Pilot Hole Sieve Data_64-I8P2G-19.xls

XLS spreadsheet 3 MB Posted Aug 18, 2021

Attached to: Island 8, Parcel 2 Seepage Remediation
Solicitation number: W912EQ21B0009
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

About this file

Written by GovTribe AI · Dec 28, 2023

This document contains a federal contract opportunity solicitation for seepage remediation work on Island 8, Parcel 2 in Fulton County, Kentucky. The solicitation seeks a contractor to perform relief well installation including 79 new wells, installation of over 12,000 linear feet of subsurface drain pipe and 1,900 linear feet of drainage ditches. Additional work includes modification of existing drainage ditches, replacement of five culverts with associated rip-rap placement, and debris removal from a slough. This is advertised as a service-disabled veteran owned small business set-aside for small business concerns utilizing sealed bid procedures. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Memphis.

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Other files

File	Type	Posted
Official Abstract Signed.pdf	PDF	Sep 2, 2021
Site Visit Attendance forms- W912EQ21B0009.pdf	PDF	Aug 25, 2021
Pilot Hole Sieve Data_08-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_13-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_16-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_11-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_79-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_41-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_71-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_65-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_25-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_75-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_49-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_63-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_73-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_42-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_78-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_44-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_09-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_59-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_15-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_28-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_39-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_30-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_38-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_24-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_32-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_18-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_45-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_02-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_34-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_54-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_57-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_77-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_76-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_37-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_67-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Island 8 Parcel 2 Pilot Hole Field Logs with coversheet.pdf	PDF	Aug 18, 2021
Pilot Hole Sieve Data_29-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_50-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_19-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_48-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_01-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_17-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_62-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_35-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_22-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_52-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_40-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_36-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021

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SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	47
Location:	Fulton County, KY																	Screen (ft):	96
Well #:	64-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301.74															D85 Criteria	0.37	mm
	B. Ground EL + 4"													0				Fines Criteria	10	%
	C. Max Well Head EL
	D. Actual Well Head EL													0
	(D = minimum of B and C.)
Sieve Data Summary
Sample #	Sample Information			Classification	D90	D85	D80	D70	D60	D50	D40	D30	D20	D15	D10	D5	D85	Fines	Screen or Riser	Comments
	Depth (ft)	Top Elev.	Bottom Elev.														(mm)	(%)
1	19	283.2	281.7	Poorly Graded Sand (SP) - Tan, Lean Clay Lumps	0.59	0.56	0.54	0.48	0.42	0.39	0.36	0.32	0.27	0.22	0.17	0.08	0.56	5	RISER	El. 281.7 / 20 ft	Blue	Borderline
2	21	280.7	279.2	Poorly Graded Sand (SP) - Tan	0.60	0.56	0.52	0.44	0.39	0.35	0.31	0.26	0.21	0.19	0.17	0.13	0.56	3	SCREEN		Red	Fail
3	24	278.2	276.7	Poorly Graded Sand (SP) - Tan	0.51	0.45	0.41	0.38	0.34	0.30	0.27	0.23	0.20	0.18	0.16	0.10	0.45	4		El. 276.7 / 5 ft	Black	Pass
4	26	275.7	274.2	Poorly Graded Sand (SP) - Brown, Wet, Trace Silt	0.30	0.29	0.28	0.26	0.24	0.22	0.20	0.18	0.16	0.15	0.12	0.08	0.29	4	RISER
5	29	273.2	271.7	Poorly Graded Sand (SP) - Brown, Trace Silt	0.29	0.28	0.27	0.25	0.23	0.21	0.20	0.18	0.16	0.15	0.12	0.08	0.28	4
6	31	270.7	269.2	Poorly Graded Sand (SP) - Brown, Trace Silt	0.30	0.29	0.28	0.26	0.24	0.22	0.20	0.18	0.16	0.16	0.13	0.09	0.29	4		El. 268.7 / 8 ft
7	34	268.2	266.7	Poorly Graded Sand/Silty Sand (SP-SM) - Wet	0.53	0.47	0.42	0.36	0.30	0.26	0.22	0.18	0.14	0.12	0.10	0.08	0.47	4	SCREEN
8	36	265.7	264.2	Poorly Graded Sand (SP) - Brown, Trace Silt	0.40	0.36	0.32	0.28	0.26	0.23	0.21	0.18	0.15	0.13	0.10	0.00	0.36	6
9	39	263.2	261.7	Poorly Graded Sand/Silty Sand (SP-SM) - Brown	0.39	0.36	0.33	0.28	0.24	0.20	0.16	0.13	0.10	0.08	0.00	0.00	0.36	13
10	41	260.7	259.2	Poorly Graded Sand (SP) - Brown	0.37	0.34	0.31	0.28	0.26	0.24	0.22	0.20	0.18	0.17	0.16	0.13	0.34	3		El. 258.7 / 10 ft
11	44	258.2	256.7	Poorly Graded Sand (SP) - Brown	0.32	0.29	0.28	0.26	0.24	0.22	0.20	0.18	0.16	0.15	0.11	0.00	0.29	5	RISER
12	46	255.7	254.2	Poorly Graded Sand (SP) - Brown	0.28	0.27	0.26	0.24	0.22	0.20	0.18	0.16	0.13	0.11	0.09	0.00	0.27	6
13	49	253.2	251.7	Poorly Graded Sand/Clayey Sand (SP-SC) - Brown	0.28	0.27	0.26	0.23	0.20	0.18	0.15	0.13	0.10	0.09	0.08	0.00	0.27	9
14	51	250.7	249.2	Poorly Graded Sand/Clayey Sand (SP-SM) - Brown	0.26	0.23	0.20	0.15	0.14	0.12	0.11	0.10	0.08	0.08	0.00	0.00	0.23	14		El. 248.7 / 10 ft
15	54	248.2	246.7	Poorly Graded Sand (SP) - Grey	0.69	0.59	0.56	0.51	0.47	0.42	0.36	0.30	0.22	0.18	0.14	0.09	0.59	4	SCREEN
16	56	245.7	244.2	Poorly Graded Sand (SP) - Brown	0.89	0.74	0.60	0.53	0.47	0.40	0.31	0.24	0.18	0.15	0.10	0.00	0.74	7
17	59	243.2	241.7	Poorly Graded Sand (SP) - Brown	0.57	0.55	0.52	0.47	0.42	0.39	0.36	0.32	0.27	0.22	0.17	0.10	0.55	4
18	64	238.2	236.7	Poorly Graded Sand/Clayey Sand (SP-SC) - Brown	0.52	0.45	0.40	0.32	0.28	0.24	0.21	0.18	0.14	0.12	0.09	0.00	0.45	7
19	69	233.2	231.7	Poorly Graded Sand (SP) - Brown	0.55	0.50	0.45	0.38	0.32	0.28	0.24	0.21	0.17	0.15	0.12	0.08	0.50	4		El. 228.7 / 20 ft
20	74	228.2	226.7	Poorly Graded Sand/Clayey Sand (SP-SM) - Brown	0.34	0.30	0.29	0.27	0.25	0.23	0.21	0.19	0.17	0.16	0.15	0.10	0.30	4	RISER	El. 225.7 / 3 ft
21	79	223.2	221.7	Poorly Graded Sand (SP) - Brown	1.10	1.02	0.94	0.77	0.60	0.54	0.47	0.38	0.25	0.19	0.14	0.09	1.02	3	SCREEN
22	84	218.2	216.7	Poorly Graded Sand (SP) - Brown, Trace Gravel	9.27	7.12	4.97	2.94	1.82	1.14	0.91	0.69	0.47	0.33	0.20	0.00	7.12	5
23	89	213.2	211.7	Poorly Graded Sand (SP) - Brown, Trace Gravel	9.41	8.07	6.72	4.39	3.05	1.99	1.22	0.87	0.54	0.38	0.25	0.12	8.07	3
24	94	208.2	206.7	Gravel - Trace Lean Clay	10.23	9.34	8.45	6.66	4.87	3.48	2.18	1.16	0.73	0.52	0.29	0.13	9.34	4
25	99	203.2	201.7	Poorly Graded Sand (SP) - Brown, Trace Lean Clay, With Gravel	9.51	8.24	6.97	4.56	3.02	2.00	1.37	0.97	0.68	0.51	0.32	0.13	8.24	3
26	104	198.2	196.7	Poorly Graded Sand (SP) - Brown, Trace Lean Clay, With Gravel	9.25	8.34	7.42	5.59	4.19	3.15	2.16	1.33	0.75	0.51	0.29	0.10	8.34	4		El. 195.7 / 30 ft
27	0	0.0	0.0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0	RISER	El. 189.7 / 6 ft
28	114	188.2	186.7	Poorly Graded Sand (SP) - Brown, Trace Lean Clay	8.53	7.06	5.58	3.40	1.92	1.11	0.82	0.57	0.44	0.36	0.26	0.10	7.06	4	SCREEN
29	119	183.2	181.7	Poorly Graded Sand (SP) - Brown, Trace Gravel	8.77	5.92	4.11	2.22	1.54	1.07	0.85	0.63	0.46	0.38	0.28	0.13	5.92	3
30	124	178.2	176.7	Poorly Graded Sand (SP) - Brown, Trace Gravel	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	4.51	3
31	129	173.2	171.7	Poorly Graded Sand (SP) - Brown	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	1.11	2
32	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
33	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0		El. 158.7 / 31 ft
34	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
35	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
36	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
37	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
38	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
39	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
40	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
41	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
42	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
43	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
44	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
45	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
46	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
47	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
48	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
49	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0
50	0	0	0	0	7.08	4.51	3.38	1.80	1.08	0.83	0.59	0.48	0.37	0.32	0.24	0.15	0.00	0

&C&"Arial,Bold"&12SIEVE DATA SUMMARY &F &R&F

FILTER & AQUIFER BANDS

Insert max and min aquifer band data				Enter req'd gravel pack gradation from specs				Check whether gravel sample meets spec
AQUIFER BAND				FILTER PACK SPECS				FILTER PACK SAMPLE
Sieve #	Size mm	Aquifer 1	Aquifer 2	Sieve #	Size (mm)	Filter 1	Filter 2	Sieve #	Size (mm)	% Pass
1/2"	12.5			1/2	12.7			1/2	12.7
3/8'	9.5			3/8	9.5			3/8	9.5
#4	4.75			#4	4.75			#4	4.75
#8	2.36			#8	2.36			#8	2.36
#10	2.00			#10	2.00			#10	2.00
#16	1.18			#16	1.18			#16	1.18
#20	0.85			#20	0.85			#20	0.85
#30	0.6			#40	0.43			#40	0.43
#40	0.425
#50	0.3
#60	0.25
#100	0.15
#140	0.106
#200	0.075

SIEVE DATA

Copy & paste grain size data below into "GRAVEL PACK DESIGN" spreadsheet
Well #	Sample Depth	Sample	"D" Sizes
			85	60	30	15	10
64-I8P2G-19	18.5	1	0.56	0.42	0.32	0.22	0.17
64-I8P2G-19	21	2	0.56	0.39	0.26	0.19	0.17
64-I8P2G-19	23.5	3	0.45	0.34	0.23	0.18	0.16
64-I8P2G-19	26	4	0.29	0.24	0.18	0.15	0.12
64-I8P2G-19	28.5	5	0.28	0.23	0.18	0.15	0.12
64-I8P2G-19	31	6	0.29	0.24	0.18	0.16	0.13
64-I8P2G-19	33.5	7	0.47	0.30	0.18	0.12	0.10
64-I8P2G-19	36	8	0.36	0.26	0.18	0.13	0.10
64-I8P2G-19	38.5	9	0.36	0.24	0.13	0.08	0.00
64-I8P2G-19	41	10	0.34	0.26	0.20	0.17	0.16
64-I8P2G-19	43.5	11	0.29	0.24	0.18	0.15	0.11
64-I8P2G-19	46	12	0.27	0.22	0.16	0.11	0.09
64-I8P2G-19	48.5	13	0.27	0.20	0.13	0.09	0.08
64-I8P2G-19	51	14	0.23	0.14	0.10	0.08	0.00
64-I8P2G-19	53.5	15	0.59	0.47	0.30	0.18	0.14
64-I8P2G-19	56	16	0.74	0.47	0.24	0.15	0.10
64-I8P2G-19	58.5	17	0.55	0.42	0.32	0.22	0.17
64-I8P2G-19	63.5	18	0.45	0.28	0.18	0.12	0.09
64-I8P2G-19	68.5	19	0.50	0.32	0.21	0.15	0.12
64-I8P2G-19	73.5	20	0.30	0.25	0.19	0.16	0.15
64-I8P2G-19	78.5	21	1.02	0.60	0.38	0.19	0.14
64-I8P2G-19	83.5	22	7.12	1.82	0.69	0.33	0.20
64-I8P2G-19	88.5	23	8.07	3.05	0.87	0.38	0.25
64-I8P2G-19	93.5	24	9.34	4.87	1.16	0.52	0.29
64-I8P2G-19	98.5	25	8.24	3.02	0.97	0.51	0.32
64-I8P2G-19	103.5	26	8.34	4.19	1.33	0.51	0.29
64-I8P2G-19	108.5	27	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	113.5	28	7.06	1.92	0.57	0.36	0.26
64-I8P2G-19	118.5	29	5.92	1.54	0.63	0.38	0.28
64-I8P2G-19	123.5	30	4.51	1.08	0.48	0.32	0.24
64-I8P2G-19	128.5	31	1.11	0.76	0.48	0.34	0.27
64-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
64-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Tan, Lean Clay Lumps			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		02/12/20			(Top of Sample Only)
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.91	Wt. Tare (g)		119.91	D85 (mm)	0.56	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		446.63	Wt. Tare + Dry soil (g)		432.14	Screen/Riser					Riser
Original Wt. Dry Soil (g)		326.72	Washed Wt. Dry Soil (g)		312.23	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.59
3/8'	9.500		1.69	1.69	1.69	0.5	99.5		D85	0.56
#4	4.750		3.08	3.08	4.77	1.5	98.5		D80	0.54
#8	2.360		0.72	0.72	5.49	1.7	98.3		D70	0.48
#16	1.180		0.61	0.61	6.10	1.9	98.1		D60	0.42
#30	0.600		22.76	22.76	28.86	8.8	91.2		D50	0.39
#40	0.425		99.87	99.87	128.73	39.4	60.6		D40	0.36
#50	0.300		120.74	120.74	249.47	76.4	23.6		D30	0.32
#100	0.150		51.62	51.62	301.09	92.2	7.8		D20	0.27
#200	0.075		10.57	10.57	311.66	95.4	4.6		D15	0.22
Pan	-----		0.35	0.35	312.01				D10	0.17
Total fines < #200 (g)		14.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.08
Fineness Modulus		3.18

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

SAMPLE # (1)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (2)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Tan			Sample Depth: (ft)		21
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.22	Wt. Tare (g)		125.22	D85 (mm)	0.56	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		440.42	Wt. Tare + Dry soil (g)		432.73	Screen/Riser					Riser
Original Wt. Dry Soil (g)		315.2	Washed Wt. Dry Soil (g)		307.51	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.60
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.56
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.52
#8	2.360		0.39	0.39	0.39	0.1	99.9		D70	0.44
#16	1.180		0.81	0.81	1.20	0.4	99.6		D60	0.39
#30	0.600		29.63	29.63	30.83	9.8	90.2		D50	0.35
#40	0.425		71.09	71.09	101.92	32.3	67.7		D40	0.31
#50	0.300		92.14	92.14	194.06	61.6	38.4		D30	0.26
#100	0.150		102.49	102.49	296.55	94.1	5.9		D20	0.21
#200	0.075		10.41	10.41	306.96	97.4	2.6		D15	0.19
Pan	-----		0.41	0.41	307.37				D10	0.17
Total fines < #200 (g)		8.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		2.96

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (2)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (3)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Tan			Sample Depth: (ft)		23.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.87	Wt. Tare (g)		128.87	D85 (mm)	0.45	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		449.85	Wt. Tare + Dry soil (g)		438.94	Screen/Riser					Riser
Original Wt. Dry Soil (g)		320.98	Washed Wt. Dry Soil (g)		310.07	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.51
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.45
#4	4.750		0.50	0.50	0.50	0.2	99.8		D80	0.41
#8	2.360		0.12	0.12	0.62	0.2	99.8		D70	0.38
#16	1.180		0.21	0.21	0.83	0.3	99.7		D60	0.34
#30	0.600		7.32	7.32	8.15	2.5	97.5		D50	0.30
#40	0.425		47.05	47.05	55.20	17.2	82.8		D40	0.27
#50	0.300		109.17	109.17	164.37	51.2	48.8		D30	0.23
#100	0.150		132.88	132.88	297.25	92.6	7.4		D20	0.20
#200	0.075		12.49	12.49	309.74	96.5	3.5		D15	0.18
Pan	-----		0.28	0.28	310.02				D10	0.16
Total fines < #200 (g)		11.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		2.61

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (3)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (4)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Wet, Trace Silt			Sample Depth: (ft)		26
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.53	Wt. Tare (g)		119.53	D85 (mm)	0.29	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		418.15	Wt. Tare + Dry soil (g)		406.8	Screen/Riser					Riser
Original Wt. Dry Soil (g)		298.62	Washed Wt. Dry Soil (g)		287.27	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.30
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.29
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.28
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.26
#16	1.180		0.05	0.05	0.05	0.0	100.0		D60	0.24
#30	0.600		1.40	1.40	1.45	0.5	99.5		D50	0.22
#40	0.425		8.98	8.98	10.43	3.5	96.5		D40	0.20
#50	0.300		13.01	13.01	23.44	7.8	92.2		D30	0.18
#100	0.150		234.58	234.58	258.02	86.4	13.6		D20	0.16
#200	0.075		28.73	28.73	286.75	96.0	4.0		D15	0.15
Pan	-----		0.62	0.62	287.37				D10	0.12
Total fines < #200 (g)		12.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		1.94

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (4)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (5)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Trace Silt			Sample Depth: (ft)		28.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.39	Wt. Tare (g)		127.39	D85 (mm)	0.28	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		434.64	Wt. Tare + Dry soil (g)		422.85	Screen/Riser					Riser
Original Wt. Dry Soil (g)		307.25	Washed Wt. Dry Soil (g)		295.46	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.29
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.28
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.27
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.25
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.23
#30	0.600		0.37	0.37	0.37	0.1	99.9		D50	0.21
#40	0.425		2.39	2.39	2.76	0.9	99.1		D40	0.20
#50	0.300		3.97	3.97	6.73	2.2	97.8		D30	0.18
#100	0.150		255.30	255.30	262.03	85.3	14.7		D20	0.16
#200	0.075		33.05	33.05	295.08	96.0	4.0		D15	0.15
Pan	-----		0.50	0.50	295.58				D10	0.12
Total fines < #200 (g)		12.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		1.85

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (5)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (6)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Trace Silt			Sample Depth: (ft)		31
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		124.91	Wt. Tare (g)		124.91	D85 (mm)	0.29	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		425.02	Wt. Tare + Dry soil (g)		415.05	Screen/Riser					Riser
Original Wt. Dry Soil (g)		300.11	Washed Wt. Dry Soil (g)		290.14	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.30
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.29
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.28
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.26
#16	1.180		0.06	0.06	0.07	0.0	100.0		D60	0.24
#30	0.600		0.84	0.84	0.91	0.3	99.7		D50	0.22
#40	0.425		7.89	7.89	8.80	2.9	97.1		D40	0.20
#50	0.300		16.74	16.74	25.54	8.5	91.5		D30	0.18
#100	0.150		238.28	238.28	263.82	87.9	12.1		D20	0.16
#200	0.075		25.68	25.68	289.50	96.5	3.5		D15	0.16
Pan	-----		0.75	0.75	290.25				D10	0.13
Total fines < #200 (g)		10.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		1.96

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (6)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (7)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Silty Sand (SP-SM) - Wet			Sample Depth: (ft)		33.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.61	Wt. Tare (g)		129.61	D85 (mm)	0.47	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		427.82	Wt. Tare + Dry soil (g)		415.85	Screen/Riser					Riser
Original Wt. Dry Soil (g)		298.21	Washed Wt. Dry Soil (g)		286.24	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.53
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.47
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.42
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.36
#16	1.180		0.20	0.20	0.20	0.1	99.9		D60	0.30
#30	0.600		9.91	9.91	10.11	3.4	96.6		D50	0.26
#40	0.425		46.29	46.29	56.40	18.9	81.1		D40	0.22
#50	0.300		62.54	62.54	118.94	39.9	60.1		D30	0.18
#100	0.150		109.77	109.77	228.71	76.7	23.3		D20	0.14
#200	0.075		56.42	56.42	285.13	95.6	4.4		D15	0.12
Pan	-----		1.19	1.19	286.32				D10	0.10
Total fines < #200 (g)		13.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.35

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (7)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (8)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Trace Silt			Sample Depth: (ft)		36
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.78	Wt. Tare (g)		129.78	D85 (mm)	0.36	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		425.73	Wt. Tare + Dry soil (g)		409.46	Screen/Riser					Riser
Original Wt. Dry Soil (g)		295.95	Washed Wt. Dry Soil (g)		279.68	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.40
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.36
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.32
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.28
#16	1.180		0.11	0.11	0.11	0.0	100.0		D60	0.26
#30	0.600		3.03	3.03	3.14	1.1	98.9		D50	0.23
#40	0.425		15.70	15.70	18.84	6.4	93.6		D40	0.21
#50	0.300		48.25	48.25	67.09	22.7	77.3		D30	0.18
#100	0.150		175.15	175.15	242.24	81.9	18.1		D20	0.15
#200	0.075		36.57	36.57	278.81	94.2	5.8		D15	0.13
Pan	-----		0.95	0.95	279.76				D10	0.10
Total fines < #200 (g)		17.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.06

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (8)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (9)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Silty Sand (SP-SM) - Brown			Sample Depth: (ft)		38.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.52	Wt. Tare (g)		127.52	D85 (mm)	0.36	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		430.49	Wt. Tare + Dry soil (g)		394.77	Screen/Riser					Riser
Original Wt. Dry Soil (g)		302.97	Washed Wt. Dry Soil (g)		267.25	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.39
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.36
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.33
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.28
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.24
#30	0.600		2.65	2.65	2.66	0.9	99.1		D50	0.20
#40	0.425		9.24	9.24	11.90	3.9	96.1		D40	0.16
#50	0.300		62.03	62.03	73.93	24.4	75.6		D30	0.13
#100	0.150		115.41	115.41	189.34	62.5	37.5		D20	0.10
#200	0.075		73.69	73.69	263.03	86.8	13.2		D15	0.08
Pan	-----		4.20	4.20	267.23				D10	0.00
Total fines < #200 (g)		39.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.79

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (9)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (10)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		41
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.53	Wt. Tare (g)		125.53	D85 (mm)	0.34	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		425.95	Wt. Tare + Dry soil (g)		418.68	Screen/Riser					Riser
Original Wt. Dry Soil (g)		300.42	Washed Wt. Dry Soil (g)		293.15	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.37
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.34
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.31
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.28
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.26
#30	0.600		0.32	0.32	0.33	0.1	99.9		D50	0.24
#40	0.425		2.13	2.13	2.46	0.8	99.2		D40	0.22
#50	0.300		61.37	61.37	63.83	21.2	78.8		D30	0.20
#100	0.150		218.65	218.65	282.48	94.0	6.0		D20	0.18
#200	0.075		10.30	10.30	292.78	97.5	2.5		D15	0.17
Pan	-----		0.35	0.35	293.13				D10	0.16
Total fines < #200 (g)		7.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		2.14

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (10)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (11)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		43.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.23	Wt. Tare (g)		129.23	D85 (mm)	0.29	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		430.32	Wt. Tare + Dry soil (g)		415.66	Screen/Riser					Riser
Original Wt. Dry Soil (g)		301.09	Washed Wt. Dry Soil (g)		286.43	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.32
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.29
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.28
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.26
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.24
#30	0.600		0.82	0.82	0.83	0.3	99.7		D50	0.22
#40	0.425		1.95	1.95	2.78	0.9	99.1		D40	0.20
#50	0.300		32.14	32.14	34.92	11.6	88.4		D30	0.18
#100	0.150		222.01	222.01	256.93	85.3	14.7		D20	0.16
#200	0.075		28.52	28.52	285.45	94.8	5.2		D15	0.15
Pan	-----		0.99	0.99	286.44				D10	0.11
Total fines < #200 (g)		15.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.93

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (11)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (12)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		506.48	Wt. Tare (g)		506.48	D85 (mm)	0.27	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		813.91	Wt. Tare + Dry soil (g)		797.74	Screen/Riser					Riser
Original Wt. Dry Soil (g)		307.43	Washed Wt. Dry Soil (g)		291.26	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.28
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.27
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.26
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.24
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.22
#30	0.600		0.07	0.07	0.07	0.0	100.0		D50	0.20
#40	0.425		0.39	0.39	0.46	0.1	99.9		D40	0.18
#50	0.300		1.19	1.19	1.65	0.5	99.5		D30	0.16
#100	0.150		228.91	228.91	230.56	75.0	25.0		D20	0.13
#200	0.075		59.34	59.34	289.90	94.3	5.7		D15	0.11
Pan	-----		1.51	1.51	291.41				D10	0.09
Total fines < #200 (g)		17.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.00
Fineness Modulus		1.70

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (12)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (13)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Clayey Sand (SP-SC) - Brown			Sample Depth: (ft)		48.5
Date Received:		12/31/99
Date Tested:		02/14/20
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.28	Wt. Tare (g)		120.28	D85 (mm)	0.27	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		412.33	Wt. Tare + Dry soil (g)		387.27	Screen/Riser					Riser
Original Wt. Dry Soil (g)		292.05	Washed Wt. Dry Soil (g)		266.99	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.28
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.27
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.26
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.23
#16	1.180		0.06	0.06	0.06	0.0	100.0		D60	0.20
#30	0.600		0.63	0.63	0.69	0.2	99.8		D50	0.18
#40	0.425		2.00	2.00	2.69	0.9	99.1		D40	0.15
#50	0.300		5.37	5.37	8.06	2.8	97.2		D30	0.13
#100	0.150		169.68	169.68	177.74	60.9	39.1		D20	0.10
#200	0.075		86.65	86.65	264.39	90.5	9.5		D15	0.09
Pan	-----		2.93	2.93	267.32				D10	0.08
Total fines < #200 (g)		28.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.00
Fineness Modulus		1.55

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (13)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (14)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Clayey Sand (SP-SM) - Brown			Sample Depth: (ft)		51
Date Received:		12/31/99
Date Tested:		02/13/20
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.6	Wt. Tare (g)		119.6	D85 (mm)	0.23	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		409.27	Wt. Tare + Dry soil (g)		378.12	Screen/Riser					Riser
Original Wt. Dry Soil (g)		289.67	Washed Wt. Dry Soil (g)		258.52	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.26
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.23
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.20
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.15
#16	1.180		0.12	0.12	0.13	0.0	100.0		D60	0.14
#30	0.600		0.54	0.54	0.67	0.2	99.8		D50	0.12
#40	0.425		0.90	0.90	1.57	0.5	99.5		D40	0.11
#50	0.300		1.93	1.93	3.50	1.2	98.8		D30	0.10
#100	0.150		85.46	85.46	88.96	30.7	69.3		D20	0.08
#200	0.075		161.15	161.15	250.11	86.3	13.7		D15	0.08
Pan	-----		8.44	8.44	258.55				D10	0.00
Total fines < #200 (g)		39.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.19

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (14)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (15)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Grey			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		02/14/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.57	Wt. Tare (g)		119.57	D85 (mm)	0.59	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		439.04	Wt. Tare + Dry soil (g)		428.45	Screen/Riser					Riser
Original Wt. Dry Soil (g)		319.47	Washed Wt. Dry Soil (g)		308.88	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.69
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.56
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.51
#16	1.180		0.02	0.02	0.02	0.0	100.0		D60	0.47
#30	0.600		38.07	38.07	38.09	11.9	88.1		D50	0.42
#40	0.425		118.80	118.80	156.89	49.1	50.9		D40	0.36
#50	0.300		65.90	65.90	222.79	69.7	30.3		D30	0.30
#100	0.150		61.67	61.67	284.46	89.0	11.0		D20	0.22
#200	0.075		22.71	22.71	307.17	96.1	3.9		D15	0.18
Pan	-----		1.68	1.68	308.85				D10	0.14
Total fines < #200 (g)		12.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.16

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (15)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (16)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		56
Date Received:		12/31/99
Date Tested:		02/14/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		130.28	Wt. Tare (g)		130.28	D85 (mm)	0.74	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		451.35	Wt. Tare + Dry soil (g)		433.71	Screen/Riser					Riser
Original Wt. Dry Soil (g)		321.07	Washed Wt. Dry Soil (g)		303.43	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.89
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.74
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.60
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.53
#16	1.180		0.33	0.33	0.34	0.1	99.9		D60	0.47
#30	0.600		63.44	63.44	63.78	19.9	80.1		D50	0.40
#40	0.425		87.03	87.03	150.81	47.0	53.0		D40	0.31
#50	0.300		44.07	44.07	194.88	60.7	39.3		D30	0.24
#100	0.150		77.49	77.49	272.37	84.8	15.2		D20	0.18
#200	0.075		27.44	27.44	299.81	93.4	6.6		D15	0.15
Pan	-----		3.76	3.76	303.57				D10	0.10
Total fines < #200 (g)		21.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.06

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (16)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (17)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		58.5
Date Received:		12/31/99
Date Tested:		02/13/20
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.07	Wt. Tare (g)		177.07	D85 (mm)	0.55	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		486.2	Wt. Tare + Dry soil (g)		474.91	Screen/Riser					Riser
Original Wt. Dry Soil (g)		309.13	Washed Wt. Dry Soil (g)		297.84	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.57
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.55
#4	4.750		0.60	0.60	0.60	0.2	99.8		D80	0.52
#8	2.360		0.02	0.02	0.62	0.2	99.8		D70	0.47
#16	1.180		0.11	0.11	0.73	0.2	99.8		D60	0.42
#30	0.600		14.20	14.20	14.93	4.8	95.2		D50	0.39
#40	0.425		105.90	105.90	120.83	39.1	60.9		D40	0.36
#50	0.300		115.98	115.98	236.81	76.6	23.4		D30	0.32
#100	0.150		48.70	48.70	285.51	92.4	7.6		D20	0.27
#200	0.075		11.68	11.68	297.19	96.1	3.9		D15	0.22
Pan	-----		0.58	0.58	297.77				D10	0.17
Total fines < #200 (g)		11.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		3.10

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (17)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

SIEVE ANALYSIS GRADATION CURVES

# (18)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Clayey Sand (SP-SC) - Brown			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		02/13/20
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.38	Wt. Tare (g)		176.38	D85 (mm)	0.45	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		486.84	Wt. Tare + Dry soil (g)		469.52	Screen/Riser					Riser
Original Wt. Dry Soil (g)		310.46	Washed Wt. Dry Soil (g)		293.14	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.52
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.45
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.40
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.32
#16	1.180		0.12	0.12	0.13	0.0	100.0		D60	0.28
#30	0.600		13.22	13.22	13.35	4.3	95.7		D50	0.24
#40	0.425		39.68	39.68	53.03	17.1	82.9		D40	0.21
#50	0.300		49.43	49.43	102.46	33.0	67.0		D30	0.18
#100	0.150		141.84	141.84	244.30	78.7	21.3		D20	0.14
#200	0.075		45.98	45.98	290.28	93.5	6.5		D15	0.12
Pan	-----		2.88	2.88	293.16				D10	0.09
Total fines < #200 (g)		20.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.27

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (18)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

SIEVE ANALYSIS GRADATION CURVES

# (19)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		02/13/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.62	Wt. Tare (g)		177.62	D85 (mm)	0.50	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		489.02	Wt. Tare + Dry soil (g)		477.91	Screen/Riser					Riser
Original Wt. Dry Soil (g)		311.4	Washed Wt. Dry Soil (g)		300.29	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.55
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.50
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.45
#8	2.360		0.11	0.11	0.11	0.0	100.0		D70	0.38
#16	1.180		0.19	0.19	0.30	0.1	99.9		D60	0.32
#30	0.600		15.28	15.28	15.58	5.0	95.0		D50	0.28
#40	0.425		53.92	53.92	69.50	22.3	77.7		D40	0.24
#50	0.300		67.19	67.19	136.69	43.9	56.1		D30	0.21
#100	0.150		131.08	131.08	267.77	86.0	14.0		D20	0.17
#200	0.075		31.19	31.19	298.96	96.0	4.0		D15	0.15
Pan	-----		1.18	1.18	300.14				D10	0.12
Total fines < #200 (g)		12.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.53

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (19)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

SIEVE ANALYSIS GRADATION CURVES

# (20)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Clayey Sand (SP-SM) - Brown			Sample Depth: (ft)		73.5
Date Received:		12/31/99
Date Tested:		02/13/20
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		172.77	Wt. Tare (g)		172.77	D85 (mm)	0.30	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		479.35	Wt. Tare + Dry soil (g)		468.11	Screen/Riser					Riser
Original Wt. Dry Soil (g)		306.58	Washed Wt. Dry Soil (g)		295.34	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.34
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.30
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.29
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.27
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.25
#30	0.600		1.24	1.24	1.25	0.4	99.6		D50	0.23
#40	0.425		4.83	4.83	6.08	2.0	98.0		D40	0.21
#50	0.300		37.79	37.79	43.87	14.3	85.7		D30	0.19
#100	0.150		238.98	238.98	282.85	92.3	7.7		D20	0.17
#200	0.075		12.01	12.01	294.86	96.2	3.8		D15	0.16
Pan	-----		0.55	0.55	295.41				D10	0.15
Total fines < #200 (g)		11.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		2.05

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (20)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (21)

Project Name:		Island 8 Parcel 2			Relief Well #:		64-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		78.5
Date Received:		12/31/99
Date Tested:		02/13/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178.34	Wt. Tare (g)		178.34	D85 (mm)	1.02	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		510.02	Wt. Tare + Dry soil (g)		499.98	Screen/Riser					Riser
Original Wt. Dry Soil (g)		331.68	Washed Wt. Dry Soil (g)		321.64	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.10
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.02
#4	4.750		4.05	4.05	4.05	1.2	98.8		D80	0.94
#8	2.360		2.94	2.94	6.99	2.1	97.9		D70	0.77
#16	1.180		10.46	10.46	17.45	5.3	94.7		D60	0.60
#30	0.600		115.87	115.87	133.32	40.2	59.8		D50	0.54
#40	0.425		88.27	88.27	221.59	66.8	33.2		D40	0.47
#50	0.300		28.76	28.76	250.35	75.5	24.5		D30	0.38
#100	0.150		44.65	44.65	295.00	88.9	11.1		D20	0.25
#200	0.075		25.90	25.90	320.90	96.7	3.3		D15	0.19
Pan	-----		0.88	0.88	321.78				D10	0.14
Total fines < #200 (g)		10.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.77

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (21)

12.5	12.5	12.7	12.7	12.7
9.5	9.5	9.5	9.5	9.5
4.75	4.75	4.75	4.75	4.75
2.36	2.36	2.36	2.36	2.36
2	2	2	2	2
1.18	1.18	1.18	1.18	1.18
0.85	0.85	0.85	0.85	0.85
0.6	0.6	0.425	0.425	0.425
0.425	0.425
0.3	0.3
0.25	0.25
0.15	0.15
0.106	0.106
0.075	0.075

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN…

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File details come from the government source that posted it. Updated Aug 18, 2021.