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Home My WebLink About042-1085-31-110 (3)' tl�tTH yj s and Professional Services sfonofIndustryAi � SOIL EVALUATION REPORT � `r� , c mmu�,accordance with SPS 385, wis. Adm. Code County Attach complete s S �t1yTf(� 12 x 11 inches in size. Plan must include. St.Cf01K but not limited to: and horizontal reference point (8M), direction and percent slope, Parcel LD. scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R Page of" GST �2o2Y-oi/ ZFI-,l �W� Personal information you provide may be used I'Mmarnindiguy pu ses Privacy Law, s. 15.04(t)(m)). 9 Property Owner - $ptw% Property Location roperties Govt. Lot NW % NE % S 1 T 29 N R 18 E (or) w Property Owner's Mailing Address Site Address oqfS—g qnd Lot #: 1353 Awatukee Trail Future lot 7,71ty"111111 l City State Zip Code Phone Number ❑ City Village 0 Town Nearest Road Hudson Wi 54016 ( Warren 70th ave Date J New Construction Use: [E Residential/ Number -of bedrooms 6 Code derived designflow rate qaQ GPD 7 Replacement E]Public or commercial —Describe: Flood Plan elevation if applicable NIA ft. Darent material Outwash eras comments and recommendations: System type: Conventional part of tested area was cut vVO6A. Boring # Baring 99.3 100 Pit Ground surface elev. ft. Depth to limiting factor in. 1 etev. ft. Soil Application Rate Horizon Depth Dominant Color In. Munsell Redox Description Qu, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFI2 'Eff#1 -Eff#2 1 0-12 10yr3/2 none L 2mgr mfr CS 2m .6 .8 2 12-36 10yr5/4 none CI 2msbk mfr gw if .4 .6 3 36-100 10yr4/6 none S 0Sg ml n/a rVa .7 1.6 2] Boring # ❑Boring 99.3 100 ©Pit Ground surface elev. ft. Depth to limiting factor in. ! elev. ft. Soil Application 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 'Efi#2 1 0-100 10yr4/6 none S 0Sg ml n/a n/a 7 1.6 CST Name (Please Print) Si CST Number Shaun Bird 226900 Address at Evaluation Conducted Telephone Number 1432 120th St. New Richmond Wi 54017 ER0124 715-246-4516 Effluent #1 = SOD > 30 s 220 mg1L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, S 30 mg/L and TSS 5 30 mgrL SBD-8330 (R04121) Page of TBoring # ® Boring 101.5 Q Pit Ground surface elev. ft. Depth to limiting factor 100 in. 1 elev. ft. Soil Application 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 1 0-100 1Oyr4f6 none S Osg MI Na n/a 1 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor im l elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. f elev. ft. Soil Application 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 5 220 mg:L and TSS > 30 5 150 mg;L ' Effluent #2 = SOD. s 30 mg/L and TSS 5 30 mg/L Soil Test Plot PI Project Name Glenridge Properties Address 1353 Awatukee Trail ZA Un Bi Hudson W154016 STM #220900 Lot 17 Subdivision NW 1/4 NE 1/4S 31 T 29 ate 5/20/24 Township Warren ❑ Boring O Well PI, Property Line County ST. CROIX I3NI or NIRP Assume Elevation 100 ft. Top of 3/4" Pipe System Elevation TBD *HRpSame as Benchmark Scale = 1 /4" = 10' N/R18 W �1 THIS INSTRUMENT DRAFTED BY EDWIN FLANUM JOB NO: 23-62 DWG: CSM7 I I L J 12-19% SLOPES DRAFTED:6/22/2023 FIELD:6121/2023 I C.S.M. V 8, P. 2192, DOC, #456664 I C.S.M. V.10, P. 2931, DOC. #529654 20 z4°i SLOPES - o LOT 1 LOT 2 I o LOT 4 LOT 5 NE CORNER SECTION 31 ALUMINUM MONUMENT FOUND S89°07'20"E 1074.36' ^— — w — _ — — /IV S89°07'20"E 1565.70' _ M _ 7QTNAVENUE NORTH LINE OF THE NEl/4 o l 0) I �I 6'6' I C i wi N I I Edwin C. Flanum P.L.S. 2487 Q I Z' 00 I `�11111':illl//ll / I I I g of I I I 0`0NS/�(.'% - UM cc j Lill O I U O I I I * EDWIN C I l I I I = S-2487 a at W N z I of I of Il = AMERY �� I l I l I I - W! al o �I I EST LOT 12 �a/ i % 9N �, w `STORM WATER EASEMENT 3 l DOC. 41178443 -A y 5�p°15'Sa"w I �a6y o ca *1S89'0T20"E 212.01' 34 49' I OF' W K S89°0T20"E 196.01' 0 � �94/ o- SCALE IN FEET 1" = 150' K LU , CCjls y 33'F 5 N 0 150 300 STORM WATER DRAINAGE EASEMENT r C:) z HWL/EOF = 1008.0 LBO = 1010.0 / G/ LOT 13 ' LEGEND yW z tee/ C Cy \ I Q ST. CROIX COUNTY SECTION CORNER rn �- POSITIONED FROM COUNTY Qc �' LOT RE LOT 14 �•/ I I COORDINATES. POSITION VERIFIED a z o 2.16 ACRES SY _ ,�./ W m q 93,939 SQ. FT, 19 : - �1_ v��L71� I WITH MONUMENT AS NOTED OR TIES OF WZ c 7n LS S6 ° RECORD w? g r V' lr r ACCESS EASE E _ Z °oo QOS�D - _L1�p-111111 23tc I ❑ 3/4" X 18" IRON REBAR SET WEIGHING c a z POLO LfX 4Y1 / 1.50 LBS. PER LINEAR FOOT z � L CIT 17'LOT 18 O c ea i2eACRES I i 3J4" IRON REBAR FOUND = j _ 2.61 ACRES _ J _ 2.20 ACRES 9i� • 1" O.D. IRON PIPE FOUND p 113,666 SQ. FT. 95 SQ.TT. 8-43 5 — - �n 29.89 `_n ' PROPOSED DRIVE t W G x C3 C2 166.65' 466LLJ.27' a N r ¢ Cl BENCHMARK N88'22'37"W 652.61' �' TOP OF 3/4" IRON REBAR ` S87"40'14V vBEARINGS ARE REFERENCED TO EA THE NORTH LINE OF of CcELEV. = 1023.18' U•S. /NTERsIATL °,94" 97 20' THE NEl/4, SECTION 31, BEARING 589°0T20"E. (ST. CROIX COUNTY COORDINATES).