Pilot Hole Sieve Data_63-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 summarizes sieve analysis data from a pilot hole drilling project. The project consists of drilling 79 relief wells, installing 12,000 linear feet of subsurface drain pipe, modifying and constructing 1,900 linear feet of drainage ditches, replacing culverts at five locations with associated rip-rap placement, and removing debris. The work is located in Fulton County, Kentucky and is advertised as a service-disabled veteran owned small business set-aside procurement utilizing sealed bid procedures for small business concerns. The document provides sieve analysis data from samples taken at various depths during the pilot hole drilling, including grain size distribution, classifications, and other relevant geotechnical information.

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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
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Pilot Hole Sieve Data_30-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
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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
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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
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Pilot Hole Sieve Data_19-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
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SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	43
Location:	Fulton County, KY																	Screen (ft):	96
Well #:	63-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301.72															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	18.5	283.2	281.7	Poorly Graded Sand (SP) - Brown, Lean Clay Lumps, Trace Organics	0.56	0.53	0.50	0.44	0.40	0.36	0.33	0.28	0.20	0.16	0.09	0.00	0.53	9	RISER	El. 281.7 / 20 ft	Blue	Borderline
2	21.0	280.7	279.2	Poorly Graded Sand (SP) - Brown	0.58	0.55	0.53	0.48	0.44	0.40	0.37	0.34	0.31	0.29	0.24	0.18	0.55	1	SCREEN		Red	Fail
3	23.5	278.2	276.7	Poorly Graded Sand (SP) - Brown	0.59	0.56	0.52	0.45	0.40	0.36	0.31	0.26	0.21	0.18	0.16	0.08	0.56	5			Black	Pass
4	26.0	275.7	274.2	Poorly Graded Sand (SP) - Brown	0.58	0.55	0.52	0.46	0.41	0.37	0.33	0.28	0.21	0.18	0.14	0.08	0.55	5
5	28.5	273.2	271.7	Poorly Graded Sand/Clayey Sand (SP-SC) - Brown	0.54	0.49	0.43	0.35	0.29	0.26	0.22	0.19	0.15	0.13	0.09	0.00	0.49	7
6	31.0	270.7	269.2	Poorly Graded Sand (SP) - Brown	0.46	0.42	0.40	0.37	0.34	0.31	0.27	0.24	0.20	0.18	0.17	0.15	0.42	2		El. 269.7 / 13 ft
7	33.5	268.2	266.7	Poorly Graded Sand (SP) - Brown	0.38	0.33	0.30	0.27	0.25	0.23	0.20	0.18	0.16	0.14	0.09	0.00	0.33	8	RISER	El. 268.7 / 3 ft
8	36.0	265.7	264.2	Poorly Graded Sand (SP) - Brown, Trace Lean Clay	0.55	0.51	0.47	0.41	0.38	0.36	0.33	0.30	0.23	0.20	0.16	0.00	0.51	5	SCREEN
9	38.5	263.2	261.7	Poorly Graded Sand (SP) - Brown	0.53	0.47	0.42	0.40	0.37	0.35	0.32	0.29	0.22	0.19	0.15	0.00	0.47	5		El. 261.7 / 7 ft
10	41.0	260.7	259.2	Poorly Graded Sand (SP) - Brown	0.36	0.32	0.30	0.28	0.25	0.23	0.21	0.19	0.17	0.16	0.15	0.09	0.32	4	RISER
11	43.5	258.2	256.7	Poorly Graded Sand (SP) - Brown	0.31	0.29	0.28	0.26	0.24	0.22	0.20	0.19	0.17	0.16	0.13	0.08	0.29	5
12	46.0	255.7	254.2	Poorly Graded Sand (SP) - Brown, Trace Silt	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	48.5	253.2	251.7	Poorly Graded Sand (SP) - Brown	0.28	0.26	0.25	0.23	0.20	0.17	0.15	0.13	0.10	0.09	0.08	0.00	0.26	8		El. 251.7 / 10 ft
14	51.0	250.7	249.2	Poorly Graded Sand (SP) - Brown	0.53	0.47	0.41	0.28	0.22	0.15	0.13	0.11	0.09	0.08	0.00	0.00	0.47	15	SCREEN
15	53.5	248.2	246.7	Poorly Graded Sand (SP) - Brown, Wet	0.49	0.40	0.32	0.15	0.13	0.12	0.10	0.09	0.00	0.00	0.00	0.00	0.40	21
16	56.0	245.7	244.2	Poorly Graded Sand (SP) - Brown	0.81	0.63	0.58	0.53	0.49	0.44	0.39	0.34	0.28	0.23	0.18	0.12	0.63	3
17	58.5	243.2	241.7	Poorly Graded Sand (SP) - Brown	0.58	0.55	0.53	0.48	0.43	0.39	0.36	0.33	0.30	0.25	0.20	0.13	0.55	3
18	63.5	238.2	236.7	Poorly Graded Sand (SP) - Brown	0.45	0.42	0.40	0.38	0.35	0.33	0.30	0.26	0.21	0.19	0.17	0.13	0.42	3
19	68.5	233.2	231.7	Poorly Graded Sand/Clayey Sand (SP-SC) - Tan	0.46	0.42	0.41	0.39	0.36	0.34	0.32	0.30	0.24	0.21	0.18	0.15	0.42	3
20	73.5	228.2	226.7	Poorly Graded Sand/Clayey Sand (SP-SC) - Brown	0.41	0.35	0.30	0.26	0.23	0.20	0.16	0.13	0.11	0.10	0.09	0.00	0.35	5
21	78.5	223.2	221.7	Poorly Graded Sand/Clayey Sand (SP-SC) - Brown	0.44	0.37	0.30	0.26	0.23	0.19	0.16	0.13	0.11	0.10	0.09	0.00	0.37	5		El. 221.7 / 30 ft
22	0.0	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
23	0.0	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		El. 211.7 / 10 ft
24	93.5	208.2	206.7	Poorly Graded Sand (SP) - Brown	10.81	5.38	3.12	1.65	1.09	0.89	0.69	0.52	0.36	0.27	0.20	0.11	5.38	3	SCREEN
25	98.5	203.2	201.7	Well Graded Sand (SW) - Brown	11.16	8.90	6.65	3.60	2.17	1.66	1.17	0.90	0.64	0.49	0.31	0.13	8.90	4
26	103.5	198.2	196.7	Poorly Graded Sand (SP) - Brown	4.63	2.32	1.52	0.97	0.71	0.56	0.49	0.42	0.32	0.24	0.09	0.00	2.32	10
27	108.5	193.2	191.7	Poorly Graded Sand (SP) - Brown, With Gravel	10.54	9.49	8.44	6.34	4.40	2.95	1.81	1.03	0.60	0.45	0.29	0.14	9.49	3
28	113.5	188.2	186.7	Poorly Graded Sand (SP) - Brown, With Gravel	10.93	10.02	9.10	7.28	5.45	3.41	1.67	0.92	0.55	0.43	0.31	0.14	10.02	3
29	118.5	183.2	181.7	Gravel - With Lean Clay	13.87	12.73	11.58	9.30	7.01	4.73	2.75	1.26	0.63	0.45	0.29	0.10	12.73	4
30	123.5	178.2	176.7	Poorly Graded Sand (SP) - Brown	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	4.42	2
31	128.5	173.2	171.7	Poorly Graded Sand (SP) - Brown	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	1.42	2
32	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0		El. 165.7 / 46 ft
33	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
34	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
35	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
36	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
37	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
38	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
39	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
40	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
41	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
42	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
43	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
44	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
45	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
46	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
47	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
48	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
49	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	0.00	0
50	0	0	0	0	8.28	4.42	2.33	1.12	0.93	0.75	0.59	0.50	0.41	0.36	0.30	0.20	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
63-I8P2G-19	18.5	1	0.53	0.40	0.28	0.16	0.09
63-I8P2G-19	21	2	0.55	0.44	0.34	0.29	0.24
63-I8P2G-19	23.5	3	0.56	0.40	0.26	0.18	0.16
63-I8P2G-19	26	4	0.55	0.41	0.28	0.18	0.14
63-I8P2G-19	28.5	5	0.49	0.29	0.19	0.13	0.09
63-I8P2G-19	31	6	0.42	0.34	0.24	0.18	0.17
63-I8P2G-19	33.5	7	0.33	0.25	0.18	0.14	0.09
63-I8P2G-19	36	8	0.51	0.38	0.30	0.20	0.16
63-I8P2G-19	38.5	9	0.47	0.37	0.29	0.19	0.15
63-I8P2G-19	41	10	0.32	0.25	0.19	0.16	0.15
63-I8P2G-19	43.5	11	0.29	0.24	0.19	0.16	0.13
63-I8P2G-19	46	12	0.27	0.22	0.16	0.11	0.09
63-I8P2G-19	48.5	13	0.26	0.20	0.13	0.09	0.08
63-I8P2G-19	51	14	0.47	0.22	0.11	0.08	0.00
63-I8P2G-19	53.5	15	0.40	0.13	0.09	0.00	0.00
63-I8P2G-19	56	16	0.63	0.49	0.34	0.23	0.18
63-I8P2G-19	58.5	17	0.55	0.43	0.33	0.25	0.20
63-I8P2G-19	63.5	18	0.42	0.35	0.26	0.19	0.17
63-I8P2G-19	68.5	19	0.42	0.36	0.30	0.21	0.18
63-I8P2G-19	73.5	20	0.35	0.23	0.13	0.10	0.09
63-I8P2G-19	78.5	21	0.37	0.23	0.13	0.10	0.09
63-I8P2G-19	83.5	22	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	88.5	23	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	93.5	24	5.38	1.09	0.52	0.27	0.20
63-I8P2G-19	98.5	25	8.90	2.17	0.90	0.49	0.31
63-I8P2G-19	103.5	26	2.32	0.71	0.42	0.24	0.09
63-I8P2G-19	108.5	27	9.49	4.40	1.03	0.45	0.29
63-I8P2G-19	113.5	28	10.02	5.45	0.92	0.43	0.31
63-I8P2G-19	118.5	29	12.73	7.01	1.26	0.45	0.29
63-I8P2G-19	123.5	30	4.42	0.93	0.50	0.36	0.30
63-I8P2G-19	128.5	31	1.42	0.80	0.48	0.34	0.26
63-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
63-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Lean Clay Lumps, Trace Organics			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		02/10/20			(Top of Sample Only)
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.74	Wt. Tare (g)		128.74	D85 (mm)	0.53	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		441.71	Wt. Tare + Dry soil (g)		413.73	Screen/Riser					Riser
Original Wt. Dry Soil (g)		312.97	Washed Wt. Dry Soil (g)		284.99	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	0.56
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.53
#4	4.750		0.12	0.12	0.12	0.0	100.0		D80	0.50
#8	2.360		0.19	0.19	0.31	0.1	99.9		D70	0.44
#16	1.180		0.19	0.19	0.50	0.2	99.8		D60	0.40
#30	0.600		9.20	9.20	9.70	3.1	96.9		D50	0.36
#40	0.425		91.24	91.24	100.94	32.3	67.7		D40	0.33
#50	0.300		110.44	110.44	211.38	67.5	32.5		D30	0.28
#100	0.150		60.53	60.53	271.91	86.9	13.1		D20	0.20
#200	0.075		12.64	12.64	284.55	90.9	9.1		D15	0.16
Pan	-----		0.44	0.44	284.99				D10	0.09
Total fines < #200 (g)		28.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.81

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		21
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.58	Wt. Tare (g)		119.58	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)		461.71	Wt. Tare + Dry soil (g)		458.44	Screen/Riser					Riser
Original Wt. Dry Soil (g)		342.13	Washed Wt. Dry Soil (g)		338.86	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	0.58
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.55
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.53
#8	2.360		0.15	0.15	0.15	0.0	100.0		D70	0.48
#16	1.180		0.29	0.29	0.44	0.1	99.9		D60	0.44
#30	0.600		15.53	15.53	15.97	4.7	95.3		D50	0.40
#40	0.425		130.88	130.88	146.85	42.9	57.1		D40	0.37
#50	0.300		141.18	141.18	288.03	84.2	15.8		D30	0.34
#100	0.150		45.99	45.99	334.02	97.6	2.4		D20	0.31
#200	0.075		4.52	4.52	338.54	99.0	1.0		D15	0.29
Pan	-----		0.15	0.15	338.69				D10	0.24
Total fines < #200 (g)		3.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.18
Fineness Modulus		3.29

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		23.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.29	Wt. Tare (g)		120.29	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)		465.9	Wt. Tare + Dry soil (g)		449.26	Screen/Riser					Riser
Original Wt. Dry Soil (g)		345.61	Washed Wt. Dry Soil (g)		328.97	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		0.00	0.00	0.00	0.0	100.0		D85	0.56
#4	4.750		0.19	0.19	0.19	0.1	99.9		D80	0.52
#8	2.360		0.24	0.24	0.43	0.1	99.9		D70	0.45
#16	1.180		0.48	0.48	0.91	0.3	99.7		D60	0.40
#30	0.600		27.82	27.82	28.73	8.3	91.7		D50	0.36
#40	0.425		89.92	89.92	118.65	34.3	65.7		D40	0.31
#50	0.300		96.98	96.98	215.63	62.4	37.6		D30	0.26
#100	0.150		98.91	98.91	314.54	91.0	9.0		D20	0.21
#200	0.075		13.90	13.90	328.44	95.0	5.0		D15	0.18
Pan	-----		0.49	0.49	328.93				D10	0.16
Total fines < #200 (g)		17.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.92

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		26
Date Received:		12/31/99
Date Tested:		02/07/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.51	Wt. Tare (g)		128.51	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)		469.85	Wt. Tare + Dry soil (g)		455.05	Screen/Riser					Riser
Original Wt. Dry Soil (g)		341.34	Washed Wt. Dry Soil (g)		326.54	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	0.58
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.55
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.52
#8	2.360		0.52	0.52	0.52	0.2	99.8		D70	0.46
#16	1.180		0.52	0.52	1.04	0.3	99.7		D60	0.41
#30	0.600		22.39	22.39	23.43	6.9	93.1		D50	0.37
#40	0.425		101.38	101.38	124.81	36.6	63.4		D40	0.33
#50	0.300		105.68	105.68	230.49	67.5	32.5		D30	0.28
#100	0.150		73.96	73.96	304.45	89.2	10.8		D20	0.21
#200	0.075		21.34	21.34	325.79	95.4	4.6		D15	0.18
Pan	-----		0.60	0.60	326.39				D10	0.14
Total fines < #200 (g)		15.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.96

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Clayey Sand (SP-SC) - Brown			Sample Depth: (ft)		28.5
Date Received:		12/31/99
Date Tested:		02/07/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.57	Wt. Tare (g)		126.57	D85 (mm)	0.49	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		456.58	Wt. Tare + Dry soil (g)		433.58	Screen/Riser					Riser
Original Wt. Dry Soil (g)		330.01	Washed Wt. Dry Soil (g)		307.01	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	0.54
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.49
#4	4.750		0.76	0.76	0.76	0.2	99.8		D80	0.43
#8	2.360		0.22	0.22	0.98	0.3	99.7		D70	0.35
#16	1.180		0.25	0.25	1.23	0.4	99.6		D60	0.29
#30	0.600		12.31	12.31	13.54	4.1	95.9		D50	0.26
#40	0.425		54.75	54.75	68.29	20.7	79.3		D40	0.22
#50	0.300		54.17	54.17	122.46	37.1	62.9		D30	0.19
#100	0.150		145.31	145.31	267.77	81.1	18.9		D20	0.15
#200	0.075		38.32	38.32	306.09	92.8	7.2		D15	0.13
Pan	-----		0.87	0.87	306.96				D10	0.09
Total fines < #200 (g)		23.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.37

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		31
Date Received:		12/31/99
Date Tested:		02/07/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.68	Wt. Tare (g)		128.68	D85 (mm)	0.42	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		439.51	Wt. Tare + Dry soil (g)		432.41	Screen/Riser					Riser
Original Wt. Dry Soil (g)		310.83	Washed Wt. Dry Soil (g)		303.73	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	0.46
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.42
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.40
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.37
#16	1.180		0.10	0.10	0.10	0.0	100.0		D60	0.34
#30	0.600		4.47	4.47	4.57	1.5	98.5		D50	0.31
#40	0.425		32.69	32.69	37.26	12.0	88.0		D40	0.27
#50	0.300		123.44	123.44	160.70	51.7	48.3		D30	0.24
#100	0.150		134.26	134.26	294.96	94.9	5.1		D20	0.20
#200	0.075		8.47	8.47	303.43	97.6	2.4		D15	0.18
Pan	-----		0.26	0.26	303.69				D10	0.17
Total fines < #200 (g)		7.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		2.58

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		33.5
Date Received:		12/31/99
Date Tested:		02/07/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.44	Wt. Tare (g)		121.44	D85 (mm)	0.33	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		434.97	Wt. Tare + Dry soil (g)		410.42	Screen/Riser					Riser
Original Wt. Dry Soil (g)		313.53	Washed Wt. Dry Soil (g)		288.98	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	0.38
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.33
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.30
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.27
#16	1.180		0.05	0.05	0.05	0.0	100.0		D60	0.25
#30	0.600		1.89	1.89	1.94	0.6	99.4		D50	0.23
#40	0.425		16.67	16.67	18.61	5.9	94.1		D40	0.20
#50	0.300		38.01	38.01	56.62	18.1	81.9		D30	0.18
#100	0.150		205.23	205.23	261.85	83.5	16.5		D20	0.16
#200	0.075		25.99	25.99	287.84	91.8	8.2		D15	0.14
Pan	-----		1.14	1.14	288.98				D10	0.09
Total fines < #200 (g)		25.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.00

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Trace Lean Clay			Sample Depth: (ft)		36
Date Received:		12/31/99
Date Tested:		02/07/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.25	Wt. Tare (g)		120.25	D85 (mm)	0.51	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		452.18	Wt. Tare + Dry soil (g)		435.7	Screen/Riser					Riser
Original Wt. Dry Soil (g)		331.93	Washed Wt. Dry Soil (g)		315.45	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	0.51
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.47
#8	2.360		0.14	0.14	0.14	0.0	100.0		D70	0.41
#16	1.180		0.40	0.40	0.54	0.2	99.8		D60	0.38
#30	0.600		13.28	13.28	13.82	4.2	95.8		D50	0.36
#40	0.425		71.80	71.80	85.62	25.8	74.2		D40	0.33
#50	0.300		145.77	145.77	231.39	69.7	30.3		D30	0.30
#100	0.150		72.64	72.64	304.03	91.6	8.4		D20	0.23
#200	0.075		10.86	10.86	314.89	94.9	5.1		D15	0.20
Pan	-----		0.59	0.59	315.48				D10	0.16
Total fines < #200 (g)		17.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.86

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		38.5
Date Received:		12/31/99
Date Tested:		02/07/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.57	Wt. Tare (g)		121.57	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)		458.53	Wt. Tare + Dry soil (g)		441.15	Screen/Riser					Riser
Original Wt. Dry Soil (g)		336.96	Washed Wt. Dry Soil (g)		319.58	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		0.44	0.44	0.44	0.1	99.9		D70	0.40
#16	1.180		0.45	0.45	0.89	0.3	99.7		D60	0.37
#30	0.600		8.87	8.87	9.76	2.9	97.1		D50	0.35
#40	0.425		56.36	56.36	66.12	19.6	80.4		D40	0.32
#50	0.300		162.29	162.29	228.41	67.8	32.2		D30	0.29
#100	0.150		76.43	76.43	304.84	90.5	9.5		D20	0.22
#200	0.075		13.85	13.85	318.69	94.6	5.4		D15	0.19
Pan	-----		0.75	0.75	319.44				D10	0.15
Total fines < #200 (g)		18.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.76

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		41
Date Received:		12/31/99
Date Tested:		02/07/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.34	Wt. Tare (g)		125.34	D85 (mm)	0.32	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		447.02	Wt. Tare + Dry soil (g)		435.12	Screen/Riser					Riser
Original Wt. Dry Soil (g)		321.68	Washed Wt. Dry Soil (g)		309.78	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	0.36
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.32
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.30
#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	0.25
#30	0.600		0.58	0.58	0.59	0.2	99.8		D50	0.23
#40	0.425		2.90	2.90	3.49	1.1	98.9		D40	0.21
#50	0.300		53.79	53.79	57.28	17.8	82.2		D30	0.19
#100	0.150		236.50	236.50	293.78	91.3	8.7		D20	0.17
#200	0.075		15.50	15.50	309.28	96.1	3.9		D15	0.16
Pan	-----		0.42	0.42	309.70				D10	0.15
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		2.07

&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 #:		63-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:		02/07/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.69	Wt. Tare (g)		120.69	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)		441.21	Wt. Tare + Dry soil (g)		426.59	Screen/Riser					Riser
Original Wt. Dry Soil (g)		320.52	Washed Wt. Dry Soil (g)		305.9	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	0.31
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		0.04	0.04	0.04	0.0	100.0		D70	0.26
#16	1.180		0.03	0.03	0.07	0.0	100.0		D60	0.24
#30	0.600		0.49	0.49	0.56	0.2	99.8		D50	0.22
#40	0.425		1.63	1.63	2.19	0.7	99.3		D40	0.20
#50	0.300		31.19	31.19	33.38	10.4	89.6		D30	0.19
#100	0.150		250.24	250.24	283.62	88.5	11.5		D20	0.17
#200	0.075		21.50	21.50	305.12	95.2	4.8		D15	0.16
Pan	-----		0.79	0.79	305.91				D10	0.13
Total fines < #200 (g)		15.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		1.95

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Trace Silt			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		02/07/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.01	Wt. Tare (g)		127.01	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)		436.48	Wt. Tare + Dry soil (g)		417.94	Screen/Riser					Riser
Original Wt. Dry Soil (g)		309.47	Washed Wt. Dry Soil (g)		290.93	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		0.14	0.14	0.14	0.0	100.0		D50	0.20
#40	0.425		0.48	0.48	0.62	0.2	99.8		D40	0.18
#50	0.300		1.30	1.30	1.92	0.6	99.4		D30	0.16
#100	0.150		226.49	226.49	228.41	73.8	26.2		D20	0.13
#200	0.075		61.56	61.56	289.97	93.7	6.3		D15	0.11
Pan	-----		0.97	0.97	290.94				D10	0.09
Total fines < #200 (g)		19.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.68

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		48.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.88	Wt. Tare (g)		128.88	D85 (mm)	0.26	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		406.72	Wt. Tare + Dry soil (g)		386.62	Screen/Riser					Riser
Original Wt. Dry Soil (g)		277.84	Washed Wt. Dry Soil (g)		257.74	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	0.26
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.25
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.23
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.20
#30	0.600		0.41	0.41	0.42	0.2	99.8		D50	0.17
#40	0.425		1.08	1.08	1.50	0.5	99.5		D40	0.15
#50	0.300		2.41	2.41	3.91	1.4	98.6		D30	0.13
#100	0.150		161.24	161.24	165.15	59.4	40.6		D20	0.10
#200	0.075		89.08	89.08	254.23	91.5	8.5		D15	0.09
Pan	-----		3.55	3.55	257.78				D10	0.08
Total fines < #200 (g)		23.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.53

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		51
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.67	Wt. Tare (g)		128.67	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)		437.61	Wt. Tare + Dry soil (g)		406.75	Screen/Riser					Riser
Original Wt. Dry Soil (g)		308.94	Washed Wt. Dry Soil (g)		278.08	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	0.41
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.28
#16	1.180		0.13	0.13	0.13	0.0	100.0		D60	0.22
#30	0.600		14.52	14.52	14.65	4.7	95.3		D50	0.15
#40	0.425		43.29	43.29	57.94	18.8	81.2		D40	0.13
#50	0.300		27.18	27.18	85.12	27.6	72.4		D30	0.11
#100	0.150		70.22	70.22	155.34	50.3	49.7		D20	0.09
#200	0.075		108.69	108.69	264.03	85.5	14.5		D15	0.08
Pan	-----		13.97	13.97	278.00				D10	0.00
Total fines < #200 (g)		44.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.87

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Wet			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.54	Wt. Tare (g)		125.54	D85 (mm)	0.40	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		429.69	Wt. Tare + Dry soil (g)		397.12	Screen/Riser					Riser
Original Wt. Dry Soil (g)		304.15	Washed Wt. Dry Soil (g)		271.58	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	0.49
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.40
#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	0.15
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.13
#30	0.600		9.68	9.68	9.69	3.2	96.8		D50	0.12
#40	0.425		31.70	31.70	41.39	13.6	86.4		D40	0.10
#50	0.300		22.39	22.39	63.78	21.0	79.0		D30	0.09
#100	0.150		23.45	23.45	87.23	28.7	71.3		D20	0.00
#200	0.075		152.56	152.56	239.79	78.8	21.2		D15	0.00
Pan	-----		31.71	31.71	271.50				D10	0.00
Total fines < #200 (g)		64.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.45

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		56
Date Received:		12/31/99
Date Tested:		02/11/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		130.09	Wt. Tare (g)		130.09	D85 (mm)	0.63	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		455.08	Wt. Tare + Dry soil (g)		447.05	Screen/Riser					Riser
Original Wt. Dry Soil (g)		324.99	Washed Wt. Dry Soil (g)		316.96	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	0.81
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.63
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.58
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.53
#16	1.180		0.32	0.32	0.33	0.1	99.9		D60	0.49
#30	0.600		50.70	50.70	51.03	15.7	84.3		D50	0.44
#40	0.425		120.33	120.33	171.36	52.7	47.3		D40	0.39
#50	0.300		81.94	81.94	253.30	77.9	22.1		D30	0.34
#100	0.150		51.09	51.09	304.39	93.7	6.3		D20	0.28
#200	0.075		11.88	11.88	316.27	97.3	2.7		D15	0.23
Pan	-----		0.65	0.65	316.92				D10	0.18
Total fines < #200 (g)		8.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.37

&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 #:		63-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:		02/11/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.73	Wt. Tare (g)		120.73	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)		441.61	Wt. Tare + Dry soil (g)		433.38	Screen/Riser					Riser
Original Wt. Dry Soil (g)		320.88	Washed Wt. Dry Soil (g)		312.65	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	0.58
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.55
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.53
#8	2.360		0.02	0.02	0.02	0.0	100.0		D70	0.48
#16	1.180		0.25	0.25	0.27	0.1	99.9		D60	0.43
#30	0.600		17.91	17.91	18.18	5.7	94.3		D50	0.39
#40	0.425		110.62	110.62	128.80	40.1	59.9		D40	0.36
#50	0.300		129.60	129.60	258.40	80.5	19.5		D30	0.33
#100	0.150		43.92	43.92	302.32	94.2	5.8		D20	0.30
#200	0.075		9.83	9.83	312.15	97.3	2.7		D15	0.25
Pan	-----		0.43	0.43	312.58				D10	0.20
Total fines < #200 (g)		8.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		3.18

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.68	Wt. Tare (g)		120.68	D85 (mm)	0.42	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		421.62	Wt. Tare + Dry soil (g)		413.16	Screen/Riser					Riser
Original Wt. Dry Soil (g)		300.94	Washed Wt. Dry Soil (g)		292.48	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	0.45
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.42
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.40
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.38
#16	1.180		0.14	0.14	0.14	0.0	100.0		D60	0.35
#30	0.600		4.26	4.26	4.40	1.5	98.5		D50	0.33
#40	0.425		29.68	29.68	34.08	11.3	88.7		D40	0.30
#50	0.300		150.11	150.11	184.19	61.2	38.8		D30	0.26
#100	0.150		99.64	99.64	283.83	94.3	5.7		D20	0.21
#200	0.075		8.35	8.35	292.18	97.1	2.9		D15	0.19
Pan	-----		0.33	0.33	292.51				D10	0.17
Total fines < #200 (g)		8.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		2.65

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Clayey Sand (SP-SC) - Tan			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		02/11/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.47	Wt. Tare (g)		125.47	D85 (mm)	0.42	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		426.24	Wt. Tare + Dry soil (g)		418.69	Screen/Riser					Riser
Original Wt. Dry Soil (g)		300.77	Washed Wt. Dry Soil (g)		293.22	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	0.46
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.42
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.41
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.39
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.36
#30	0.600		1.39	1.39	1.40	0.5	99.5		D50	0.34
#40	0.425		35.08	35.08	36.48	12.1	87.9		D40	0.32
#50	0.300		174.56	174.56	211.04	70.2	29.8		D30	0.30
#100	0.150		75.50	75.50	286.54	95.3	4.7		D20	0.24
#200	0.075		6.33	6.33	292.87	97.4	2.6		D15	0.21
Pan	-----		0.25	0.25	293.12				D10	0.18
Total fines < #200 (g)		7.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		2.75

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Clayey Sand (SP-SC) - Brown			Sample Depth: (ft)		73.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.23	Wt. Tare (g)		121.23	D85 (mm)	0.35	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		419	Wt. Tare + Dry soil (g)		404.73	Screen/Riser					Riser
Original Wt. Dry Soil (g)		297.77	Washed Wt. Dry Soil (g)		283.5	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	0.41
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.35
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.30
#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	0.23
#30	0.600		8.23	8.23	8.24	2.8	97.2		D50	0.20
#40	0.425		18.94	18.94	27.18	9.1	90.9		D40	0.16
#50	0.300		31.00	31.00	58.18	19.5	80.5		D30	0.13
#100	0.150		131.60	131.60	189.78	63.7	36.3		D20	0.11
#200	0.075		91.66	91.66	281.44	94.5	5.5		D15	0.10
Pan	-----		1.91	1.91	283.35				D10	0.09
Total fines < #200 (g)		16.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		1.90

&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 #:		63-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Clayey Sand (SP-SC) - Brown			Sample Depth: (ft)		78.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.25	Wt. Tare (g)		120.25	D85 (mm)	0.37	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		433.21	Wt. Tare + Dry soil (g)		418.64	Screen/Riser					Riser
Original Wt. Dry Soil (g)		312.96	Washed Wt. Dry Soil (g)		298.39	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	0.44
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.37
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.30
#8	2.360		0.03	0.03	0.03	0.0	100.0		D70	0.26
#16	1.180		0.28	0.28	0.31	0.1	99.9		D60	0.23
#30	0.600		11.36	11.36	11.67	3.7	96.3		D50	0.19
#40	0.425		21.24	21.24	32.91	10.5	89.5		D40	0.16
#50	0.300		29.94	29.94	62.85	20.1	79.9		D30	0.13
#100	0.150		131.42	131.42	194.27	62.1	37.9		D20	0.11
#200	0.075		102.22	102.22	296.49	94.7	5.3		D15	0.10
Pan	-----		1.92	1.92	298.41				D10	0.09
Total fines < #200 (g)		16.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.91

&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 MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (22)

Project Name:

Island 8 Parcel 2

Relief Well #:

63-I8P2G-19

This is the start of the file's text. The full file is on GovTribe.

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