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HomeMy WebLinkAbout042-1052-80-200 LOT 01P A I D GS1'-2,022- �SZ Wisconsin Depa rvices K L Page 1 of 2 Division of Indus T �M SOIL EVALUATION REPORT JUL 1 12022 In acc rdance with SPS 385, Wis. Adm. Code County Attach complete sit plan on paper not less than 8 1/2 > 11 inches in size. Plan must include, ST Croix but not limited to: v rtical an8thduP0htaCce point (BM), direction and percent slope, Parcel I.D. Af scale or dimension , nC6mrrnmibVcDeWIoipaTmMisU nce to nearest road. 042-1052-80-200 (Current; pending CSM) Please print all information. Rev i we by ' a Z Personal information you provide may be used for secondarypurposes Privac Law, s. 15.04 1 m J Property Owner Property Location: Paltera Land Company LLC Govt. Lot: NE /< SW /< S 19 T 29 N R 18 W Property Address Lot # Block # Subd. Name or CSM# TBD 80TH AVE 01 Pending CSM City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Roberts WI 54013 Warren 80TH AVE ■❑ New Construction Use: ❑■ Residential/Number of bedrooms 3-4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loess over loamy drift over sandy outwash (Satire) Floodplain elevation if applicable NA ft�— General comments and recommendations: Recommend in -ground "conventional" trenches at 54" depth With 0.7gpd/rt2 loading rate. LF = >96" (observation extent) 1❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 100.50 ft. Depth to limiting factor >96 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 1 0-9 1OYR 3/3 sil 1msbk-lmpl mfr cs 1m-vf 0.4c 0.6 2 9-21 1OYR 5/4 - Sid 2fabk mfi gs 1vf 0.4 0.6 3 21-33 7.5YR 4/4 - sl 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. 98.00 ft. Depth to limiting factor >96 in. Snil Aonlication Rate Horizon Depth In. Dominant Color Munsell Redcx Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz `tff#1 'cff#2 1 0-14 1OYR3/3 - sil lmsbk-lmpi mfr cs 1f-vf 0.4c 0.6 2 14-30 1 OYR 4/4 - sil 2mabk mfr-mfi gs 1 of 0.6 0.8 3 30-42 7.5YR 5/4 - sl 1 cabk mfr cw - 0.6 1.0 4 42-64 7.5YR 4/6 - cbs Osg ml cw - 0.7a 1.6a 5 64-75 1OYR 5/6 - s-grs Osg ml cw - 0.7a 1.6a 6 75-88 7.5YR 5/3 - s-cos Osg ml cw - 0.7a 1.6a 7 88-96 7.5YR 5/4 - vgrs Osg Iml - I0.7a I1.6a 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 ❑3 Boring # ❑ Boring ,.�,... .� ❑■ Pit Ground surface elev. 99.00 ft. Depth to limiting factor >96 in. Cnil Annlicatinn 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 0-11 1 OYR 3/2 - 1 1 msbk-1 mpl mfr gs if-vf 0.4 0.6 2 11-23 1OYR 3/2 - sil 2fabk mfr cs if-vf 0.6 0.8 3 23-48 1OYR 5/4 - sil 2mabk mfr gs - 0.6 0.8 4 48-54 7.5YR 5/4 - I-sl 1cabk mfi cw - 0.4 0.7 5 54-76 7.5YR 4/6 - cbs Osg ml cw - 0.7a 1.6a 6 76-86 1 OYR 5/6 - s-grs Osg ml gw - 0.7a 1.6a 7 86-96 7.5YR 3/4 (none apparent) I -cos Osg ml - - 0.7a 1.6a ❑4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil 1 Annliratinn Rate 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 5] Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annliratinn Rat. - 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 5 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L Designer. Ryan Bechel Certified Sol Tester. 1330832 Designer of Engineering Systems D 2263-7 SCALE 20' 0' 40' F `All property lines not SYSTEM NOTES �ADVANCED P PenY Benchmark drawn are >100ft from Septic Tank: r� v; o n rn r N r r, L system Soil Boring + + + + + + + 13112 = 100.00 + + + + + + + + + Top nail in 6" hardwood tree (38" above grade) % + + + + + + + - / + + + + + + + + + I Pump Tank: + + + �+ + 4WO _ + + \ + +r + + + f5 + + + + + + + + 4 + + + + + + + + + + + Soil Treatment Area: t9,j �2 + + + + + BM1F— 100P0 + + Recommendin-ground'conuentional'trenchesal54' O TOP 1" PVC plj� depth with 0.7gpolR loading rate } I } + t-I- -I- -Depth to restrichon =>96' (observation extert' a (8rr above grade) -Contour =100.00' + + + + + + + -Slope = 7% _ 4- + + \ \ �98.00 — �+ + + **Well to be located >50ft \ 99.00 + from soil treatment area & \ Tree + Distribution: >25ft from tanks** 100 00 line 11J_ OPEN gEVD �0Q so \+ r �pEN F1E�D \ LOT 01 r - - - 3-4BR Home a LOCATION MAP (not to scale) — — — J Proposed east P.L. s L — (pending CSM) ---J 80TH AVE LOT 02 PREPARED FOR: Paitera Land Company Site Address: TBDRoberts,AVE I54 Robrts, WI 54013 i PID: 042-1052-80-200 t2.89 Ac. Legal: Lot 01 proposed CSM I NE1/4SW1/4 S19 T29N R18W Town of Warren Certlfled Statement: This system has been designed and evaluated In accordance wfei State and Local codes. The sail treatment area must remain protected from disturbance and/or compaction before and after construction. Stale: 1" = 40' Date: 6/16/22 NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEF1NfTELY System must be properly maintained Review your eyatem s management plan for irdormaWn on proper care and maintenance. CERTIFIED SURVEY MAP OCATED 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, 29N, 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. U IGpI�-G"�TTEEi'-J WY4CORNER SEC, 19 S89°15'42"E 5291.66' 1770.74_ N8 I _S89'15'442"E I FEAST Z53E5'-� I -WEST QUARTER LINE OF SECTION 19 I 0o O O LO Q I W I N I � O =I 3w Z Z Ln / N89'15'4 "W 594.07' I 248.59' 225.71 119.77' LOT 1 LOT 2 I I 2.89 ACRES 3.16 ACRES `j 2.74 ACRES i�1 3.01 ACRES _J (EXCLWING m (EXCLUDING RIGHT-0E-WAY) ^ RIGHT_ WAY) o LOT 3 LLJ rn O w 18 73 ACRES 18.23 ACRES I Ln O Q ti co (EXCLUDING I-Lr) ADJACENT O Lo h w iu W n RIGH—FWAY) I O DRIVEWAY CENTER OF SECTION 19 ALUMINUM MONUMENT FOUND S4200'22"E 0.41'FROM COMPUTED POSITION S89-15'42'E '15'42"W 898,92' A2622.00A m r� "v rn ri o LJ ,3 LOT 4 cn 3 O M14 14.56 ACRES �- O OM O Lam" `. .19ACRES (EXCLUCING W Z Q ORIGHT-01WA1) rrlll (n W w o 4 Z 7 � Q N WETLAND T O < Q -- (O F- w0 I� I N Z S6B S3• o � o uJ x Q °° cV � I 4p 34 Z v w ro u1 LLB \ �� I96?.i 3SILn .69, 33 o O \ 1S4.68 , M r o r7 SFID•-_ 14`a - °7 _ I 1 w 1 iv N 338' 89, E wW Z V uj. Q W W z 9m25 co of 00 C3 0 Wp U uj z z Z w=) FlQW0 U2 w w w X w nX =Ll (n X>— F-0 QUV) SCALE IN FEET liaminiiiiiiia 0 40 80 G� LAND S SOLUTIONS ® PIPE FOUND 1" OUTSIDE DIAMETER IRON PIPE ® SET Ya' X 18" IRON REBAR, WEIGHING NOTE: SECTION CORNERS SHOWN HEREON HAVE 1,50 LES. PER LINEAR FOOT BEEN FOUND AND VERIFIED WITH TIES OF RECORD AND PUBLISHED ST. CROIX COUNTY ( ) PREVIOUSLY RECORDED COORDINATES. FIELDWORK COMPLETED 05/06/22. r 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: 0526/21 1 OF 2 -CC v�l NLO NE -SW f--0 `D- — — — O - to---- �— i 359.259 39"E1 mio 6, N SE -SW n 5 N 844.16^ a 44�1, �N L� c) =, —S81 °09'39" 8449o.24, In�U E 9.49' w :: LEGEND °300 1 u; --- o;o a FOUND COUNTY SECTION CORNER uc)o h N MONUMENT (AS NOTED) SY4 CORNER - 00 FOUND 1.25" OUTSIDE DIAMETER IRON SEC. 19 N I ol I 1 Opp ►,4 . SOILS & SLOPE 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. NE-CENE1 JUL 0 5 2022 St, Croix County Community Develop, C,e y), - 3, -° 3.6 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, LFA UNPLATTED LANDS '3 ,,OIL i I i LOT 4 r m liJ -S c A"F F— Fw— -- wanwz � — — QNnID� — j (0 o o LEGEND ' --_ ---- p U FOUND COUNTY SECTION CORNER — —� Lo w m U ALUMINUM MONUMENT zzz pwZ) © FOUND 1.25" OUTSIDE DIAMETER IRON c~i�Hw0g PIPE En w O • FOUND 1" OUTSIDE DIAMETER IRON w u— PIPE HOU)W>- 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 70 0 40 80 i PREVIOUSLY RECORDED COORDINATES. FIELDWORK COMPLETED 05/06/22 LAND SURVEYOR: PREPARED FOR: 5's SOLUTIONS JOSEPH GRANBERG PALTERA LAND COMPANY, LLC. DRAFTED BY: JMS „ 1428 134TH AVENUE 746 PACKER DR. JOB NO. 207-002 SHEET A/B£RG&SONNEVTAC NEW RICHMOND, WI 54017 HUDSON, WI 54016 DATE: 07/05/22 1 OF 2