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HomeMy WebLinkAbout042-1052-80-200 Lot 04 (2)f .. w,.. 5T, moo,, Wisconsin Depart ty ro, M flces Page 1 of 2 Division of Indust -- - SOIL EVALUATION REPORT J U L 112027 In actor ance with SPS 385, Wis. Adm. Code Count y Attach complete siteLan on p er 1/2 x 1 inches in size. Plan must include, ST Croix not limited to: vertl��i ��p Iegs4*,3.,-.!�LLA,1%_e ( M), direction and percent slope. Parcel I.D.but !t, scale or dimensions, to nearest road. 042-1052-80-200 (Current; pending CSM) Please print all information. Re i wed by Dat Personal information you provide may be used for secondary ur oses(Privacy Law, s. 1 5.041 m Property Owner Property Location: Paltera Land Company LLC Govt. Lot: NE '/A SW '/i S 19 T 29 N R 18 W Property Address Lot # Block # Subd. Name or CSM# TBD 80TH AVE 04 Pending CSM City State Zip Code Phone Number ❑ City ❑ Village 0 Town Nearest Road Roberts I WI 154013 1 1 Warren 80TH AVE ■® New Construction Use: ❑� Residential / Numberof bedrooms 3,4 Cod erive d sign flow 5xo� 600 PD ❑ Replacement ❑ Public or commercial - Describe: _ � col Parent material Loamy drift over sandy/gravelly outwash (Burkhardt-Sattre) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend in -ground "conventional" trenches at 30"-36" depth with 0 7gpolft2 loading rate. LF = >96" (observation extent) 1 Boring # ❑ Boring ❑■ Pit Ground surface elev. 99.10 ft. Depth to limiting factor >96 in. gnil Annlication Rate I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont, Color Texture Structure Gr, Sz. Sh. Consistence Boundary Roots GPD/Ft` *Eff#1 *Eff#2 1 0-9 7.5YR 3/3 - I 3mgr ds cs 3c-vf 0.6 0.8 2 9-27 10YR 3/6 - I 2f-msbk mfr cvv 2m-vf 0.6 0.8 3 27-76 10YR 4/6 - s-grs Osg ml cw 1 m-vf 0.7a 1.6a 4 76-96 7.5YR 5/4 - s Osg ml - - 0.7a 1.6a 2 Boring # ® Boring 70 Pit Ground surface elev. 95.90 ft. Depth to limiting factor '96 in. Sail Aoolication Rate Horizon Depth In. Domin-.nt Color Munseil Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz.'.h Consistence Boundary Roots GPD/Ft` `Eff#1 *Eff#2 1 0-7 7.5YR 3/3 - I 3mgr ds cs 3c-vf 0.6 0.8 2 7-18 7.5YR 5/4 - I 2fabk mfr gs 2c-vf 0.6 0.8 3 18-27 7.5YR 4/6 - sl 2msbk mfr cw 2m-vf 0.6 1.0 4 27-42 10YR 5/6 - grcos Osg ml cw - 0.7a 1.6a 5 42-80 7.5YR 6/3 - cos Osg ml cw - 0.7a 1.6a 6 80-96 7.5YR 5/4 - s Osg ml - - 0.7a 1.6a _ r-TTluent * i = Duly, , ,au = zl-u rrirL CJ11U I %DO - au = i.Ju 111VIL -- CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date Evaluati Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 06/16/22 (651) 327-0074 SBD-8330 (R04/15) Borin # ❑ Boring 100.00 3 g ❑■ Pit Ground surface elev. ft. Depth to limiting factor '� in. Inil Annlirratinn 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 0-6 7.5YR 3/3 - I 3mgr ds cs 3c-vf 0.6 0.8 2 6-20 1 OYR 3/6 - sil 2fabk mfr gs 2c-vf 0.6 0.8 3 20-29 7.5YR 4/6 - sl 2msbk mfr cw 2c-vf 0.6 1.0 4 29-48 1 OYR 5/6 - s-cos Osg ml cw 1 c-vf 0.7a 1.6a 5 48-71 1 OYR 6/6 - s Osg ml cw - 0.7a 1.6a 6 71-86 7.5YR 6/3 - grs Osg ml cw - 0.7a 1.6a 7 86-96 7.5YR 5/4 - cos Osg ml - - 0.7a 1.6a 4 Boring # ❑ Boring ❑ pit Ground surface elev. i ft. Depth to limiting factor In. FZiAnnfirntion 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 5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Anil Annlirafinn Rata 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 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L Designer: Ryon Bechel Certified Soil Tester: 1330832 Designer of Engineering Systems: D 2263-7 A DVANCED *All property lines not 0 Benchmark Septic T-Mik: T J�% drawn are >100ft from system � Soil Boring BMI - 100-00 Top 1" PVC pipe (1411 above grade) © Pump 'Tank: F_ --J= �� Q�Oo/ �~9 90 E 0 910' B112 = 100.00 Top nail in 5 IV cherry tree (47 above grade) Proposed west P.L. _j (pending CSM) ±295' to east P.L. i CST n4 ago Soil Treatment Area: -Recommend in -ground "conventional' trenches at 300-36' depth with 0 7gpd/t loading rate -Depth to restriction = >96" (observation extent) -Contour z: 100 00' -Slope = 15% IN'stribution: LOCATION MAP (not to scale) 0- Gj C "Well to be located >50ft from soil treatment area & CD 0 1- 1 0 >25ft from tanks** i Raw 80TH AVE A A F I'REPARFI) F(M: Paltera Land Company 20' Site Address: of 40TBD 80TH AVE Roberts, WI 54013 R/V PID: 042-1052-80-200 14.56 Ac. Legal: Lot 04 proposed CSM NE 1/4 SW 1/4 S19 T29N R18W Town of Warren Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The edl treatment area must remain protected from disturbance and/or compaction before and cifteroonstructlorL Scale: 1" = 40' Date: 6/16/22 NO WARRANIY IS MADE THAT THIS SYSTEM WALL CONTNUE M FUNGnON INDEFIWT&Y. System must be propaq maintained. Review pur "em's m"ement pion for information on proper care and molniteinonce. CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW %a OF THE SW %a AND IN PART OF THE NE %a OF THE SW'/a AND IN PART OF THE SE %< 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 %4 CORNER S89*-1 5'4 2"E 5291 a� "E: 0 41' �-_ROr,l COMPUTED POSITION S89'1 5'42"E SEC 19 S89'15'42"E 1770.74' .66' N89'1542"W 898.92' 2622.00' [EAST I -WEST QUARTER LINE OF SECTION 19 � , °' w 121� w Q O cn R .9- c� I o QD w LLJ Ltd ti00 n a Ln 1 z w z r� i rn I N89'15'4 "W 594.07' z "� o00 `�' 248.59' 225.71 ' 119.77' w LOT 1 LOT 2 � LET i f� 2 89 ACRES 3 16 ACRES ACRES Q 14 56 ACRES 14 19 ACRES w O 2 74 ACRES in 3 01 EXCLLEAI`JG 0) iEXCLUDrJG ,EXCWDNG Z t� RIGHT-OF-VVAY� J 0 In I RIGHT -OF MYi h RIGFjTOFWAY LOT 3 w N o I W I CV rev C w 0, W a f t -_ 18 73 ACRES 18.23 ACRES h 0� Q CD Z z I Lc) ' ' F 7 <((i O JEXCL,JPlfJG RIGHT V AY � 0 � I U-) ADJACENT 0 ct� -OF I O DRIVEWAY i. WETLAND j w O CC a o� `� cc I cncr �� S68 53 - r• N N ,4 � Z c=n Q cc W LLJ a �9683� _5114' 69 a Q �in ' U 92. S� i rs s L CD ( 83' g j j1, ww z N 1:1 �_ �w_ w&wz 11--001: am�0 d p U �ww�, z z z Lu :) x0 U wwwXw w0cr_4cn -T w CO 0� r I-O QUCIO SCALE IN FEET 0 40 80 © � - Q 1= C2cn1 cv NE -SW O S81 *0 3g„ I o,�o ,Q SE -SW 359- 25' r E; `b Cv ---� _�-; --� 4 8 4 9 1' so 9',3 99p- 849.49' - w_ _ LEGEND ?-o " FOUND COUNTY SECTION CORNER MONUMENT (AS NOTED) o S %CORNER � O FOUND 1.25" OUTSIDE DIAMETER IRON SEC 19 07 PIPE FOUND 1" OUTSIDE DIAMETER IRON PIPE 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: JOSEI'! + GRANBERG PALTERA LAND COMPANY. LLC DRAFTED BY JMS 1428 134 7 H AVENUE 746 PACKER DR JOB NO 207-002 SHEET NEW RICHMOND, WI 54017 HUDSON, WI 54016 DATE 05/26/21 1 OF 2 f ,r " - - - - - ; { , ( y { a a t _ t - i = i� mac. r , . a a4 } n t • - s _ , �tlA.,, r Oki • , -. l t _ j �, _r'-' F _r. , _ - �tF .t _ ..=a,4` •,,p f`ai' i!`i. p. PIK OF % 3 #}}� '•crt.� � Iq F ', Fti.,s' 1 �. �� � , `� �� ,. *1 4 _ - �� a� � .. -- - .C's�.- f i �r , � e;f � - _ .S ff .. k. } � _ � , •,, .. '. .e' - { iv. ' 1".+ E �' �r .. _ y •. f �'�' pit ^. l�'t �.� a ' e , :el s - p - : tl .g ' _ r � r },_`sx8�•Cq�" ,F'•.><'4..... ,. ..�";i `- * � ' �p . r" � i4 ;It,� �•i-,,,,` '���� -fi � �i� * qY i l �'# `}1 � (pie r � _ ♦�,{+. tl t XF , 1 6 z_ r _ . F .y , . - , , , A I , : i t } tl � Fr __. .. •..__ , - t � >Aas-vim .. � :-' ' '- � >- ®s IF Jok . - E F } r F . y -• t +ems` s•- - �, '. F !f _ .€ l s'#`-. ":^'++�[_ •,F` tP 1or . t � a €, y • q `wr > " e -,. _. s i i ,3 ! _ F t s�q s _x x 4 +n _ �-�sa� r4•� T tlp. 1 p - r t - z • t � - - � ! ,�,' '•��`� .,.,-'+. .--�.... .y 4 � � � �`�� r- ..�4-S� �� _��,•r� rr� _ - �, _ _ x �t -yam ��� R� , 4 ti a } Y y_ 4 a • F • t, Y SOILS & SLOPE'NIAP 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. P E7CC WED JUL 0 5 2022 St. Croix County Community Development 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. UHpL AQ 7ED LANDS 'iii�*ter I r ` I � Q r r% 'tow � �l Orev �;%wc e� - I I o ' I�o�/� , 01 / Svc--. O u no = I I ' , LOT 4 LOT 1 LOT 2 o I III,: LOT SONS eaRINGS I soya Q ! I I BORINC. �� 1 D=3I �I `! r It 40, w w �—.._. -�--__ R ul co a - -- _►'DD —_ _____ co o n LEGEND - Q ®'`--- ___. W Mp U FOUND COUNTY SECTION CORNER N ALUMINUM MONUMENT Wzzz p Uj O ® FOUND 1.25" OUTSIDE DIAMETER IRON i.L� 0 LU.JL - PIPE LU Uj w U) W ©r FOUND 1" OUTSIDE DIAMETER IRON ��¢v� PIPE SET �/4" 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 0 40 80 i J PREVIOUSLY RECORDED COORDINATES. FIELDWORK COMPLETED 05/06/22. 51LAND 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 GR,AWBERG& 50MVEAlrAG NEW RICHMOND, WI 54017 HUDSON, WI 54016 DATE: 07/05/22 1 OF 2