . -;m 7Af 'a'` e: rA�" .�' ,:� . , . ' 7 � ��� s �-.�..re.,,.:,.�� E4. +�� b , �'ti� `ir '.F�. f+ � .,��. "�� �: _ r;�: . . � , ., r �- � . �:. f�"; �^�� . . . ,��. � � � �; ,� . J � �:� K'.Y� ti _�� . .- � ,. ' fy �` � ♦ b ' .. ... /-." J � �' f. tf ti , ��'. i� � �. ♦5 � i �i � y i' ' � �...e V��' ✓.. . h '' • � ( u � ,p. ' '' n i4.� � `��- 'q a,y � ..�,,s' �. . '[ '.F �r�i ,, v Y � �. � � �! � I f�'- R�v . fr � +y � � � �' + * � �' v�yw'. s . ; t 1� r K 5 ��Tr�� . �I O .� �M� V. y x'�� . �- / � F7a t, .eY4� I � � ' ' �.J . �f 4� .. u,r1tY i . i r . . ,.I , " '-.5 i eiJ � ,�`.�i F �W _�, .`_. � . i � �. �`a. � fu� ., � '� � , '\� l f�!a.i' +T'' ''� fM . r : .i , twi, ,. .�: : _.P'n... �. �' st ' �� ti � ' ,'y � �,. � r e . r _ z�� �� + 'x . . '>'`,` , . � ' ' *?�t'}�.'+.i' ' . .., 7 - � . � - �.��, ���A �,f r eY� .. �^"'t-'-'� .1�� ,�: A � - . � � b, i "` .� 'A` r� � � � � i r� P' �e.. ..�.. Anv4t • �p c a ... �.. .. v { ... { K f��� '��� � 44 4 `, t u'I.. i. � _ �t ` ��, � ' � 1 � �..;1 � .3 f �,� � ��' �` �'L:�� � . ', { .-> � s s�. ,���,.. �`' 1. .. ° Y .� �,. � �"#'� f s� s 4.1Y }" t • � � F�t " ��3�. c n � ���- ��-> +k r'f�a�� •t ` .'��� . � ��� } s � • �' �� f f ; ` ; , M � `P � *�� ��Y �J:�� '• .~. f �� f / ��� { �i • �, ' � y � ' ` � s�;. t f . ' . 5'' i� � r tf4 �� �1 � f . r �,. `,+�� •1' 1`'. "1.�� �` i:�d'�'��V'. � R: 1' " .�� -� � ; � � +r A � � � � �.. f + + _. ��••. T�� :t � } ;'s y„ "rr 'S3` _ 'r �' � i .�r� �� �, = yY u��- �� �u` �r� 'nS�:� �? "`i � f � . �� } _� � � -0`' � ` � s �� • r �- y �'A •I' ♦ 4 . b..�v .s 1 x ♦ .� .. ��! i - y ( � � � '�.�y�� �x�F v� A ��� }��r F . . }'.t F` �� � i� Jii e �c -0', s �`r.�.�-C-^a� ` �� �;�,.. ,: 7I28/23, 1235 PM Real Property Listing Page R2al EStdte Sawyer County Property Listing PropertyStatus: Current Today's Date: 7/28/2023 Created On: 2/6/2007 7:55:12 AM �Description Updated: 2/25/2013 `� Ownership Updated: 9/30/2019 . . .. _.. __._. __ . . ... _.. _ . ._._ ._. .. ______----_.__.._-—- Tax ID: 6337 THEODORE PO7KON]AK ANTIOCH IL PIN: 57-006-2-39-04-04-1 02-000-000040 STEVEN M POTKONJAK LOVELAND CO Legacy PIN: 006439041204 MARIANNE]OHNSON MESA AZ Map ID: .2.4 ELENA M POTKON]AK CLYMER GREEN OAKS Il Municipality: (006)TOWN OF DRAPER STR: 504 T39N R04W Billing Address: Mailing Address: Description: PRT FRAC NWNE THEODORE POTKON]AK THEODORE POTKONJAK Retorded Acres: 4.570 586 HILLSIDE AVE 586 HILLSIDE AVE Cal�ulated Acres: 4.307 ANTIOCH IL 60002 ANTIOCH [L 60002 Lottery Claims: 0 'n First Dollar: Yes r Site Address * indicates Private Road Zoning: (RR2) Residential/Recreational Two 3887W MEYER RD WINTER 54896 ESN: 429 i.� Property Assessment Updated: 8/22/2016 � Tax Districtr Updated: 2/6/2007 2023 Assessment Detail 1 � � � � � State of Wismnsin Code Acres Land Imp. 57 Sawyer County Gl-RESIDENTIAL 4.570 12,500 13,000 006 Town of Draper 576615 Winter School Distrid 2-Year Comparison 2022 2023 Change 001700 Technical College Land: 12,500 12,500 0.0% Improved: 13,000 13,000 0.0% • Recorded Documentr Updated: 9/30/2019 Total: 25,500 25,500 0.0% TRANSFER BY AFFIDAVIT � Date Recorded: 9/16/2019 419891 �y TERMINATION OF DECEDEN75 INTERE57 LL?Property History Date Recorded: 9/16/2019 419890 N/A WARRANTY DEED Date Recorded: 10/9/1978 167049 hrips://tas.sawyercountygov.org/system/frames.asp?uname=Eric+yyellauer ���