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HomeMy WebLinkAboutCST-2023-373 032-2039-30-025Department of sJ1. ors afe yand [i�' 2 7SOIoLdanceEVALUAwith mmON REPORT # Page 1 of7 Professional Services GS - Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8/2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and - ----- -- - percent siope, scaie or dimensions, north arrow, and iocauon and distance to nearest Please print all information. .� Part of: 032-2039-30-025 Re D ate - Personal information you provide may be used for secondary purposes (Privacy Law, s, 15.04 (1 ) (m)) Property Owner Property Location Studnicka, Joseph & Amy Rev Trust _ Govt. Lot SW1 4, SW1/4, S10, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name o CSM# 590 132nd Ave. 4 GSM Pending City State Zip Code Phone Number - City Village 'Town Nearest Road Somerset I WI 1 540251 612-388-0914 Somerset 160Th Ave New Construction Use. Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement L_^' Public or commercial - Describe: Parent material Glacial Till LAppy Series) Flood plain elevation, if applicable NA/r ` ft. General comments Area is suitable for a mound system. System elevation is 91.70' based off the contour line established at 90.70'. Depth to limiting and recommendations: factor is 24'. Slope of the area is 14%, - - -- - - -- -k #i ' Boring # ', - Boring Pit Ground 91.65 surface elev. ft. Depth to limiting factor 24 in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in, Mimsgll 111 b r;nnt C;nlnr r:r. CZ Ch e FfF*, I •cwxl 1 0-18 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 2 18-15 10yr4/4 none sicl 2msbk mfr gw ivf 0.4 0.6 .1 15-24 10yr4/4 none SO lmsbk mfr gw lvf U.4 U.b 4 24-30 7.5yr4/6 c2d 7.5yr6/8 7.5yr6/2 grs] lmsbk mfr cs ------ 0.4 0.7 5 30-52 5yr4/4 m2d 7.5yr6/6 7.5yr6/2 grsl g Om m fi ---- ----- 0.2 0.6 _ f--1 2 1 Boring # U Boring Pit Ground surface elev. 91.80 _ g. Depth to limiting factor 26 in. ISoil Application Rate Horizon Depth in. I Dominant Color Munsell Redox Description Qu. Sz. Cont. Color I Texture Structure Gr. Sz. Sh. ' Consisten Boundary Roots GPD/ft2 "Eff#1 "Eff#2 1 0-6 10yr3/4 none grsl 2msbk mvfr as 2vf 0.6 1.0 2 6-10 10yr4/4 none grscl 2msbk mfr Tgw 1vf 0.4 0.6 3 10-26 7.5yr4/6 none grsl lmsbk mfr gw 1vf 0.4 0.7 4 26-52 7.5yr4/4 c2d 7.5yr6/8 7.5yr6/2 grsl Om mf ---- ------ 0.2 0.6 ` Effluent #1 = SOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt _ _ 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 12/21/2023 715-760-1978 SBD-8330 (R.07/00) Property Owner Studnicka, Joseph & Amy Rev [-o, T 'I" Parcel ID # _Part of: 032-2039-30-025 Page 2 of 4 r���I � ; ui— I ' Boring # �,' Pit Ground surface elev.. 87.45 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description Texture Munsell Qu. Sz. Cont. Color Structure Gr. Sz. Sh. Consistence Boundary Roots I GPD/W •Eff#1 •Eff#2 i U-y 1Uyr.i/.i none sii none sil c2d 7.5yr6/8 , �„ grsl Lmgr mvtr mfr mfr as 9w gw LVf 1vf ------ U.b 0.6 0.6 UJJ 0.8 1.0 2 9-25 10yr4/4 2msbk 2msbk 3 25-30 10yr4/4 4 30-41 7.5yr4/6 c2d 7.5yr6/8 7.5yr6/2 Lsl imsbk mfr cs ------ 0.4 0.7 5 41-56 5yr4/4 m2d 7.5yr6/67 5 r6 2 grsl Om mfi ---- ------ 0.2 0.6 T-7 r-1 boringBoring # pit Ground surface elev ft. Depth to limiting factor in. - Soil Application Rate Horizon Depth in. Dominant Color Redox Description Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots I GPD/ft' Eff#1 •EffA2 Boring Boring # pit Ground surface elev. ft. Depth to limiting factor in. — Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fts •Eff#1 'Eff#2 • Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L • Effluent #2 = BODS < 30 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-8330 (R07/00) Schmitt Soil Testing, Inc. 99, 51 8' 221' ' 15' 1 253.53' (Not To Scale) BM 1 99, N 240' 37' eg t�. 14% { { { 217.SLOPE• { { B3) { { 199, BM 2 I 69 { B2 { 87 91 � 93' BM 1 100.00' Top of 2" PVC Pipe V = rqQ. BM 2 95.96' Top of 2" PVC Pipe Contour Line EL. 90.70 Contour Line Length 100' Conducted for: LOT 4 Joseph & Amy Studnicka Revocable Trust 590 132nd Ave. Somerset, WI 54025 LOT 4 Part: of PID: 032-2039-30-025 SW1/4 SW1/4 S10 T30N R19W Town of Somerset 503.66' (Not To Scale) 160TH AVE W Z J I— ^W LL a I— U) Q W SEE PAGE 4 of 4 FOR FULL VIEW OF PARCEL t& VICINITY Conducted by. Tho as J. Sc itt CST 2 Z742��� 12-21-2023 LOT 3 4--8.52' St Croix County, WI I-egend Lakes and Rivets Rivers and Streams o.m Pertm.l Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way nmroon � R.i,oea P�v.t. ROM R�mJ�M V. —I ROW Railroads Conveyance Division 0 20 40 60fl DISCLAIMER: This map is not guaranteed to be accurate. correct, current, or complete and conclusions drawn are the responsibility of the user. 12r2Z23 +.D PM St Croix County, WI a It Legend CO y Sections Lakes and Povers Rivers and Streams PrrreN Interslates US Highways u-- o: State Highways y County Highways Local Roads '' Rustic Roads Ramps +erk. Road Right of Way _ �eawo.,se P.aasa n�a mL&Pn.a •?) V�o1eE ROW Railroads Conveyance Division 113° r .'gypY ° ° € N ° • ►;` f 0 100 200 300ft DISCLAIMER' This map is not guaranteed to be accurate, correct, current, or complete and "" conclusions dravm are the responsibility of the s.., user. . tr xf ; ;.�,e.:wrm�+rx-�er'�wrs ,-,s - 3.. ie'a, •`. "'!1�4' i -" :4K j 44 CERTIFIED :SURVEY MAP LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN. S88°09'S0"E 359. 5' SCALE: 1 INCH - 2W FEET Ld I z_ 200 100 0 200 _ ^I Q N Lm Qtcc UHPLATTE DD LANDS W LOT 3 3.02 AC C EVSIING DR(WWAY',, !y z = d S89°42'04"E 1303.22' Z /J' S89'42'04" 940.53' C311.44' a9o.s3' 340.00' 110.00' i 472.69' � N CENTERL/NE�TZY' EXISITN p� � DRIVEWAY c; m ' a LCT4 5.01 AC e \ <" 2 `L� AC LOT 2 CENT LEE \ 5-04 AC 63RD TREET — - -- 503.fi6' — 340.00' _ 466.22' m - 504.70' ��— — — 340. 3'-- S89'26'18" 1366.06' 160TH AVENUE I y ti UNPLLATTED I�©u LU u � I I Lu LANDO I LOT 2 LG4 3 +x oc VOL. '02 VOL. 30 I CERTJ OFEDI SURVEY MAP m �- PO� 3463, PO° 6"C&-fa, ,WC)LM'VE �,I�]Y PA(Irr 6 Z�977 THfS INSTRUMENT WAS DRAFTED BY: JLV JOB NO. 8359-001 DATE: DECEMBER 28, 2023 SHEET 1 OF 2 CERTIFIED SURVEY MAP 0 LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE Z SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN. 0 G o W PREPARED FOR: l I / J �/� )�� i \ LEGEND f N > JOSEPH & AMY STUDNICKA SCALE: 1 INCH = 200 FEET 50' S0 - /� �r , j f �' FOUND COUNTY SECTION CORNER MONUMENT, AS NOTED y W REVOCABLE TRUST r S8H° lL r iE 359 \ 2 rf % • FOUND 1 INCH OUTSIDE 3 3 0 ¢ o 590 - 132ND AVENUE SOMERSET, WI 54025 200 100 0 200 \ DIAMETER IRON PIPE VERTICAL CONTROL DATUM: NAVD 1988 (D FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE CONTOUR INTERVAL: 2 _ z o W SURVEYOR: FEET O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG o LL z = W N o TY R. DODGE AUTH CONSULTING & ASSOC. / �' cam, I (I IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT zi I m a u 2920 ENLOE ST. SUITE 101 LOT i ¢ c� y� I K� ����I�I ♦ SOIL BORING NORTH HUDSON, WI54016 w L �� C.A.A. = 2.1 ACRES_ '�� o t it �� /,� - - BUILDING SETBACK LINE p Co (�� - \\�\ FRONT: SO FEET 7-1 €xlslrNc iR \\ jj SIDE: 10FEET \ o � ^' � ` � \ REAR: 25 FEET S89N2' 4'IE 1303.2v vi 1 ` —I �j /-125�.9j'" \ 1\I R �`\\\ lf l�-.362.69' —940— INDEX CONTOUR \ 1 4'/ 0 S31� / - 311.44'_'-0 ` I�� \@@@,�..,a�� *C _ S89 42 0 �� �\ 1\I \ - - - - - - - INTERMEDIATE 2 - FOOT CONTOUR `. ;s� 421.44" _ 472.69' C.B.A. CONTIGUOUS BUILDABLE AREA Lora -% �,' �� ,� sn a ��I�rl�ril v �oxi9ITN S i WELL i _. Y B `� \ �� �� .ice LOl 3 _ LOT Z C.B.A. = 3.5 ACRES _ f 1 y i� � 12% - 25%SLOPES �ylf U� w 2 w m ,ETANDv� 2 wLlu\ C.B.A.=2.6ACRES (Af PROXIMATIE C B.A. = 2.6 ACRES CC d /AV — PROPOSED SEPTIC AREA 59UTH LINE �,%� 3 r 3. g SS/4-CORNER3ECTION 10 -/ i i '� SWI/4 - S r_ �, °48'60"E2's0� t J, �.. �,t,./ -- - T f :� - i� _ ,3036�_ ° t(�y� �� - _340_ - 466Z2'� G�// Q� L I A V 1248.27' ` ,5 % \� \ Eft L/NFfj% bNE 63RD ST. / 1 OT�I AYE T STRE �ET � fU N p L Q T -TE D / NO SLOPES 25% OR GREATER (�I� l33' EXIST ON THIS PROPERTY j Of CONTOURS, SLOPES, C.B.A. & SOIL BORINGS THIS INSTRUMENT WAS DRAFTED BY: JLV JOB NO. 8359-001 DATE: JANUARY 2, 2024 yr—JARNEFELD — �` - � U32 2fl itijun�;GERMF 4 <, `#"- z - STUDNICKA AERIAL MAP w++wi;' ' 032=203514 2-203en1`0 HOPKINS e = LARSON 4w�. 10 8 30N 19W� « ro 30N'19W 032 203S To too a >* '4 = st �. i HOPKINS � 031-20s, uu 01ju �F uJ22039-s{, n25 HALVORSEN 4 L x 7777 f ' a,2 2052 sc asu p 1 • S� ;. ( WARMAN a unn5 30N 19W 20 v, onn rosr--zo to tao m - ,2 3 BRFAULT ��ESCHKE md) COLLING JUN'30N 19W t. . `.`�',. -A. 6T