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HomeMy WebLinkAbout042-1052-80-200 LOT 03` � D CST- Zozz - /,so Wisconsin Departm essleNaLServices -A Page 1 of 2 ox Division of Industryi �% l i r— \ I L�—�•--- u SOIL EVALUATION REPORT JUL 1 1 202�' accord nce with SPS 385, Wis. Adm. Code County Attach complete site pl n on paper not less than 8 1/2 x 11 inches in size. Plan must include, ST Croix but not limited to: verti al and h@41z t re en a point (B ), direction and percent slope, Parcel I.D. scale or dimensions, n rttIWQ � � distanc to nearest road. 042-1052-80-200 (Current; pending CSM) y evelopment Please n on. Reviev4d by ) D Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m / Property Owner Property Location: Paltera Land Company LLC Govt. Lot: NE /< SW /< S 19 T 29 N ame or CSM# Property Address Lot # Block # Subd. N TBD 80TH AVE 03 Pending CSM City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Roberts WI 54013 1 1 Warren BOTH AVE ■❑ New Construction Use: ❑■ Residential/Number of bedrooms 3-4 Cod erivedde$ignfl��e 600 P-D _ jI ❑ Replacement ❑ Public or commercial — Describe: _ _ _ j (//�� D je taJ t S )^ . Parent material Loamy drift over sandy/gravelly outwash (Burkhardt-Sattre) Floodplain elevation if applicable ftC_- . -a, `4_—X General comments and recommendations: Recommend in -ground "conventional" trenches at 18-24" depth with 0 5gpd/ft2 loading rate. LF = 82" (Redoximorphic features) 1❑ Boring # ❑ Boring ❑■ Pit R 18 W Ground surface elev. 97.00 ft. Depth to limiting factor 82 in. Snil Anolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-13 7.5YR 3/3 1 3mgr mfr cs 3m-vf 0.6 0.8 2 13-32 1 OYR 4/4 I-sil 2mabk mfi gs 2m-vf 0.6 0.8 3 32-58 7.5YR4/6 - Is-sl Osg-1csbk mvfr cw 1m-vf 0.4 0.7 4 58-82 7.5YR 4/4 sl Om mfr gw 1 m-vf 0.2 0.6 5 82-98 7.5YR 4/4 f1 7 9YR 5/8 fsl Om mfr cw 0.2 0.5 6 98-104 1OYR 5/6 f1d 7.5YR 4/6 Is-s Osg ml - 0.7a 1.6a ❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 3,98 in. Snil Anolication Rate Horizon Depth In. Dominant Color Munsell Redox Description I Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 *Eff#2 1 0-11 7.5YR 3/3 1 2mgr mfr cs 2c-vf 0.6 0.8 2 11-30 7.5YR 4/4 sl 2msbk mfr-mfi gs 2m-vf 0.6 1.0 3 30-50 7.5YR 5/4 - sl 1 csbk mfr-mfi gw 1 m-vf 0.4 0.7 4 50-76 1 OYR 5/4 - s-cos Osg ml cw 1 m-vf 0.7a 1.6a 5 76-98 7.5YR 5/3 - s-cos Osg ml - 0.7a 1.6a CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 06/16/22 (651) 327-0074 a ❑ Boring ` ❑3 Boring # ❑■ Pit Ground surface elev. 99.00 ft. Depth to limiting factor 87 in. Cnil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 7'Eff#2 1 0-10 1 OYR 3/3 - I 2f-mgr mfr cs 3c-vf 0.6 0.8 2 10-25 7.5YR 4/4 - sil 2mabk mfr-mfi gs 2c-vf 0.6 0.8 3 25-35 7.5YR 5/4 - I 2mabk mfi gs 1m-vf 0.6 0.8 4 35-59 7.5YR 4/6 - sl 1 csbk mfr-mfi gw 1 f-vf 0.4 0.7 5 59-77 7.5YR 4/6 - s-cos Osg ml gs - 0.7a 1.6a 6 77-87 7.5YR 4/4 - sl Om mfr cw - 0.2 0.6 ❑4 Boring # ❑ Boring ❑ Pit Ground surface elev ft. Depth to limiting factor in. Rnil Annlirntinn Ratp Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 'Eff#2 * Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, > 30 <_ 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryon Bechel 'All property lines not SYSTEM NOTES 9 Ya P Pe Y � Benchmark Certified Soil Tester: 1330832 4ADVANCED drawn are >100ft from ticntic Tank: Designer of Engineering Systems: D 2263-7 _ „ , u E: c system 1$1, Soil Boring BM2 = 100.00 Top 1" PVC pipe (15 above grade) O. ° n' all vv I � � O I BM1 = 100.00 o i Top nail in 6" Ash tree m (27" above grade) d-385, m O O O O O o6 O to proposed west P.L. **Well to be located >50ft from soil treatment area & >25ft from tanks** LOT 03 Proposed east P.L. (pending CSM) SCALE 20' 0' 40' Pmnp Tank: ISoil Treatment Arra: -Recommend in -ground "conventional* trenches at 18"-24" depth with 0 5gpd/t loading rate -Depth to restriction = 82" (Redozimorphic Feahres) -contour =100 00' -Slope =11 °h Distribution: LOCATION MAP (not to scale) o - ,�" o Q I ------R/w 80TH AVF- I R/y PREPARED FOR: _ M R/V ^,.�Palters Land Company Site Address: TBD 80TH AVE Roberts, WI 54013 _ PID: 042-1052-80-200 ±18.73 — — Legal: Lot 03 proposed CSM R/y NE 1/4 SW 1/4 R/V _ — — S19 T29N R18W Town of Warren Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The soil treatment area must remain protected from disturbance and/or compaction before and after construction. Scale: 1" = 40' Date: 6/16/22 No WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE 70 FUNCTION INDEFWRFLY. m must be proWy maintained. Review your em's ement pion for Information an proper care and maintenance. CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW Y4 OF THE SW Y4 AND IN PART OF THE NE Y4 OF THE SW Y4 AND IN PART OF THE SE Y4 OF THE SW Y4 OF SECTION 19, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN, BEING LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4854 RECORDED AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. GENERAL NOTICE STATEMENT THE PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS (I-E., WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF WARREN FOR ADVICE. UL I I'�_A MM W(aCORNER SEC. 19 S89'15'42"E 5291,66' S89'15'42"E 1770.74_ NgI 25SE I 1 EAST -WEST QUARTER LINE OF SECTION 19 C� O (� ° O (D Qc5 Q I Lo I O 0 w z z s I N89.15'4 "W 594.04 ' 1 I 24"'59' 225.71' 119.77' rn I LOT 1 LOT 2 t� I 2.89 ACRES 3.16 ACRES 2.74 ACRES iq 3.01 ACRES � j Lr) (EXCLUgNG a) (EXCLUgNG RIGMOF-WAY) ^ RIGHT-0F.WAY) N I LJLn I N m Owl N W C LD - 8.733 AC ES 18.23 ACRES I Ln O "% Q y In (EXCLUDING © I I O ADJACENT O L� (n W w W r� DRIVEWAY 00 RICHTOF.wnr( 3w¢ 1 0 I N 0 v S68. z E o 796 74' z 3 �d 83, 3g 7 It 7.69, 7 3q'86, 7 n 338390 F, 4 � w yj Z N J N � � W W z co OMOO Q p U �zzz v s w=) ��w0 U LU fr = LL f n it 0¢U(n SCALE IN FEET I. 0 40 80 ) WETLAND ~ W ow w 3 x 00 0, a W n o' 3 V) �= r NE -SW tl m 3'39"EI rnjp p SE-SWcq 844 CENTER OF SECTION 19 ALUMINUM MONUMENTFOUND 842 QQ'22"E 0.41' FROM COMPUTED POSITION S89'15 42 5'42"W 898,92' A2622.00' n O rM U 3 LOT 4 Lu, 14,56 ACRES �o U7 7,1 14,19 ACRES w M O (EXCLUCNG Z rl O ORIGHTOF-WAY( J N v w O o QOf Q Z p O N O n N w L0 O O N O O - cn_--- p_ rn w� Z U I w 0 1i1 U LU w CI 5 n z 16 v 484. 91, �Up-581'09'39"E 4 a9 24'� M Ukro,Lp0 849.49' _ _w LEGEND An�p� A i"/g N UE r - FOUND COUNTY SECTION CORNER MONUMENT (AS NOTED) FOUND 1.25'. OUTSIDE DIAMETER IRON PIPE FOUND 1" OUTSIDE DIAMETER IRON PIPE SET Yq' X 18" IRON REBAR, WEIGHING 1,50 LBS. PER LINEAR FOOT PREVIOUSLY RECORDED I 6-O �o _ N S Y4 CORNER SEC, 19 N NOTE: SECTION CORNERS SHOWN HEREON HAVE BEEN FOUND AND VERIFIED WITH TIES OF RECORD AND PUBLISHED ST. CROIX COUNTY COORDINATES. FIELDWORK COMPLETED05/06122, SLAND JOSEPH GRANBERG PALTERA LAND COMPANY LLC. DRAFTED BY: JMS SOLUTIONS 1428 134TH AVENUE 746 PACKER DR. JOB NO.207-002 SHEET NEW RICHMOND, WI 54017 HUDSON, WI 54016 DATE: 05/26/21 1 OF 2 u. � r � ( '���"'Jf �3 � � �rrr�i�), ,Y/t '� •�1w �� �y .. / tli f +i�! .i�_ :. �K ._�. i ,�.^-. `' ��}�~'` '�. �,i '•�� `--��3:�� ,L'. 't � �� f 1� � -' . rf°" 6,t�? - .� `'�-r� �,:. '-L -"''.-�"_'✓' f! t l { ?� . � \+,.--- �. ,i �'x. ��i,-.ate -'`„' '. µ, 'y �: 4 4 � _ I + i y tf"�-,�"++..��. `F� fl) �r�y � y.},' Y, if "*+���_r,X' ✓ Z\ � � � ��P' � �`f ,,,.•� /f �'"� _; ty�r.,, �"` �. �l�yFj i �. �� f'�t� �f��-,���'a.. � �,f �,� �, �/J � " '^-- ;,_w��'t'ca.."�'� � �1', '� —�. ' ,^.!' � .y 'i9 � f�,frr'^,.1 � fJ���,� ,1'.'' 7 �. u� '...+.' .�� �(' V' � ��j� �,../� +t F ��; �I r' �� J f �•� r f, `j ORAC�, Y m SOILS & SLOPIt MAP LOCATED IN PART OF THE NW %4 OF THE SW %4 AND IN PART OF THE NE %4 OF THE SW %4 AND IN PART OF THE SE %4 OF THE SW %4 OF SECTION 19, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN, BEING LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4854 RECORDED AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. R -EC - E �WFB, JUL 0 b 2022 St. Croix County mmunity Developr ,!�S(),-3LdD-a3,6 GENERAL NOTICE STATEMENT CONTIGUOUS BUILDABLE AREA THE PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, LOT AREA EXCLUSIVE OF LIMITING FACTORS INCLUDING COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS SETBACKS, WETLANDS, AND SLOPES > 25%. (I.E., WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, LOT 1 = 2.2 AC, LOT 3 = 15.6 AC. ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL LOT 2 = 2.2 AC. LOT 4 = 12.0 AC. CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF WARREN FOR ADVICE. UNIPLA77EDD LANDS S I Q II oil i i di o 4. VOL�I - ij, Iloll LOT 4 Al LOT 1 LOT 3ED It SOIL OI i I II 1 w a, w aLEGENDo w o o _OSj '4 ❑ U FOUND COUNTY SECTION CORNER W Z z � N ALUMINUM MONUMENT p Z ® FOUND 1.25" OUTSIDE DIAMETER IRON cnL)LLU� PIPE U) W 5 uj FOUND 1" OUTSIDE DIAMETER IRON H O ¢ U ED PIPE LBS. PER LINEAR FOOT NOTE: SECTION CORNERS SHOWN HEREON HAVE SCALE IN FEET 1.50 ® SET X 18" IRON REBAR, WEIGHING BEEN FOUND AND VERIFIED WITH TIES OF F­9 EnoRECORD AND PUBLISHED ST. CROIX COUNTY 6 40 80 ) PREVIOUSLY RECORDED COORDINATES. FIELDWORK COMPLETED 05/06/22. G) LAND SURVEYOR: PREPARED FOR: S SOLUTIONS JOSEPH GRANBERG PALTERA LAND COMPANY, LLC. DRAFTED BY: JMS 1428 134TH AVENUE 746 PACKER DR. JOB NO. 207-002 SHEET iGkAA/BERGc4 SONNENTACa, NEW RICHMOND, WI 54017 HUDSON, WI 54016 DATE: 07/05/22 1 OF 2