Pilot Hole Sieve Data_60-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 solicitation seeks relief well drilling and drainage improvement services. The scope of work includes installing 79 relief wells, constructing over 12,000 linear feet of subsurface drain pipe and 1,900 linear feet of drainage ditches, modifying existing ditches, replacing five culverts with riprap, and removing debris from a slough. This is advertised as a service-disabled veteran owned small business set-aside for small businesses, with work located in Fulton County, Kentucky. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Memphis.

View the file

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

Show 40 more

Latest 50 of 87 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	36
Location:	Fulton County, KY																	Screen (ft):	96
Well #:	60-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		300.78															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	282.3	280.8	Poorly-Graded Sand (SP) - Gray	0.85	0.65	0.58	0.52	0.46	0.39	0.31	0.25	0.20	0.17	0.13	0.08	0.65	5	RISER	El. 280.8 / 20 ft	Blue	Borderline
2	21	279.8	278.3	Poorly-Graded Sand (SP) - Gray	0.60	0.57	0.54	0.48	0.43	0.39	0.36	0.32	0.27	0.24	0.20	0.16	0.57	2	SCREEN		Red	Fail
3	24	277.3	275.8	Poorly-Graded Sand (SP) - Brown	0.55	0.50	0.45	0.37	0.30	0.25	0.21	0.16	0.10	0.00	0.00	0.00	0.50	17			Black	Pass
4	26	274.8	273.3	Poorly-Graded Sand (SP) - Brown	0.52	0.46	0.42	0.37	0.33	0.28	0.24	0.20	0.15	0.12	0.10	0.00	0.46	6
5	29	272.3	270.8	Poorly-Graded Sand (SP) - Brown	0.69	0.58	0.56	0.50	0.45	0.39	0.33	0.27	0.20	0.16	0.12	0.00	0.58	5
6	31	269.8	268.3	Poorly-Graded Sand (SP) - Brown	0.55	0.51	0.48	0.42	0.39	0.35	0.32	0.28	0.22	0.19	0.16	0.11	0.51	3
7	34	267.3	265.8	Poorly-Graded Sand (SP) - Brown	0.57	0.55	0.53	0.48	0.43	0.39	0.35	0.31	0.24	0.21	0.17	0.10	0.55	4
8	36	264.8	263.3	Poorly-Graded Sand (SP) - Brown	0.49	0.42	0.40	0.36	0.32	0.29	0.25	0.22	0.19	0.18	0.16	0.12	0.42	3
9	39	262.3	260.8	Poorly-Graded Sand (SP) - Brown	0.49	0.43	0.41	0.39	0.36	0.33	0.31	0.27	0.22	0.20	0.18	0.15	0.43	2
10	41	259.8	258.3	Poorly-Graded Sand (SP) - Brown	0.42	0.41	0.39	0.37	0.34	0.31	0.27	0.24	0.20	0.18	0.17	0.14	0.41	3
11	44	257.3	255.8	Poorly-Graded Sand (SP) - Brown	0.58	0.56	0.55	0.52	0.49	0.46	0.43	0.38	0.33	0.30	0.22	0.13	0.56	3
12	46	254.8	253.3	Poorly-Graded Sand (SP) - Brown	0.59	0.57	0.55	0.52	0.48	0.45	0.41	0.36	0.31	0.27	0.20	0.12	0.57	3
13	49	252.3	250.8	Poorly-Graded Sand (SP) - Brown	0.74	0.59	0.58	0.54	0.51	0.47	0.44	0.38	0.31	0.26	0.19	0.10	0.59	4
14	51	249.8	248.3	Poorly-Graded Sand (SP) - Brown	0.52	0.48	0.44	0.39	0.36	0.32	0.28	0.24	0.20	0.18	0.16	0.11	0.48	3		El. 247.8 / 33 ft
15	54	247.3	245.8	Poorly-Graded Sand (SP) - Brown	0.34	0.29	0.28	0.26	0.24	0.22	0.20	0.18	0.16	0.14	0.11	0.08	0.29	4	RISER	El. 244.8 / 3 ft
16	56	244.8	243.3	Poorly-Graded Sand (SP) - Brown	0.49	0.42	0.35	0.28	0.26	0.23	0.20	0.17	0.14	0.12	0.10	0.08	0.42	4	SCREEN
17	59	242.3	240.8	Poorly-Graded Sand (SP) - Brown	0.58	0.56	0.53	0.48	0.44	0.40	0.37	0.34	0.31	0.27	0.21	0.15	0.56	3		El. 237.8 / 7 ft
18	64	237.3	235.8	Poorly-Graded Sand (SP) - Brown	0.40	0.39	0.38	0.35	0.32	0.30	0.28	0.25	0.23	0.22	0.21	0.20	0.39	-20	RISER
19	69	232.3	230.8	Poorly-Graded Sand (SP) - Brown	0.30	0.29	0.28	0.26	0.24	0.22	0.20	0.18	0.17	0.16	0.14	0.10	0.29	2		El. 230.8 / 10 ft
20	74	227.3	225.8	Poorly-Graded Sand (SP) - Brown	0.60	0.56	0.51	0.43	0.30	0.27	0.24	0.21	0.18	0.16	0.15	0.10	0.56	2	SCREEN
21	79	222.3	220.8	Poorly-Graded Sand (SP) - Gray	1.05	0.91	0.76	0.55	0.43	0.31	0.24	0.19	0.13	0.11	0.09	0.00	0.91	6
22	84	217.3	215.8	Poorly-Graded Sand (SP) - Gray, Trace Gravel	3.80	2.94	2.29	1.88	1.46	1.12	0.93	0.74	0.52	0.35	0.20	0.09	2.94	4
23	89	212.3	210.8	Poorly-Graded Sand (SP) - Gray, Trace Gravel	6.69	5.29	3.83	1.83	1.11	0.91	0.72	0.55	0.42	0.30	0.18	0.00	5.29	6
24	94	207.3	205.8	Poorly-Graded Sand (SP) - Gray, Trace Gravel	8.48	7.98	7.47	6.45	5.44	3.87	1.32	0.54	0.26	0.21	0.15	0.00	7.98	6
25	99	202.3	200.8	Poorly-Graded Sand (SP) - Gray, Trace Gravel	7.37	6.31	5.24	3.32	2.08	1.50	1.04	0.74	0.47	0.34	0.21	0.09	6.31	4
26	104	197.3	195.8	Poorly-Graded Sand (SP) - Gray, Trace Gravel	7.81	6.97	6.13	4.40	2.48	1.41	0.96	0.68	0.48	0.37	0.23	0.09	6.97	5
27	109	192.3	190.8	Poorly-Graded Sand (SP) - Gray	2.55	1.33	0.79	0.38	0.28	0.24	0.20	0.16	0.13	0.11	0.09	0.00	1.33	5		El. 187.8 / 43 ft
28	114	187.3	185.8	Poorly-Graded Sand (SP) - Gray	0.40	0.29	0.28	0.26	0.23	0.21	0.18	0.16	0.12	0.11	0.09	0.00	0.29	5	RISER	El. 184.8 / 3 ft
29	119	182.3	180.8	Poorly-Graded Sand (SP) - Gray	3.80	2.35	1.60	1.03	0.83	0.63	0.53	0.45	0.33	0.26	0.17	0.08	2.35	5	SCREEN
30	124	177.3	175.8	Poorly-Graded Sand (SP) - Gray, Trace Gravel	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	6.48	5
31	129	172.3	170.8	Poorly-Graded Sand (SP) - Gray	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	1.08	4		El. 171.8 / 13 ft
32	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
33	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
34	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
35	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
36	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
37	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
38	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
39	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
40	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
41	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
42	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
43	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
44	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
45	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
46	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
47	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
48	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
49	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	0.00	0
50	0	0	0	0	7.49	6.48	5.47	1.75	1.03	0.81	0.60	0.51	0.41	0.33	0.22	0.09	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
60-I8P2G-19	18.5	1	0.65	0.46	0.25	0.17	0.13
60-I8P2G-19	21	2	0.57	0.43	0.32	0.24	0.20
60-I8P2G-19	23.5	3	0.50	0.30	0.16	0.00	0.00
60-I8P2G-19	26	4	0.46	0.33	0.20	0.12	0.10
60-I8P2G-19	28.5	5	0.58	0.45	0.27	0.16	0.12
60-I8P2G-19	31	6	0.51	0.39	0.28	0.19	0.16
60-I8P2G-19	33.5	7	0.55	0.43	0.31	0.21	0.17
60-I8P2G-19	36	8	0.42	0.32	0.22	0.18	0.16
60-I8P2G-19	38.5	9	0.43	0.36	0.27	0.20	0.18
60-I8P2G-19	41	10	0.41	0.34	0.24	0.18	0.17
60-I8P2G-19	43.5	11	0.56	0.49	0.38	0.30	0.22
60-I8P2G-19	46	12	0.57	0.48	0.36	0.27	0.20
60-I8P2G-19	48.5	13	0.59	0.51	0.38	0.26	0.19
60-I8P2G-19	51	14	0.48	0.36	0.24	0.18	0.16
60-I8P2G-19	53.5	15	0.29	0.24	0.18	0.14	0.11
60-I8P2G-19	56	16	0.42	0.26	0.17	0.12	0.10
60-I8P2G-19	58.5	17	0.56	0.44	0.34	0.27	0.21
60-I8P2G-19	63.5	18	0.39	0.32	0.25	0.22	0.21
60-I8P2G-19	68.5	19	0.29	0.24	0.18	0.16	0.14
60-I8P2G-19	73.5	20	0.56	0.30	0.21	0.16	0.15
60-I8P2G-19	78.5	21	0.91	0.43	0.19	0.11	0.09
60-I8P2G-19	83.5	22	2.94	1.46	0.74	0.35	0.20
60-I8P2G-19	88.5	23	5.29	1.11	0.55	0.30	0.18
60-I8P2G-19	93.5	24	7.98	5.44	0.54	0.21	0.15
60-I8P2G-19	98.5	25	6.31	2.08	0.74	0.34	0.21
60-I8P2G-19	103.5	26	6.97	2.48	0.68	0.37	0.23
60-I8P2G-19	108.5	27	1.33	0.28	0.16	0.11	0.09
60-I8P2G-19	113.5	28	0.29	0.23	0.16	0.11	0.09
60-I8P2G-19	118.5	29	2.35	0.83	0.45	0.26	0.17
60-I8P2G-19	123.5	30	6.48	1.03	0.51	0.33	0.22
60-I8P2G-19	128.5	31	1.08	0.70	0.40	0.23	0.18
60-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
60-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Gray			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		02/19/20			(Top of Sample Only)
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.65	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		147	Wt. Tare + Dry soil (g)		140.77	Screen/Riser					Riser
Original Wt. Dry Soil (g)		147	Washed Wt. Dry Soil (g)		140.77	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	0.85
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.65
#4	4.750	0.00	0.00	0.00	0.00	0.0	100.0		D80	0.58
#8	2.360	0.00	0.63	0.63	0.63	0.4	99.6		D70	0.52
#16	1.180	0.00	1.92	1.92	2.55	1.7	98.3		D60	0.46
#30	0.600	0.00	21.16	21.16	23.71	16.1	83.9		D50	0.39
#40	0.425	0.00	43.39	43.39	67.10	45.6	54.4		D40	0.31
#50	0.300	0.00	23.86	23.86	90.96	61.9	38.1		D30	0.25
#100	0.150	0.00	39.07	39.07	130.03	88.5	11.5		D20	0.20
#200	0.075	0.00	10.11	10.11	140.14	95.3	4.7		D15	0.17
Pan	-----		0.560000000000002	0.56	140.70				D10	0.13
Total fines < #200 (g)		6.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		3.10

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Gray			Sample Depth: (ft)		21
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.57	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		175.16	Wt. Tare + Dry soil (g)		172.55	Screen/Riser					Riser
Original Wt. Dry Soil (g)		175.16	Washed Wt. Dry Soil (g)		172.55	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	0.57
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.54
#8	2.360		0.38	0.38	0.38	0.2	99.8		D70	0.48
#16	1.180		1.79	1.79	2.17	1.2	98.8		D60	0.43
#30	0.600		15.15	15.15	17.32	9.9	90.1		D50	0.39
#40	0.425		53.53	53.53	70.85	40.4	59.6		D40	0.36
#50	0.300		63.47	63.47	134.32	76.7	23.3		D30	0.32
#100	0.150		34.67	34.67	168.99	96.5	3.5		D20	0.27
#200	0.075		3.21	3.21	172.20	98.3	1.7		D15	0.24
Pan	-----		0.09	0.09	172.29				D10	0.20
Total fines < #200 (g)		2.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.16
Fineness Modulus		3.23

&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 #:		60-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:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	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)		185.27	Wt. Tare + Dry soil (g)		156.9	Screen/Riser					Riser
Original Wt. Dry Soil (g)		185.27	Washed Wt. Dry Soil (g)		156.9	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	0.55
3/8'	9.500			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		0.20	0.20	0.20	0.1	99.9		D70	0.37
#16	1.180		0.80	0.80	1.00	0.5	99.5		D60	0.30
#30	0.600		8.10	8.10	9.10	4.9	95.1		D50	0.25
#40	0.425		31.60	31.60	40.70	22.0	78.0		D40	0.21
#50	0.300		32.20	32.20	72.90	39.3	60.7		D30	0.16
#100	0.150		60.70	60.70	133.60	72.1	27.9		D20	0.10
#200	0.075		20.70	20.70	154.30	83.3	16.7		D15	0.00
Pan	-----		2.50	2.50	156.80				D10	0.00
Total fines < #200 (g)		30.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		2.22

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		26
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.46	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		183.71	Wt. Tare + Dry soil (g)		176.2	Screen/Riser					Riser
Original Wt. Dry Soil (g)		183.71	Washed Wt. Dry Soil (g)		176.2	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	0.0	100.0		D85	0.46
#4	4.750			0.00	0.00	0.0	100.0		D80	0.42
#8	2.360			0.00	0.00	0.0	100.0		D70	0.37
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.33
#30	0.600		4.50	4.50	4.50	2.4	97.6		D50	0.28
#40	0.425		29.50	29.50	34.00	18.5	81.5		D40	0.24
#50	0.300		49.60	49.60	83.60	45.5	54.5		D30	0.20
#100	0.150		64.30	64.30	147.90	80.5	19.5		D20	0.15
#200	0.075		24.70	24.70	172.60	94.0	6.0		D15	0.12
Pan	-----		3.500000000000000	3.50	176.10				D10	0.10
Total fines < #200 (g)		11.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		2.41

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		28.5
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.58	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		164.32	Wt. Tare + Dry soil (g)		157.6	Screen/Riser					Riser
Original Wt. Dry Soil (g)		164.32	Washed Wt. Dry Soil (g)		157.6	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	0.0	100.0		D85	0.58
#4	4.750			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	0.50
#16	1.180		0.30	0.30	0.30	0.2	99.8		D60	0.45
#30	0.600		19.20	19.20	19.50	11.9	88.1		D50	0.39
#40	0.425		52.40	52.40	71.90	43.8	56.2		D40	0.33
#50	0.300		36.80	36.80	108.70	66.2	33.8		D30	0.27
#100	0.150		32.80	32.80	141.50	86.1	13.9		D20	0.20
#200	0.075		14.60	14.60	156.10	95.0	5.0		D15	0.16
Pan	-----		1.6000000000000000	1.60	157.70				D10	0.12
Total fines < #200 (g)		8.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.00
Fineness Modulus		3.03

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		31
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	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)		143.61	Wt. Tare + Dry soil (g)		140.4	Screen/Riser					Riser
Original Wt. Dry Soil (g)		143.61	Washed Wt. Dry Soil (g)		140.4	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	0.0	100.0		D85	0.51
#4	4.750			0.00	0.00	0.0	100.0		D80	0.48
#8	2.360			0.00	0.00	0.0	100.0		D70	0.42
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.39
#30	0.600		3.60	3.60	3.60	2.5	97.5		D50	0.35
#40	0.425		36.40	36.40	40.00	27.9	72.1		D40	0.32
#50	0.300		55.40	55.40	95.40	66.4	33.6		D30	0.28
#100	0.150		36.00	36.00	131.40	91.5	8.5		D20	0.22
#200	0.075		8.40	8.40	139.80	97.3	2.7		D15	0.19
Pan	-----		0.300000000000000	0.30	140.10				D10	0.16
Total fines < #200 (g)		3.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.11
Fineness Modulus		2.86

&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 #:		60-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:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)			Wt. Tare (g)			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)		166.62	Wt. Tare + Dry soil (g)		161.3	Screen/Riser					Riser
Original Wt. Dry Soil (g)		166.62	Washed Wt. Dry Soil (g)		161.3	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	0.0	100.0		D85	0.55
#4	4.750			0.00	0.00	0.0	100.0		D80	0.53
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.48
#16	1.180		0.10	0.10	0.10	0.1	99.9		D60	0.43
#30	0.600		7.50	7.50	7.60	4.6	95.4		D50	0.39
#40	0.425		62.60	62.60	70.20	42.1	57.9		D40	0.35
#50	0.300		50.80	50.80	121.00	72.6	27.4		D30	0.31
#100	0.150		33.50	33.50	154.50	92.7	7.3		D20	0.24
#200	0.075		6.00	6.00	160.50	96.3	3.7		D15	0.21
Pan	-----		0.600000000000000	0.60	161.10				D10	0.17
Total fines < #200 (g)		5.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		3.08

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		36
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)			Wt. Tare (g)			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)		143	Wt. Tare + Dry soil (g)		139.6	Screen/Riser					Riser
Original Wt. Dry Soil (g)		143	Washed Wt. Dry Soil (g)		139.6	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	0.0	100.0		D85	0.42
#4	4.750			0.00	0.00	0.0	100.0		D80	0.40
#8	2.360			0.00	0.00	0.0	100.0		D70	0.36
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.32
#30	0.600		3.00	3.00	3.00	2.1	97.9		D50	0.29
#40	0.425		17.30	17.30	20.30	14.2	85.8		D40	0.25
#50	0.300		44.40	44.40	64.70	45.2	54.8		D30	0.22
#100	0.150		69.10	69.10	133.80	93.6	6.4		D20	0.19
#200	0.075		5.40	5.40	139.20	97.3	2.7		D15	0.18
Pan	-----		0.300000000000000	0.30	139.50				D10	0.16
Total fines < #200 (g)		3.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.12
Fineness Modulus		2.52

&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 #:		60-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:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.43	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		171.58	Wt. Tare + Dry soil (g)		168.4	Screen/Riser					Riser
Original Wt. Dry Soil (g)		171.58	Washed Wt. Dry Soil (g)		168.4	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	0.0	100.0		D85	0.43
#4	4.750			0.00	0.00	0.0	100.0		D80	0.41
#8	2.360			0.00	0.00	0.0	100.0		D70	0.39
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.36
#30	0.600		1.90	1.90	1.90	1.1	98.9		D50	0.33
#40	0.425		24.70	24.70	26.60	15.5	84.5		D40	0.31
#50	0.300		80.60	80.60	107.20	62.5	37.5		D30	0.27
#100	0.150		56.90	56.90	164.10	95.6	4.4		D20	0.22
#200	0.075		3.90000000000000	3.90	168.00	97.9	2.1		D15	0.20
Pan	-----		0.2000000000000000	0.20	168.20				D10	0.18
Total fines < #200 (g)		3.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.15
Fineness Modulus		2.73

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		41
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.41	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		91.42	Wt. Tare + Dry soil (g)		89.1	Screen/Riser					Riser
Original Wt. Dry Soil (g)		91.42	Washed Wt. Dry Soil (g)		89.1	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	0.42
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.41
#4	4.750			0.00	0.00	0.0	100.0		D80	0.39
#8	2.360			0.00	0.00	0.0	100.0		D70	0.37
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.34
#30	0.600		0.80	0.80	0.80	0.9	99.1		D50	0.31
#40	0.425		7.90	7.90	8.70	9.5	90.5		D40	0.27
#50	0.300		39.70	39.70	48.40	52.9	47.1		D30	0.24
#100	0.150		38.00	38.00	86.40	94.5	5.5		D20	0.20
#200	0.075		2.60	2.60	89.00	97.4	2.6		D15	0.18
Pan	-----		0.000000000000000	0.00	89.00				D10	0.17
Total fines < #200 (g)		2.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		2.55

&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 #:		60-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:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	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)		137.56	Wt. Tare + Dry soil (g)		134	Screen/Riser					Riser
Original Wt. Dry Soil (g)		137.56	Washed Wt. Dry Soil (g)		134	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	0.0	100.0		D85	0.56
#4	4.750			0.00	0.00	0.0	100.0		D80	0.55
#8	2.360			0.00	0.00	0.0	100.0		D70	0.52
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.49
#30	0.600		4.00	4.00	4.00	2.9	97.1		D50	0.46
#40	0.425		79.20	79.20	83.20	60.5	39.5		D40	0.43
#50	0.300		34.70	34.70	117.90	85.7	14.3		D30	0.38
#100	0.150		11.30	11.30	129.20	93.9	6.1		D20	0.33
#200	0.075		4.60	4.60	133.80	97.3	2.7		D15	0.30
Pan	-----		0.100000000000000	0.10	133.90				D10	0.22
Total fines < #200 (g)		3.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.13
Fineness Modulus		3.40

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)			Wt. Tare (g)			D85 (mm)	0.57	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		136.09	Wt. Tare + Dry soil (g)		132.3	Screen/Riser					Riser
Original Wt. Dry Soil (g)		136.09	Washed Wt. Dry Soil (g)		132.3	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	0.0	100.0		D85	0.57
#4	4.750			0.00	0.00	0.0	100.0		D80	0.55
#8	2.360			0.00	0.00	0.0	100.0		D70	0.52
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.48
#30	0.600		8.40	8.40	8.40	6.2	93.8		D50	0.45
#40	0.425		68.80	68.80	77.20	56.7	43.3		D40	0.41
#50	0.300		35.80	35.80	113.00	83.0	17.0		D30	0.36
#100	0.150		14.20	14.20	127.20	93.5	6.5		D20	0.31
#200	0.075		4.50	4.50	131.70	96.8	3.2		D15	0.27
Pan	-----		0.20	0.20	131.90				D10	0.20
Total fines < #200 (g)		4.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.997	FAIL		D5	0.12
Fineness Modulus		3.36

&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 #:		60-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:		02/19/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	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)		139.51	Wt. Tare + Dry soil (g)		134.3	Screen/Riser					Riser
Original Wt. Dry Soil (g)		139.51	Washed Wt. Dry Soil (g)		134.3	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	0.74
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.59
#4	4.750			0.00	0.00	0.0	100.0		D80	0.58
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.54
#16	1.180		0.10	0.10	0.10	0.1	99.9		D60	0.51
#30	0.600		18.10	18.10	18.20	13.0	87.0		D50	0.47
#40	0.425		70.30	70.30	88.50	63.4	36.6		D40	0.44
#50	0.300		25.80	25.80	114.30	81.9	18.1		D30	0.38
#100	0.150		15.70000000000000	15.70	130.00	93.2	6.8		D20	0.31
#200	0.075		4.10	4.10	134.10	96.1	3.9		D15	0.26
Pan	-----		0.100000000000000	0.10	134.20				D10	0.19
Total fines < #200 (g)		5.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		3.48

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		51
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.48	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		132.43	Wt. Tare + Dry soil (g)		129.1	Screen/Riser					Riser
Original Wt. Dry Soil (g)		132.43	Washed Wt. Dry Soil (g)		129.1	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	0.0	100.0		D85	0.48
#4	4.750			0.00	0.00	0.0	100.0		D80	0.44
#8	2.360			0.00	0.00	0.0	100.0		D70	0.39
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.36
#30	0.600		1.60	1.60	1.60	1.2	98.8		D50	0.32
#40	0.425		27.10	27.10	28.70	21.7	78.3		D40	0.28
#50	0.300		44.30	44.30	73.00	55.1	44.9		D30	0.24
#100	0.150		48.70	48.70	121.70	91.9	8.1		D20	0.20
#200	0.075		7.00	7.00	128.70	97.2	2.8		D15	0.18
Pan	-----		0.200000000000000	0.20	128.90				D10	0.16
Total fines < #200 (g)		3.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.11
Fineness Modulus		2.67

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	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)		102.7	Wt. Tare + Dry soil (g)		99.4	Screen/Riser					Riser
Original Wt. Dry Soil (g)		102.7	Washed Wt. Dry Soil (g)		99.4	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	0.0	100.0		D85	0.29
#4	4.750			0.00	0.00	0.0	100.0		D80	0.28
#8	2.360			0.00	0.00	0.0	100.0		D70	0.26
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.24
#30	0.600		3.70	3.70	3.70	3.6	96.4		D50	0.22
#40	0.425		4.50	4.50	8.20	8.0	92.0		D40	0.20
#50	0.300		2.90	2.90	11.10	10.8	89.2		D30	0.18
#100	0.150		75.00	75.00	86.10	83.8	16.2		D20	0.16
#200	0.075		13.00000000000000	13.00	99.10	96.5	3.5		D15	0.14
Pan	-----		0.300000000000000	0.30	99.40				D10	0.11
Total fines < #200 (g)		3.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.03

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		56
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	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)		125.76	Wt. Tare + Dry soil (g)		121.1	Screen/Riser					Riser
Original Wt. Dry Soil (g)		125.76	Washed Wt. Dry Soil (g)		121.1	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	0.0	100.0		D85	0.42
#4	4.750			0.00	0.00	0.0	100.0		D80	0.35
#8	2.360			0.00	0.00	0.0	100.0		D70	0.28
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.26
#30	0.600		2.80	2.80	2.80	2.2	97.8		D50	0.23
#40	0.425		15.40	15.40	18.20	14.5	85.5		D40	0.20
#50	0.300		12.10	12.10	30.30	24.1	75.9		D30	0.17
#100	0.150		68.70	68.70	99.00	78.7	21.3		D20	0.14
#200	0.075		21.20000000000000	21.20	120.20	95.6	4.4		D15	0.12
Pan	-----		0.7000000000000000	0.70	120.90				D10	0.10
Total fines < #200 (g)		5.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.08
Fineness Modulus		2.15

&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 #:		60-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:		02/19/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	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)		134.55	Wt. Tare + Dry soil (g)		131.2	Screen/Riser					Riser
Original Wt. Dry Soil (g)		134.55	Washed Wt. Dry Soil (g)		131.2	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	0.0	100.0		D85	0.56
#4	4.750			0.00	0.00	0.0	100.0		D80	0.53
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.48
#16	1.180		0.10	0.10	0.10	0.1	99.9		D60	0.44
#30	0.600		7.50	7.50	7.60	5.6	94.4		D50	0.40
#40	0.425		49.60	49.60	57.20	42.5	57.5		D40	0.37
#50	0.300		53.30	53.30	110.50	82.1	17.9		D30	0.34
#100	0.150		17.90	17.90	128.40	95.4	4.6		D20	0.31
#200	0.075		2.30	2.30	130.70	97.1	2.9		D15	0.27
Pan	-----		0.200000000000000	0.20	130.90				D10	0.21
Total fines < #200 (g)		3.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.15
Fineness Modulus		3.23

&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 #:		60-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:		02/19/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.39	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		124.65	Wt. Tare + Dry soil (g)		150.1	Screen/Riser					Riser
Original Wt. Dry Soil (g)		124.65	Washed Wt. Dry Soil (g)		150.1	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	0.39
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.38
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.35
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.32
#30	0.600		0.20	0.20	0.20	0.2	99.8		D50	0.30
#40	0.425		2.50	2.50	2.70	2.2	97.8		D40	0.28
#50	0.300		58.60	58.60	61.30	49.2	50.8		D30	0.25
#100	0.150		83.60	83.60	144.90	116.2	-16.2		D20	0.23
#200	0.075		5.10000000000000	5.10	150.00	120.3	-20.3		D15	0.22
Pan	-----		0.10	0.10	150.10				D10	0.21
Total fines < #200 (g)		-25.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.20
Fineness Modulus		2.88

&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 #:		60-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:		02/19/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)			Wt. Tare (g)			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)		111.74	Wt. Tare + Dry soil (g)		109	Screen/Riser					Riser
Original Wt. Dry Soil (g)		111.74	Washed Wt. Dry Soil (g)		109	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	0.0	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		0.00	0.00	0.00	0.0	100.0		D60	0.24
#30	0.600		0.30	0.30	0.30	0.3	99.7		D50	0.22
#40	0.425		0.80	0.80	1.10	1.0	99.0		D40	0.20
#50	0.300		9.70	9.70	10.80	9.7	90.3		D30	0.18
#100	0.150		87.90	87.90	98.70	88.3	11.7		D20	0.17
#200	0.075		10.30	10.30	109.00	97.5	2.5		D15	0.16
Pan	-----		0.00	0.00	109.00				D10	0.14
Total fines < #200 (g)		2.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		1.97

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		73.5
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	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)		124.92	Wt. Tare + Dry soil (g)		122.4	Screen/Riser					Riser
Original Wt. Dry Soil (g)		124.92	Washed Wt. Dry Soil (g)		122.4	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	0.0	100.0		D85	0.56
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.51
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.43
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.30
#30	0.600		12.00	12.00	12.00	9.6	90.4		D50	0.27
#40	0.425		26.70	26.70	38.70	31.0	69.0		D40	0.24
#50	0.300		11.70	11.70	50.40	40.3	59.7		D30	0.21
#100	0.150		61.40	61.40	111.80	89.5	10.5		D20	0.18
#200	0.075		10.60	10.60	122.40	98.0	2.0		D15	0.16
Pan	-----		0.10	0.10	122.50				D10	0.15
Total fines < #200 (g)		2.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.10
Fineness Modulus		2.68

&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 #:		60-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Gray			Sample Depth: (ft)		78.5
Date Received:		12/31/99
Date Tested:		02/19/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.91	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		173.5	Wt. Tare + Dry soil (g)		165.6	Screen/Riser					Riser
Original Wt. Dry Soil (g)		173.5	Washed Wt. Dry Soil (g)		165.6	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	1.05
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.91
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.76
#8	2.360		0.10	0.10	0.10	0.1	99.9		D70	0.55
#16	1.180		9.80	9.80	9.90	5.7	94.3		D60	0.43
#30	0.600		34.30	34.30	44.20	25.5	74.5		D50	0.31
#40	0.425		26.50	26.50	70.70	40.7	59.3		D40	0.24
#50	0.300		17.10	17.10	87.80	50.6	49.4		D30	0.19
#100	0.150		44.20	44.20	132.00	76.1	23.9		D20	0.13
#200	0.075		31.10	31.10	163.10	94.0	6.0		D15	0.11
Pan	-----		0.20	0.20	163.30				D10	0.09
Total fines < #200 (g)		8.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.986	FAIL		D5	0.00
Fineness Modulus		2.93

&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 #:		60-I8P2G-19
Location:	Fulton County, KY
Sample Description:	Poorly-Graded Sand (SP) - Gray, Trace Gravel		Sample Depth: (ft)		83.5
Date Received:	12/31/99
Date Tested:	02/19/20
Tested By:	0
Before 200 Wash		After 200 Wash		For Government Use Only
Wt. Tare (g)	0	Wt. Tare (g)	0	D85 (mm)	2.94	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.	Screen

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.