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HomeMy WebLinkAbout042-1052-80-200 Lot 02 (2)CST- 2o22 - JYJ r Wisconsin Depa J!(e ices Page 1 of 2 Division of Indust 1 FR__ -t SOIL EVALUATION REPORT J U L 11, ?0??, In acc rdance with SPS 385, Wis. Adm. Code County ST Croix Attach complete sit plan on p not I s than 8 1/2 x 11 inches in size. Plan must include, but not limited to: ve is anb� Ice point BM). direction and percent slope, Parcel I.D. scale or dimensions n ce to nearest road. 042-1052-80-200 (Current; pending CSM) Please print all information. Revi ed by I Da e �r Personal information you provide may be used for secondary ur oses Privacy Law, s 1 5.04 1 m �~ Property Owner Property Location: Paltera Land Company LLC Govt. Lot: NE '14 SW '/4 S 19 T 29 N R 18 W Property Address Lot # Block # Subd. Name or CSM# TBD 80TH AVE 02 Pending CSM City State Zip Code Phone Number [ City ❑ Village 0 Town Nearest Road Roberts I WI 154013 I 1 Warren 80TH AVE New Construction Use: 0 Residential / Numberof bedrooms 3-4 Code derived de ign flow ra e 600 PD ❑ Replacement ❑ Public or commercial — Describe: �,�f r �p,�►'� �' Parent material Loess over loamy drift over sandy outwash (5attre) Floodplain elevation if applicable NA ft-To ku.. K General comments and recommendations: Recommend in -ground '"conventional" trenches at 36" depth with 0.7gpd/ft2 loading rate. LF = >96" (observation extent) 1 Boring # ❑ Boring © Pit Ground surface elev. 100.50 ft Depth to limiting factor >96 in. Soil AoDlication Rate I 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 0-9 1 OYR 313 - sil 1 msbk-1 mpl mfr cs 1 m-vf 0.4c 0.6 2 9-21 1 OYR 5/4 - Sid 2fabk mfi gs 1 of 0.4 0.6 3 21-33 7.5YR 4/4 - s1 1 csbk mvfr cw - 0.4 0.7 4 33-47 7.5YR 4/6 - cbs Osg ml cw - 0.7a 1.6a 5 47-60 7.5YR 4/6 - grcos Osg ml cw - 0.7a 1.6a 6 60-96 7.5YR 5/4 - s-grs Osg ml - - 0.7a 1.6a 2 Boring # ❑ Boring Pit Ground surface elev. 100.00 ft Depth to limiting factor '100 in Snil Armlication 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 0-9 7.5YR 3/3 - I 1 mpl mfr cs if-vf 0.4 0.6 2 9-18 7.5YR 5/3 - sil 2fabk mfr-mfi gs 1 of 0.6 0.8 3 18-32 7.5YR 414 - sl 2fabk mfr-mfi cw - 0.6 1.0 4 32-58 1 OYR 4/6 - cbs Osg ml cw - 0.7a 1.6a 5 6 58-77 77-100 7.5YR 414 7.5YR 5/3 - - grcos grcos-grs Osg Osg ml ml cw - - - 0.7a 0.7a 1.6a 1.6a - , . , a.. .-, — .--. . , - n ., ra - - - i l _ .- -i T Cc + — -3 n .- 1 r-n w, , / C r-MUent * i - ©vLJ, - y->U `— 4 4 U I I ly I d I I U I %D%D � -.0 � I.AJ I 1 1 L- l-4%-I IL 7T4- vvv, — •• -..- -- - - 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 SBO-8330 (R04/15) ❑ Boring � 3 Boring # ❑■ Pit Ground surface elev. 97„ft. Depth to limiting factor '9fi in. Anil Annliratinn Rate Horizon 1 Depth In, 0-12 Dominant Color Munsell 1 OYR 3/3 Redox Description Qu. Az. Cont. Color - Texture sil Structure Gr. Sz. Sh. 1 msb1-1 mpl Consistence mfr Boundary cs Roots 2c-vf GPD/Ft2 *Eff#1 0.4c *Eff#2 0.6 2 12-31 7.5YR 4/4 - I 2fabk mfr-mfi cw 2c-vf 0.6 0.8 3 31-46 7.5YR 4/6 - Igrs Osg ml cw 1 m-vf 0.7a 1.6a 4 46-78 1OYR 5/6 - s-grs Osg ml cw - 0.7a 1.6a 5 78- 7.5YR 5/3 - s-grs Osg ml - - 0.7a 1.6a 4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I Cnil Annliratinn Patp 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 5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. -(Znii 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 s 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L Designer: Ryon Bechel *All property lines not 0 Benchmark SYSTFM N0,11TS Certified Soii Tester: 1330832 ADVANCED V 1-"% drawn are >100ft from SvpticTank: Designer of Engineering Systems: D 2263-7 system � Soil Boring L 4- 4- 4- 01 20 401 I—S BM2 = 100.00 Top nail in 22" Elm (56 above grade) 4, + BM = 100.00 + Top 1" PVC pipe (28 above grade) 'conventional" -Recommend in-groind trenches at 36" Proposed east P.L. a (pending CSM) depth with 0 7 gpd/t loading fate -Depth to restriction >96' (observation extent) -Contour = 100 00' 0? 100.50 __2 -Slope = 7-11 Ok Proposed east P.L. (pending CSM) + Distril)utiolv. 0.� 0� a—. LOT 01 0- 0WOOD S 7] _T_ E' LOT 02 Tree line + LOCATION MAP (not to scale) + -4- + + 14 4 Q_ + Well to be located >50ft + + from soil treatment area & -4- + 0 - _j 0 0 j 0 *4- -9 c o >25ft from tanks** + 80-VH AVE PRFIIkREI) F(W: + + LOT 03 Paftera Land Company 13-4BR Home, _+_ — I Site Address: + + TBD 80TH AVE Roberts, WI 54013 ±3.16 Ac. PID: 042-1052-80-200 P, L Legal: Lot 02 proposed CSM NE 1/4 SW 1/4 S19 T29N R18W Town of Warren C-rtified 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. NO WARRANTY IS MADE THAT THIS SYSTEM WILL GONnNU1E M FUNCTION INDEMISIMELY. System must be properly maintained. Review your rystem's nxwoogeffwft plan for information on proper care and maintenance. Scale: I" = 40' Date: 6/16/22 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW %a OF THE SW %a AND IN PART OF THE NE %a OF THE SW %AND IN PART OF THE SE %a OF THE SW %a 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 CENTER OF SECTION 19 ALUMINUM MONUMENT FOUND W%, CORNER _ S8 1 ` ,-1 "E SEC 19 «� � �q4 r,, , 2"F 0 4" �Krlr;1 COMPUTED POS! i fON S89 � 5' 42"L 5291.66' "; S89'15'42"E 1770.74' N89`15'42"Vd 898.92' 2622.00' [EAST I -WEST QUARTER LINE F SECTION O 19 y O I O © 6�9 - C) ©cn 1 © rn r �p cD W I `n In f O I w [n Prq z O� z a rn r'7 N89'15'4 "W 594.07' co © Ln — I 248.59' 225.71' 119.77' LOT 1 I LOT 2 LOT 4 w T I I 2.89 ACRES 3 16 ACRES - 14 56 ACRES O 14 19 ACRES Lu © rw7 J u 2 74 ACRES r� 3 01 ACRES ;EXCLUDIr ExG-,-,[ trG Lr7 iEXCLUDNG AAY, Z r, P Iwo RIGHT-OF-WAY} (� RIGHT-CF.AAY) o CcF�1CGhiT-OV O LOTS w N o I _ I CV C7) © r w Z i c0 -_ 18 73 ACRES 18 23 ACRES f` tY Q Z ADJACENT C7 ) 0 lz Ll.! f� R°C;HT-`CF lOvAY• O N I Q DRIVEWAY CO W WETLAND j 07 I O o+ a (S68s3 z oLu w w t o N �� 4p 34 z g6.8 , l' f�3 7 4 00 w � m ;n r < �, w i� 0 7g� j�I �! S1. g9 i� o c, O !SF S � < 8� a' 4. �_ �,, ^N - C2 3 - -�-T - 89, E` er _ �jl NE -SW - - 1 U) __ _. _.__ -. -587,09'39"EI Gn)o �� SE -SW _ -m rl) O Q - U}---- 335 844.16' �.25" `� ,� 484 �- ---__ - _ - Q( U) 0 0 LEGEND - QO'- o- D O Q p © FOUND COUNTY SECTION CORNER �_ O U7 m z z � MONUMENT (AS NOTED) S /.� CORNER CD CD � w D O FOUND 1 25'" OUTSIDE DIAMETER IRON SEC 19 U) U) Lu PIPE w � FOUND 1" OUTSIDE DIAMETER IRON � O d � U) PIPE SET 1.," X 18" IRON REBAR WEIGHING NOTE: SECTION CORNERS SHOWN HEREON HAVE SCALE IN FEET ® 1 50 LBS PER LINEAR FOOT BEEN FOUND AND VERIFIED WITH TIES OF RECORD AND PUBLISHED ST CROIX COUNTY �- 40 80 ( ) PREVIOUSLY RECORDED COORDINATES FIELDWORK COMPLETED 05/06/22 SURVEYOR: PREPARED FOR: LAND SOLUTIONS JOSEPH CRANE --RG PALTERA LAND CO.MIPANY. LLC DRAFTED BY JMS 1428 134TH AVENUE 746 PACKER DR JOB NO 207-002 SHEET i5ls NEW RICHMONC WI 54017 HUDSON WI 54016 DATE 05/26/21 1 OF 2 , E a { s , .v . � �{fir•—,w x • . S `sue 4 . € Y ,h �.� _ .. t. �E :�"mil ,. :., � , '_ � , � e. _ , �. - i �a�-.,-.-*.$`•` -'aa''o F ` r � a " P e 1 i y v , „ .ti 7 JJ c p F - e I : � � ''� T � # ,�,� � � t,r !� , [j t.. � ., _ .ram' � � � °f•-,,._ y r •. • trt ..+-- "t i" ..--... '+� wry-` �' '�. :3 _._ �„� .... � _ `Y'.,�' awn... ' � • � � , i y— a •, 4� } r - } � ar e 1 : '•"� a- t. to � � .... i.F: - � T— - � J �. .. J' .'�.. - �-"�°"s,®4,'... .._ , € 3 ' '. _. r f 4 • ` V 9F . PIC off 011 jj IWO ir If t a lit yINIL.to a r , r �, � i � �� 4 'y4Ty �� � � � _. � • !`'tea_ oe t� 1A ' • _ 9 a g €� T s f � 4 c a r y 7 - W4- t. • ti E 4 t . � 1 � = <� t it , 4� .. , • '� s, - y- '__.,,.-.. .' - a . r. '� � 1 '�• jr+.y�.. ��. '_v� e.- �s -''tea �' '">#' ..e� .�� � e � '� 4 _ 9 e' - - , �'+. y t ..as+•-�a"._.'} �4 -"f..n S.__.•'�:3� B �' � 7 _ 1 � 1.4 �,4 €` �1i_�p; � a o. L d` a r y( a > , Y y c'7! RE -- — SOILS & SLOPIt MAP JUL 0 202?. LOCATED IN PART OF THE NW Y40F THE SW Y4AND IN PART OF THE NE Y4 St, Croix County OF THE SW Y4 AND IN PART OF THE SE Y40F THE SW Y4 OF SECTION 19, 1� op Community Development L�� T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN, BEING LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4854 RECORDED AT THE ST. CROIX COUNTY REGISTER OF DEEDS ��'l - OFFICE. GENERAL NOTICE STATEMENT CONTIGUOUS BUILDABLE AREA THE PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, LOT AREA EXCLUSIVE OF LIMITING FACTORS INCLUDING COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS SETBACKS, WETLANDS, AND SLOPES > 25%. (I.E., WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, LOT 1 = 2.2 AC. LOT 3 = 15.6 AC. ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL LOT 2 = 2.2 AC. LOT 4 = 12.0 AC. CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF WARREN FOR ADVICE. UNIP�LAT�TED LANDS L 04600 of4 ko- 1, Ax m LOT 1 LOT 2 :Olt 80'RINGS SOIL BORING$ 01 SCALE IN FEET 0 40 80 5LAND SOLUTIONS LEGEND— FOUND COUNTY SECTION CORNER ALUMINUM MONUMENT FOUND 1.25" OUTSIDE DIAMETER IRON PIPE FOUND 1" OUTSIDE DIAMETER IRON PIPE .31 T: SET 3/4" X 18" IRON REBAR, WEIGHING NOTE: SECTION CORNERS SHOWN HEREON HAVE 1.50 LBS. PER LINEAR FOOT BEEN FOUND AND VERIFIED WITH TIES OF RECORD AND PUBLISHED ST. CROIX COUNTY PREVIOUSLY RECORDED COORDINATES. FIELDWORK COMPLETED 05/06/22. SURVEYOR: PREPARED FOR: JOSEPH GRANBERG PALTERA LAND COMPANY, LLC. DRAFTED BY: JMS 1428 134TH AVENUE 746 PACKER DR. JOB NO. 207-002 SHEET NEW RICHMOND, WI 54017 HUDSON, WI 54016 DATE: 07/05/22 1 OF