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Home My WebLink About004-1021-95-100Wis. Dept. of Safety and Professional Services SOIL EVALUATION REPORT Division of Safety and Buildings 7 Page 1.. of Attach corn t .�kY not less than 8 1 /2 x 11 inches in size. Plan must�� inclu ical and horizontal reference point (BM), direction and County O Parcel I.D. perc or dimensions, north arrow, and location and distance to nearest road. _ Z� - - 00 a v Reviewed by Date Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner T(Z2C % GU11 cr roperty Location 1 S 1 E C 0 Govt. Lot N %k) 1/4 N)1/4 S (0 T> 9 N R Property Owners Jill Address Lot # Block # Subd. Name or CSM# 51 a EasM Ci State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road . 22N 1� Sg93 1 1 (15 )673-WY 7 C-P, 1 -` I 50'-� A 0( New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement * Public or commercial - Describe: C_-Y `t G •) Parent material 06-- s -S Flood Plain elevation if app cable - ft. General comments ' r4 + x and recommendations: - , , g H 125 Z R. L ,WI RT Boring11 Boring # 1224, Pit Ground surface elev. " 4- ft. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr, Sz. Sh. onsistence Boundary Roots GPD/ft Eff#1 ff#2 1- -8 3 ID '% S�l 1 I 5b,, .Trig 0 aBoring# Boring ZZ_I 4b Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Sh. onsistence Boundary Roots *1 GPD/ft = ff#1 ff#2 lGr. (Sz. cY C r It- i Z. 1 14 'l,5 �6 1'�� ' Effluent #1 = BOD > 30:< 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L CST Name (Please /nPrint) f Signature CST Number Address Date Evaluation Conducted Telephone Number 9 40 8 4 C+y Rd - i /1 E fi o 1� n, t. �J i s ti s t `1 - Z D I ~► l�b b L4- 1 �} con c11n,orin i 1 Property Owner Parcel IF�j D Boring # Boring t 22 Z Li 3 Pit Ground surface elev. '-tft. Depth to limiting factor 10 in. Page �' of 5, Snil Annlirafinn Rafe Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft = Eff#1 ff#2 1. cD-te Io`1R3/ Boring # f-�( Boring 'A1,\��'`j IQ 3Pit Ground surface elev. �- 1� ft. Depth to limiting factor M in. Rnil Annliralion Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence�Bounclary Roots GPD/ft 2 ff#1 ff#2 10 ( � - F—S] BoringBoring# Ground surface elev. "�ft. Depth to limiting factor _ in. Pit Cnil 4nntiratinn Rats Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ' ff#1 ff#2 C—S , L4 t l (Z 4 C Z Effluent #1 = BOD s > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD s < 30 mg1L and TSS < 30 mg/L fhc Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format. contact the department at 608-266-3151 or 1-1-Y through Relay. ,fin-%;`1 (li I "I I 1 1 N �t 4 Property Owner Ont 111Tt i rS �d� Parcel ID # ❑ Boring# , Boring t2z2. `43 Pit Ground surface elev. ft. Depth to limiting factor 10 in. Page Z' of. 5, Snil Annhraiinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPDIft = ff#1 ff#2 I o \l R 3/ .S � Boring �„�✓Lo"`l a Pit Ground surface elev. �-f� ft. Depth to limiting factor Boring # in. gnil Annliralinn Rafe Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPDIft 2 ff#1 ff#2 aBoring Boring # Ground surface elev. F� fl. Depth to limiting factor_ in. Pit Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPDAft = ff#1 ff#2 19- q b J12Lj10 M3 �,S�R1/0- Effluent #1 = BOD 5 > 30 < 220 mgAL and TSS >30 < 150 mg/L ' Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. Ifyou need assistance to access services or need material in an alternate format- contact the department at 608-266-3151 or TTY through Relay. SBD-%330 (R I I 11 11 Wis. Dept. wa t. t Divi r s oval services SOIL EVALUATION REPORT Page of II OVVVIUOIII.0 Wllll JrJ JVJ, YVI.I. r1V111. I..VUC AttMh complete site plan on paper not less than 8 1!2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Countyk c; Parcel I.D. Reviewed by Date Property Owner f %'\ A [_ `_p Ej Property Location t Govt. Lot N 1� 1 /4 t W 114 S( 0 T 2g N R (� (o W Property Owners fling Address 5 I Li -� f'\ \ Lot # a Block # -►' Subd. Name or CSM# City State Zip Code Phone Number UvW-1,1 40 I 1 514 11 q ( '-7l 5 ) b a - Y94-1 ❑ City ❑Village Town Nearest Road 4 p SOS IAue . ❑ New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: F(-c--). IBoring # Boring r ni y Pit Ground surface elev. ft. Depth to limiting factor-11 in. Cnil Annli—finn R.tn Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ' Eff#1 ff#2 3/a. S i 1 bk -in Xr- 7 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor_ in. Cnil Annli—tinn Rnfa Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ' ff#1 ff#2 C. S Ig � J ' Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mglL and TSS < 30 mg/L CST Name (Please Print) 11 , Signature CST Number tJ t V- 70 c �r ' Address jDate Evaluation Conducted elephone Number tJ 1089 Chu 1�'�e�t s S �I9_ ao t�1 of/� 4 -'� (F�' SBD-8330 (ft 1 1 / 1 1) Property Owner Parcel ID # F Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor Page of. in.I Snil Annliralinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPDIft 2 ff#1 ' ff#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I G,,;1 Annlirafinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. 3onsistence Boundary Roots GPDIft 2 ff#1 f1#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. 1-1❑ pit Snil Annliratinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPDIft ff#1 ff#2 Effluent #1 = BOD s > 30 < 220 mg1L and TSS >30 < 150 mg/L ' Effluent #2 = BOD a < 30 mglL and TSS < 30 mg/L 'rhe Dept. of Safety and Professional Services is an equal opportunity service provider and employer. [fyou need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. 59D-x33(1IR1 I If 11 E: Ge- G \ 50th AVENUE 0 --- --,., - - - — - 7— -� 1501 Jim 1502 1 id / - - _ �`•��` r co Lo CP 101 I r 1 1500 1+ l% '4 I 1503 La end rj �it 0o . c�pgy . 5 Of ��khoe P� hon � Z POTENTIAL — STOCKPILE ARE / FOR EXCESS TOP 20E 7 - - APPROXIMATE EARTHWORK CUT 14.000 CY FILL 8.000 CY NET 6,000 CY (CUT) UNSUITABLE • BASED ON 1:1.3 FILL RATIO. CONTRACTOR TO VERIFY EARTHWORK QUANTITIES. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2—FT TOPSOIL/CLAY LINER 11.800 SF x 24" - 875 CY 27 (SEE SHEET C711 SOIL BORING INFORMATION) NOTES: • THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING DRAINAGE OF SURFACE WATER AWAY FROM THE BUILDINGS. • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING UTILITIES. ' SLOPE ALL HARD SURFACES AT 2% AWAY FROM BUILDING UNLESS OTHERWISE NOTED. • PROPOSED CONTOUR LINE LOCATIONS ARE APPROXIMATE, SPOT ELEVATIONS SHALL BE USED FOR EXACT ELEVATIONS. • ALL GRADING, & EARTHWORK SHALL BE AS PER WISCONSIN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY & STRUCTURE CONSTRUCTION LATEST EDITION & ALL SUPPLEMENTAL SPECIFICATIONS. ' ALL POND SLOPES ARE 4:1 MAXIMUM UNLESS OTHERWISE NOTED Qf.eCe _ o Lc �%3M lzzs ?� _-�---•----- SOth AVENUE VfUuEAIED SE78ACIN -. • 15.D' - � rE iLANO 61E24.I1 36' RCP .I `GRAVEL \ I j - \ DRIVEWAY ` i ORAYEL R. 1J00 � I I 1 I i ' 1 I 1271 +3 \� I I � SIRUCiUtE I I! li /� B-7 I II III f I�; 111567 I r. j I II j 0 Ij r 1,1 B-s °Toro ♦ -IL Ni I' Di Illl 44 S'f�- P C All(.. CRAVEN 5.4 t709-56 7 pT ICeFEfe "c•c H � ' 1 Z& i' I I NO YARN OCCUR WiNIN S DC WALE PER ONR �• VIEI'A REiLANO CONCURRENCE PECUMEMENT , Y SL IOACA ` _ _ PA 1\ _... I I\1 vJ FU1lAE ... .. _ ENTRANCE (ASPHALT) 1 i `-DELLIEAI,O 4'• 'i NEIIUNO �ff'• POTENTIAL FUTURE EXPANSION TO THE - *EST OF THIS LINE. NO CRAD04G YARN SHALL OCCLM PAST EIOSTR40 FIELD EDGE PER YA ONR WEILAND CONNRRONCE REOV0IEWENT. SCALE: 0 25 50 100 SITE AREA, • PRCPERIT BOUNDARY . 1252 ACRES ].44A ACRES Of IUPERVIOUS AREA 9 09t ACRES Of CHEER SPACE ST CROIX COUNTY ' PLAN RENEW RECURRED • W..DNR 1401 PERMIT REDUIREO ' NOTIFY COUNTY Of CCNSTRUCTICN 5 TART DATE AND i117ELINE 11 NANTITIES8-'�0 SEPIIC SOIL BORING LOCATION ESTIMATED 0 121J57 SURFACE ELEVATION N07 S. 10 GRAVEL RCOIARED , THE CONTRACTOR SHALL VERIFY ALL EXIST114G CCNDlnONS PRIOR 10 '• ° 7]0 CT ��ALL t0' OIAKL 1. ' UMCS70HE $CRELHINGS CCNSIRUCTIC'1 & NQ FIN THE ENGINEER Of ANY DIffERENCES THE CONIRACiOR SRV(RIfY ALL PLAN DIMENS10N5 BEFORE 6' LRAESTONE SCREEMNGS 2• AGRICULTURAL UUE (AGOVE) INSTALLATION A NOTFY THE ENGINEER 01 ANY DSCREPANDES. THE CONTRACTOR SHALL VERIFY ALL BUILDING DI-ENSICNS IIIH THE i i Ti'11 I,_� 11J 6• U4ESTONE SCREENINGS ARCHITECTURAL PLANS. 726 CT • THE cCNTRACTCH SHALL FIELD yERIFT THE LOCATIONS & S''2E5 Of Y AweonTunu uNE --_i ALL EXISTING UDUTIES, REVISED CONSTRUCTION '2111 1 . 0IF . 245 CY ID" 6RAKL • THE CMIRACIOR SHALL BE RESPONSIBLE FOR ALL A°C(SSARY COY STRUCTI ON PERM17S BID DOCUMENTS 21 _ --_--- SEPTEMBER 14, 2016 _ --"-1 THE CONCRETE PAKMDNt $HDY•'N tY.tl BE S'2C0 PER ARCHItEG1URAL 17• UUESTCNE $CACCMMOS ! IO GRAVEL '1 DRAlE AND STRUCTURAL DDILDI!IG PLANS SwA4e Iro v•.Ie .1.196 Cv 77 NOTC' 74T, SJ, l9 w$ « .+D370 <r . 1675 $Y SOIL BORING LOCATIONS L:.]26�.0 52 . eeJ • 1,141 Cy 9,675 57 OF 300 L95 RATED ROADWAY FABRIC UIIOER ALL IVPCRNOUS SURFACES. b U [1659-0135 rm• w wear n r.5 R AUGUj#7017 vLa•a ras IWnor •:6l I i Ir d U �E LLJ � z Q a Y U O Oa�cai Z L) K ' -i 0 ZLLJ t� 0 0 0U� (n J )C m �-30_j U N D N O U