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HomeMy WebLinkAbout032-1072-90-100 Lot 2L APR 03 2023 • cor.w. Deparrn. co,-Imerz* 1 SOIL EVALUATION RE -FOR' Page 65 2013 -Oor C 0 m rn,,j 17 D e,4�-,, j4d6& 01-, OOrn r7r %*.# 5 - V-�,: S 141'%d rr. . C;3,0 e 1 ; i County kta&., compiete site pfan or paper nv. iess. than '42 x in.;-:hes if-., sLze . Plan -%js' ind,j�je, bLff r*,,. lim, ftet tc: and, ?)omnzonta�, referenc* poi*' (SM.'I direction anc�- . percent siope, smie or dimvnsions, norit, arrow, an%-, locator, and� distance tc neares*4 roar. (7 C Flease print all informatiort, Reviewed ty /11 Date Pemonxi infonnstk>r vov- proves rriav be use6 tor gecoridarr purposes "Privacy, Lao -I . 115-04 1' V'. Ij I Prope-h., Cm—ser Property Locator 71 R E (o I 7L do Subd. NaT* cy OSW �f Proper&,ty Ownpe--7s i Lot 1'Blca T! I0� ' toZip. Code pha-)6 hi: -Mbe7 dearest Road -7 S,; Fesidenbai Ff Number o` beiroo" ns 3 Coje de! wrecf design 50W raE --�ai - Describe- om Re;)L Z c me _�—�__ _of Parent rraten4l Fiooc Riain eievabon. i* ap icabie ,/' �% �'"7 k art reconyrondations: bqLi V\( r , Q Zj j, C +MTe C_ _�-ElJori yp,vczerrev-Cl L are Dept, Oo-nanant CoiOr Munsefi Recbx Description t Ou. Sz. Cont or Tex I Structure Consistencel, Gr. Sz -Sh. Boundary! Root-s C31 PD It- EP11#1 *Eff#2 Z f > 1Z_ 1/42 ff I L i _T # 471 it Groundsjrfac�rc elev, A�/ 5 it, Depth to !uniting factor Rr�t Annfirntion R;rp Horizon Depth irt. Cvorn.i7.ant Color" MunseR Redox Desonption 7exture OU, SZ. Cont. C�Oior t Sbucture Gr. Sz. Sh, Consistence BouIndary, R001.,I GPD/ff E_ ffff # I ff #2 r- E f: ft L i &n B 0 Lr = a -.1, < 2 r,, m aid T S S > 3 0 < 150 k Effluent #2 = BOAD, < 3C rV& and "I SS < 30 M91 CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation kc."ondiOted Telephone Number 1432 120th St. New Richmond. W1 5401��/ �, -) �'.� 715-246-4516 C;P_ � 3 Property Owner _ Boring # Boring Pit Parcel ID # C 3 Ground surface eiev ft. Depth to limiting facto QL7 in. Page of Snit Annlinatinn R mfa Redox Description i _-Qu. Sz. Cont. Color Structure Gr. Sz. Sh.- Momair; N MELI am M . WfArYM MA FAM M 07- , M_ R 7M I �WAMN Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Sol! Aoollcation Rafe w I MW Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in. El pit Sail Annlir-atinn Rate Qu. Sz. Cont Cola Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5130 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-9330 (R.6/00) Soil Test Plot Pl Prni,,ect Name Tyler Kusz .6 Address 984 165th Ave New Richmond Wi 54017 Lot 2 Subdivision ------- NE 1/4 NW 1/4S 26 T 31 N/R1 9 W jl� Township Somerset 0Boring (D Well PL Property Line - County ST. CROIX BM or VIP Assume Elevation, 1100 ft. Top of 3/4 11 pipe System Elevation TBID *HRpSame as Benchmark D 7'TM #226900 te 3/27/23 200th Ave CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND PART OF THE NORTHWEST QUARTER OF THE NORTHEAST LEGEND QUARTER OF SECTION 26, TOWNSHIP 31 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN. NORTHWEST�COR _ \ . / y ' _� ' ' \ . l , - e � I i / E f ' J •./ r -' ,� _ U S j , ( \ NORTHEAST�CORNERZ� B-1 S TION.\~` -� n ;~ �`� -� Z �, l S/�� ` �. NORTH�1/ CORNER J SE . SOIL BORING \ \\ ! � � A, 200T f;,' N U E'� \ CTIOI`�6 , (ALUMINUM MOIV ENT) �� ? �� _i �,�_-S ° _ l � rl ACTION 26 ,? �L /- (GE'AR �IEA�D SPIKE 1 E�588 88 55 20 E 2674.99 1 11 __ ° , INDEX CONTOUR� O.D�RON PIPE) S89 08 07 E 2674.81 -- r , c -- -—. LC� (�588 55 20 E 1069,30 _ r� S C f S89°08'07"E 334.35' 2340.46' - — — - INTERMEDIATE 2 -FOOT CONTOUR 1337.50 ,- - = - --- -- 420.1'� - `-` — = — NORTH LINE Z� W 1� 4 l 1� �- o . T � � � r � ! ° � c „ � -- --- � - - BUILDING SETBACK --- r 1 , ( \ \ SEE DETAIL A S89 05 QO E! /4 y I �� S89 0�5 0p �E 33 00 ` ,Sg9°08'07"E ) OF S CTIO 26 �-I( _ 4I E�.1z1��— `- ,\ -. O SHEET 2 36. 0 \ / l , \_ `1 CONTIGUOUS BUILDABLE AREA } i�f l e Zr \ Z \ 3.00' �J�+} c.B.A. PREPARED FOR: �; _oo -- ���� i1 �0 I N� o TYLER KUSZ 0,I. Q, N °0 °� \�� i I r- �� 1 zco THERE ARE NO St OPES O VER 2.5/o � f � � � L \\ ( � �; ( ( � � � i 984 165TH AVENUE O ` l cv -� f l IIyGRESS/EGRESS ,� — m11 'r'''' ?� �\\ ,, c — �- /' \N r 1 EASEMENT PER NEW RICHMOND, WI 54017 �= �B-2 i gg ( - t-- _ N,� � I �- _ � LOT 3 � l Doc. #324953 � .� OWNER: � \\Ln �) -,`� j) f TOTAL AREA) ( oE'c o/� ° \ �,, / "'• f 1, 304, 306 SQ. FT. (29.19J3 A R Ln i o� o 1UROGER NEWMAN \� o � 0 1B3 �� m I % r� f %'� *, au 0- o .� U 1. J etAn oo z E- u u u PO BOX 186 \�' , En O IZ J Q �u f f AREA EXCL DING RIW. / N 11.4f I �� •> SOMERSET, WI 54025 Q [] O °� r f 1-27� 8 Q. T. (29.18 CRESj. � w I ,� r c$- N �? (_ tip(. \ r i I� / �' �- ��'V, v L. SURVEYOR: ` 1 Q �` )) �l �< < ��� ��- F' \ ��' lrl {� o 1 1 t C 4. DOUGLAS J. ZAHLER rr j I' c- '� ��� \1� C ` • \ --� [i, u. i °N'AUTH CO S LTING SSOC.r��`� o� \� \� \ `, } r, r� �' J r 1 o °' auN U & A S 2920 ENLOE STREET SUITE 101 r-1 °r-+° — 1 9°04'59e E �� ��\��``�o\ °^.'` -� \\\ f- `' i l (°D m p r r' I �/ I E HUDSON, WI 54016 NI_LO m N -� u U/�-� r� j ��' " �m \ _ - c•r� ,J r �I- `i �-. -17, aC �r O i r _ �� w\ t f J `� r- — rr , e 0 _J •, L o - 4-0 LEGEND O _ °' 13 = 15.46 ACRE �_ �` f� { �I/ v o --�( %�; C� �1! \� a \ ��\ 7� 1 `� r S ,11 1 SEPT}C �m'� w .cu 2 > o r+ f L 1 °� ° a cv COUNTY SECTION CORNER LOCATION , _ 1 I ��� a \ C.B-.A.,F 6.6,3 ACRL;S � � WELL N �� � } ° �. _ I OF RECORD -MONUMENT AS NOTED o ��Q?' 2 ) {° r', r< o� \ ` l 1 / / `� �` I ` �, � .�, 3 `o TOTAL AREA: � � �� � -- �, � �,\�.- t� FOUND 2" OUTSIDE DIAMETER IRON Q` �� `\ t { % `��' �/' j. \ `�-.� '.r I� E.d PIPE � � 774, 926 SQ. FT. (17.790 ACRES) � \ � � � � �) , � � l� � f r� �, � � � -J \ �� J' � AREA EXCLUDING RIW �� �� rn r tj - FOUND 1-1/4" OUTSIDE DIAMETER — 1 m �, 5 �' ` J t, ` 5 M ' ° o C ES u o - o Q J � v �. Z 759, 384 SQ. FT. (17.433 A R ) `� i -� \ � � _,,� � �-- , .- � � �, IRON PIPE ,%t , , E m ' \\��� �� ` r r�.i -� 90 4 rn Cr ° o• an FOUND 1" OUTSIDE DIAMETER id U r L ,. m ` `r �( \ I1 r 1 \ i l _,n �`-.� ©� �1 } �o - �t air o 'E \ 1 ( r =s _ IRON PIPE � / � � ► � � .f, � o � o -° � In SET V OUTSIDE DIAMETER X18 LONG IRON W 'y 'j _ } I ���J r 0 0. I N / PIPE WEIGHING 1.13 LBS./LINEAL FOOT -�I I , �� ° \ w 1 v x x EXISTING FENCE LINE — L 1 ( a, 1 t �� L / cn j FIELD WORK COMPLETED: G . �-�, d��1�/" ./ NQ ',N ��� 9©,\\ �`�.c�oi% °� ", .-a �., `� } � SOUTH �V 5 E 1 j �VW�4 l \� \ lS ` \- \,_ �ji Lu _ru N / �DCTfON `\ 80THE NORTH LINE OF THE NW 1 4 OF ' ' � "l� ��� ` i � frl �) r 1 10.42 _ oSECTION 26 BEARS S88°55'20"E `� S- 684.74 -�- r_ ��� 1 SEE DE1 B\ )Gn'449.56_ 'J°O (- 649.11 - / v-� i S EET/LAS REFERENCED TOTHEST. CROIX /_ �` r204.46' 368.58`'` 280.53 �- E'•c•� ( `' COUNTY COORDINATE SYSTEM \ �� �� �`` -- ^— % N89°11'25"W 1333 8�' f t4 ' r ,1�1 \ �� ° r 3 r� v -N89 17 45 W 330.89 SCALE: 1 INCH = 250 FEETvT/L© r �. L m CO rA,4;. X11 ���,1 r E,--.- ---r .3\. �-' I��� T ��� T 33 `rn (, -� SOUTH 1/4 CORM R \ ` F LNI II�ON PIPE S800 27 E,� J ^1 r e�t �\ `\ /� SECTION 26 250 125 0 2-50 NORTH ��� I� 20.79' FROM LOTCORI����'" - P I N E C L I F F S F C O N D A D D. (ALUMINUM MONUMENI 1 CONTOURS, SLOPES. CBA & SOIL BORINGS il 0