Pilot Hole Sieve Data_61-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 federal solicitation seeks relief well construction and drainage improvement services in Fulton County, Kentucky. The scope of work includes installing 79 relief wells, over 12,000 linear feet of subsurface drain pipe, 1,900 linear feet of new drainage ditches, modification of existing drainage ditches, replacement of culverts at five locations with associated rip-rap, and removal of debris from a slough. This service-disabled veteran owned small business set-aside procurement will utilize sealed bid procedures. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Memphis.

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Other files

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

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SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	32
Location:	Fulton County, KY																	Screen (ft):	96
Well #:	61-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301															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	282.5	281.0	Poorly Graded Sand (SP) - Brown	0.81	0.60	0.57	0.52	0.47	0.41	0.36	0.30	0.23	0.20	0.16	0.09	0.60	4	RISER	El. 281.0 / 20 ft	Blue	Borderline
2	21	280.0	278.5	Poorly Graded Sand (SP) - Brown	0.60	0.57	0.53	0.47	0.42	0.39	0.36	0.33	0.30	0.26	0.21	0.15	0.57	2	SCREEN		Red	Fail
3	24	277.5	276.0	Poorly Graded Sand (SP) - Brown	0.57	0.52	0.48	0.41	0.37	0.33	0.29	0.25	0.21	0.19	0.17	0.13	0.52	3			Black	Pass
4	26	275.0	273.5	Poorly Graded Sand (SP) - Brown	0.56	0.53	0.50	0.44	0.40	0.37	0.33	0.30	0.23	0.20	0.17	0.10	0.53	4
5	29	272.5	271.0	Poorly Graded Sand (SP) - Brown	0.57	0.52	0.48	0.41	0.37	0.34	0.30	0.24	0.19	0.16	0.12	0.08	0.52	5
6	31	270.0	268.5	Poorly Graded Sand (SP) - Brown	0.48	0.42	0.39	0.34	0.29	0.26	0.24	0.21	0.18	0.16	0.14	0.00	0.42	5
7	34	267.5	266.0	Poorly Graded Sand (SP) - Brown	0.45	0.40	0.35	0.29	0.27	0.24	0.22	0.19	0.17	0.15	0.12	0.09	0.40	3
8	36	265.0	263.5	Poorly Graded Sand (SP) - Brown	0.58	0.55	0.51	0.44	0.40	0.37	0.34	0.31	0.25	0.20	0.16	0.08	0.55	5
9	39	262.5	261.0	Poorly Graded Sand (SP) - Brown	0.37	0.34	0.30	0.28	0.26	0.24	0.22	0.20	0.18	0.17	0.16	0.11	0.34	4		El. 261.0 / 20 ft
10	41	260.0	258.5	Poorly Graded Sand (SP) - Brown	0.34	0.30	0.29	0.27	0.25	0.23	0.21	0.19	0.17	0.16	0.15	0.09	0.30	4	RISER	El. 258.0 / 3 ft
11	44	257.5	256.0	Poorly Graded Sand (SP) - Brown	0.77	0.59	0.57	0.52	0.47	0.43	0.34	0.27	0.21	0.17	0.13	0.00	0.59	5	SCREEN
12	46	255.0	253.5	Well Graded Sand (SW) - Brown	0.73	0.59	0.57	0.54	0.50	0.46	0.42	0.34	0.19	0.12	0.08	0.00	0.59	10
13	49	252.5	251.0	Poorly Graded Sand (SP) - Brown	0.60	0.58	0.56	0.53	0.49	0.45	0.40	0.34	0.21	0.13	0.09	0.00	0.58	9
14	51	250.0	248.5	Poorly Graded Sand (SP) - Brown	0.88	0.72	0.60	0.55	0.51	0.47	0.42	0.34	0.26	0.21	0.16	0.08	0.72	5
15	54	247.5	246.0	Poorly Graded Sand (SP) - Brown	0.54	0.50	0.46	0.41	0.36	0.32	0.28	0.23	0.19	0.17	0.15	0.08	0.50	4
16	56	245.0	243.5	Poorly Graded Sand (SP) - Brown	1.03	0.95	0.87	0.72	0.59	0.53	0.47	0.40	0.23	0.15	0.11	0.00	0.95	6
17	59	242.5	241.0	Poorly Graded Sand (SP) - Brown	0.57	0.52	0.48	0.40	0.34	0.29	0.24	0.19	0.14	0.11	0.09	0.00	0.52	7
18	64	237.5	236.0	Poorly Graded Sand (SP) - Brown	0.41	0.39	0.37	0.34	0.30	0.27	0.24	0.21	0.19	0.17	0.16	0.10	0.39	4
19	69	232.5	231.0	Poorly Graded Sand (SP) - Gray	0.41	0.37	0.33	0.29	0.27	0.24	0.22	0.20	0.18	0.17	0.15	0.10	0.37	3
20	74	227.5	226.0	Poorly Graded Sand (SP) - Gray	0.83	0.65	0.58	0.52	0.47	0.40	0.29	0.24	0.19	0.17	0.14	0.09	0.65	3
21	79	222.5	221.0	Poorly Graded Sand (SP) - Gray	0.74	0.59	0.57	0.53	0.48	0.44	0.38	0.32	0.24	0.19	0.14	0.09	0.59	4
22	84	217.5	216.0	Well Graded Sand (SW) - Gray With Gravel	4.53	3.96	3.38	2.31	1.90	1.49	1.11	0.84	0.55	0.36	0.21	0.10	3.96	4
23	89	212.5	211.0	Poorly Graded Sand (SP) - Gray With Gravel	7.49	4.70	3.67	2.07	1.27	1.02	0.83	0.64	0.48	0.39	0.25	0.09	4.70	5
24	94	207.5	206.0	Well Graded Sand (SW) - Gray With Gravel	9.78	8.75	7.72	5.66	4.08	2.88	1.85	1.04	0.53	0.34	0.21	0.09	8.75	5
25	99	202.5	201.0	Well Graded Sand (SW) - Gray With Gravel	9.57	8.28	6.98	4.59	3.40	2.27	1.52	0.94	0.54	0.38	0.24	0.10	8.28	4
26	104	197.5	196.0	Well Graded Sand (SW) - Gray With Gravel	4.36	2.84	2.10	1.34	1.05	0.89	0.73	0.56	0.41	0.29	0.17	0.00	2.84	6
27	109	192.5	191.0	Well Graded Sand (SW) - Gray With Gravel	10.28	8.96	7.64	4.99	3.40	2.05	1.04	0.47	0.33	0.26	0.19	0.08	8.96	5		El. 188.0 / 70 ft
28	114	187.5	186.0	Poorly Graded Sand (SP) - Gray With Gravel	0.37	0.33	0.30	0.28	0.25	0.23	0.21	0.19	0.16	0.15	0.12	0.08	0.33	4	RISER
29	119	182.5	181.0	Poorly Graded Sand (SP) - Gray	0.28	0.26	0.25	0.22	0.19	0.16	0.14	0.12	0.10	0.09	0.08	0.00	0.26	7		El. 179.0 / 9 ft
30	124	177.5	176.0	Poorly Graded Sand (SP) - Gray	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	3.86	6	SCREEN	El. 173.0 / 6 ft
31	129	172.5	171.0	Poorly Graded Sand (SP) - Gray	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.58	4
32	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
33	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
34	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
35	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
36	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
37	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
38	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
39	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
40	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
41	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
42	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
43	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
44	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
45	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
46	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
47	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
48	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
49	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	0.00	0
50	0	0	0	0	6.08	3.86	2.43	1.14	0.84	0.59	0.51	0.44	0.34	0.28	0.18	0.00	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
61-I8P2G-19	18.5	1	0.60	0.47	0.30	0.20	0.16
61-I8P2G-19	21	2	0.57	0.42	0.33	0.26	0.21
61-I8P2G-19	23.5	3	0.52	0.37	0.25	0.19	0.17
61-I8P2G-19	26	4	0.53	0.40	0.30	0.20	0.17
61-I8P2G-19	28.5	5	0.52	0.37	0.24	0.16	0.12
61-I8P2G-19	31	6	0.42	0.29	0.21	0.16	0.14
61-I8P2G-19	33.5	7	0.40	0.27	0.19	0.15	0.12
61-I8P2G-19	36	8	0.55	0.40	0.31	0.20	0.16
61-I8P2G-19	38.5	9	0.34	0.26	0.20	0.17	0.16
61-I8P2G-19	41	10	0.30	0.25	0.19	0.16	0.15
61-I8P2G-19	43.5	11	0.59	0.47	0.27	0.17	0.13
61-I8P2G-19	46	12	0.59	0.50	0.34	0.12	0.08
61-I8P2G-19	48.5	13	0.58	0.49	0.34	0.13	0.09
61-I8P2G-19	51	14	0.72	0.51	0.34	0.21	0.16
61-I8P2G-19	53.5	15	0.50	0.36	0.23	0.17	0.15
61-I8P2G-19	56	16	0.95	0.59	0.40	0.15	0.11
61-I8P2G-19	58.5	17	0.52	0.34	0.19	0.11	0.09
61-I8P2G-19	63.5	18	0.39	0.30	0.21	0.17	0.16
61-I8P2G-19	68.5	19	0.37	0.27	0.20	0.17	0.15
61-I8P2G-19	73.5	20	0.65	0.47	0.24	0.17	0.14
61-I8P2G-19	78.5	21	0.59	0.48	0.32	0.19	0.14
61-I8P2G-19	83.5	22	3.96	1.90	0.84	0.36	0.21
61-I8P2G-19	88.5	23	4.70	1.27	0.64	0.39	0.25
61-I8P2G-19	93.5	24	8.75	4.08	1.04	0.34	0.21
61-I8P2G-19	98.5	25	8.28	3.40	0.94	0.38	0.24
61-I8P2G-19	103.5	26	2.84	1.05	0.56	0.29	0.17
61-I8P2G-19	108.5	27	8.96	3.40	0.47	0.26	0.19
61-I8P2G-19	113.5	28	0.33	0.25	0.19	0.15	0.12
61-I8P2G-19	118.5	29	0.26	0.19	0.12	0.09	0.08
61-I8P2G-19	123.5	30	3.86	0.84	0.44	0.28	0.18
61-I8P2G-19	128.5	31	0.58	0.43	0.29	0.20	0.16
61-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
61-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		02/27/20			(Top of Sample Only)
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.04	Wt. Tare (g)		120.04	D85 (mm)	0.60	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		444.21	Wt. Tare + Dry soil (g)		431.81	Screen/Riser					Riser
Original Wt. Dry Soil (g)		324.17	Washed Wt. Dry Soil (g)		311.77	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	0.81
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.60
#4	4.750		1.21	1.21	1.21	0.4	99.6		D80	0.57
#8	2.360		0.27	0.27	1.48	0.5	99.5		D70	0.52
#16	1.180		2.72	2.72	4.20	1.3	98.7		D60	0.47
#30	0.600		44.61	44.61	48.81	15.1	84.9		D50	0.41
#40	0.425		105.85	105.85	154.66	47.7	52.3		D40	0.36
#50	0.300		74.22	74.22	228.88	70.6	29.4		D30	0.30
#100	0.150		68.52	68.52	297.40	91.7	8.3		D20	0.23
#200	0.075		13.18	13.18	310.58	95.8	4.2		D15	0.20
Pan	-----		0.94	0.94	311.52				D10	0.16
Total fines < #200 (g)		13.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.09
Fineness Modulus		3.23

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		21
Date Received:		12/31/99
Date Tested:		02/27/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.2	Wt. Tare (g)		129.2	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)		456.45	Wt. Tare + Dry soil (g)		449.08	Screen/Riser					Riser
Original Wt. Dry Soil (g)		327.25	Washed Wt. Dry Soil (g)		319.88	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.60
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	0.53
#8	2.360		0.30	0.30	0.30	0.1	99.9		D70	0.47
#16	1.180		1.11	1.11	1.41	0.4	99.6		D60	0.42
#30	0.600		29.29	29.29	30.70	9.4	90.6		D50	0.39
#40	0.425		92.61	92.61	123.31	37.7	62.3		D40	0.36
#50	0.300		141.01	141.01	264.32	80.8	19.2		D30	0.33
#100	0.150		47.95	47.95	312.27	95.4	4.6		D20	0.30
#200	0.075		6.99	6.99	319.26	97.6	2.4		D15	0.26
Pan	-----		0.39	0.39	319.65				D10	0.21
Total fines < #200 (g)		7.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.15
Fineness Modulus		3.21

&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 #:		61-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:		02/27/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.84	Wt. Tare (g)		129.84	D85 (mm)	0.52	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		441.97	Wt. Tare + Dry soil (g)		433.08	Screen/Riser					Riser
Original Wt. Dry Soil (g)		312.13	Washed Wt. Dry Soil (g)		303.24	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.57
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.52
#4	4.750		0.29	0.29	0.29	0.1	99.9		D80	0.48
#8	2.360		0.19	0.19	0.48	0.2	99.8		D70	0.41
#16	1.180		0.86	0.86	1.34	0.4	99.6		D60	0.37
#30	0.600		20.21	20.21	21.55	6.9	93.1		D50	0.33
#40	0.425		57.74	57.74	79.29	25.4	74.6		D40	0.29
#50	0.300		96.68	96.68	175.97	56.4	43.6		D30	0.25
#100	0.150		117.57	117.57	293.54	94.0	6.0		D20	0.21
#200	0.075		8.99	8.99	302.53	96.9	3.1		D15	0.19
Pan	-----		0.46	0.46	302.99				D10	0.17
Total fines < #200 (g)		9.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.13
Fineness Modulus		2.80

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		26
Date Received:		12/31/99
Date Tested:		02/27/20
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)	0.53	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		447.92	Wt. Tare + Dry soil (g)		436.67	Screen/Riser					Riser
Original Wt. Dry Soil (g)		327.24	Washed Wt. Dry Soil (g)		315.99	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		0.20	0.20	0.20	0.1	99.9		D80	0.50
#8	2.360		0.10	0.10	0.30	0.1	99.9		D70	0.44
#16	1.180		0.24	0.24	0.54	0.2	99.8		D60	0.40
#30	0.600		9.81	9.81	10.35	3.2	96.8		D50	0.37
#40	0.425		93.81	93.81	104.16	31.8	68.2		D40	0.33
#50	0.300		123.97	123.97	228.13	69.7	30.3		D30	0.30
#100	0.150		74.90	74.90	303.03	92.6	7.4		D20	0.23
#200	0.075		12.05	12.05	315.08	96.3	3.7		D15	0.20
Pan	-----		0.75	0.75	315.83				D10	0.17
Total fines < #200 (g)		12.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		2.94

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

# (4)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (5)

Project Name:		Island 8 Parcel 2			Relief Well #:		61-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:		02/27/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		124.96	Wt. Tare (g)		124.96	D85 (mm)	0.52	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		454.41	Wt. Tare + Dry soil (g)		439.12	Screen/Riser					Riser
Original Wt. Dry Soil (g)		329.45	Washed Wt. Dry Soil (g)		314.16	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.57
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.52
#4	4.750		0.19	0.19	0.19	0.1	99.9		D80	0.48
#8	2.360		0.03	0.03	0.22	0.1	99.9		D70	0.41
#16	1.180		0.61	0.61	0.83	0.3	99.7		D60	0.37
#30	0.600		19.08	19.08	19.91	6.0	94.0		D50	0.34
#40	0.425		67.48	67.48	87.39	26.5	73.5		D40	0.30
#50	0.300		109.87	109.87	197.26	59.9	40.1		D30	0.24
#100	0.150		87.91	87.91	285.17	86.6	13.4		D20	0.19
#200	0.075		28.07	28.07	313.24	95.1	4.9		D15	0.16
Pan	-----		0.79	0.79	314.03				D10	0.12
Total fines < #200 (g)		16.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.74

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		31
Date Received:		12/31/99
Date Tested:		02/27/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.14	Wt. Tare (g)		126.14	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)		442	Wt. Tare + Dry soil (g)		426.3	Screen/Riser					Riser
Original Wt. Dry Soil (g)		315.86	Washed Wt. Dry Soil (g)		300.16	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	0.48
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	0.39
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.34
#16	1.180		0.33	0.33	0.34	0.1	99.9		D60	0.29
#30	0.600		6.84	6.84	7.18	2.3	97.7		D50	0.26
#40	0.425		36.00	36.00	43.18	13.7	86.3		D40	0.24
#50	0.300		76.70	76.70	119.88	38.0	62.0		D30	0.21
#100	0.150		161.81	161.81	281.69	89.2	10.8		D20	0.18
#200	0.075		17.40	17.40	299.09	94.7	5.3		D15	0.16
Pan	-----		1.06	1.06	300.15				D10	0.14
Total fines < #200 (g)		16.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.38

&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 #:		61-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:		02/27/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.61	Wt. Tare (g)		125.61	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)		430.47	Wt. Tare + Dry soil (g)		421.14	Screen/Riser					Riser
Original Wt. Dry Soil (g)		304.86	Washed Wt. Dry Soil (g)		295.53	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	0.40
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.35
#8	2.360		0.07	0.07	0.07	0.0	100.0		D70	0.29
#16	1.180		0.07	0.07	0.14	0.0	100.0		D60	0.27
#30	0.600		4.13	4.13	4.27	1.4	98.6		D50	0.24
#40	0.425		31.32	31.32	35.59	11.7	88.3		D40	0.22
#50	0.300		43.53	43.53	79.12	26.0	74.0		D30	0.19
#100	0.150		184.80	184.80	263.92	86.6	13.4		D20	0.17
#200	0.075		30.37	30.37	294.29	96.5	3.5		D15	0.15
Pan	-----		1.08	1.08	295.37				D10	0.12
Total fines < #200 (g)		10.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.09
Fineness Modulus		2.22

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		36
Date Received:		12/31/99
Date Tested:		02/27/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.63	Wt. Tare (g)		127.63	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)		451.32	Wt. Tare + Dry soil (g)		438.07	Screen/Riser					Riser
Original Wt. Dry Soil (g)		323.69	Washed Wt. Dry Soil (g)		310.44	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	0.51
#8	2.360		0.19	0.19	0.19	0.1	99.9		D70	0.44
#16	1.180		0.58	0.58	0.77	0.2	99.8		D60	0.40
#30	0.600		21.87	21.87	22.64	7.0	93.0		D50	0.37
#40	0.425		82.87	82.87	105.51	32.6	67.4		D40	0.34
#50	0.300		133.67	133.67	239.18	73.9	26.1		D30	0.31
#100	0.150		55.45	55.45	294.63	91.0	9.0		D20	0.25
#200	0.075		14.41	14.41	309.04	95.5	4.5		D15	0.20
Pan	-----		1.16	1.16	310.20				D10	0.16
Total fines < #200 (g)		14.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.08
Fineness Modulus		3.00

&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 #:		61-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:		02/27/20
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)	0.34	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		441.44	Wt. Tare + Dry soil (g)		431.12	Screen/Riser					Riser
Original Wt. Dry Soil (g)		312.56	Washed Wt. Dry Soil (g)		302.24	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.37
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.34
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.30
#8	2.360		0.38	0.38	0.38	0.1	99.9		D70	0.28
#16	1.180		0.06	0.06	0.44	0.1	99.9		D60	0.26
#30	0.600		1.50	1.50	1.94	0.6	99.4		D50	0.24
#40	0.425		5.08	5.08	7.02	2.2	97.8		D40	0.22
#50	0.300		55.92	55.92	62.94	20.1	79.9		D30	0.20
#100	0.150		227.35	227.35	290.29	92.9	7.1		D20	0.18
#200	0.075		11.23	11.23	301.52	96.5	3.5		D15	0.17
Pan	-----		0.72	0.72	302.24				D10	0.16
Total fines < #200 (g)		11.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		2.13

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		41
Date Received:		12/31/99
Date Tested:		02/27/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.43	Wt. Tare (g)		127.43	D85 (mm)	0.30	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		439.98	Wt. Tare + Dry soil (g)		429.47	Screen/Riser					Riser
Original Wt. Dry Soil (g)		312.55	Washed Wt. Dry Soil (g)		302.04	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.34
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.30
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.29
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.27
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.25
#30	0.600		0.59	0.59	0.60	0.2	99.8		D50	0.23
#40	0.425		3.84	3.84	4.44	1.4	98.6		D40	0.21
#50	0.300		40.71	40.71	45.15	14.4	85.6		D30	0.19
#100	0.150		238.52	238.52	283.67	90.8	9.2		D20	0.17
#200	0.075		17.57	17.57	301.24	96.4	3.6		D15	0.16
Pan	-----		0.76	0.76	302.00				D10	0.15
Total fines < #200 (g)		11.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		2.03

&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 #:		61-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:		02/26/20
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.7	Wt. Tare (g)		120.7	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)		438.19	Wt. Tare + Dry soil (g)		422.8	Screen/Riser					Riser
Original Wt. Dry Soil (g)		317.49	Washed Wt. Dry Soil (g)		302.1	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	0.77
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.57
#8	2.360		0.17	0.17	0.17	0.1	99.9		D70	0.52
#16	1.180		0.34	0.34	0.51	0.2	99.8		D60	0.47
#30	0.600		43.75	43.75	44.26	13.9	86.1		D50	0.43
#40	0.425		115.74	115.74	160.00	50.4	49.6		D40	0.34
#50	0.300		47.59	47.59	207.59	65.4	34.6		D30	0.27
#100	0.150		73.33	73.33	280.92	88.5	11.5		D20	0.21
#200	0.075		19.57	19.57	300.49	94.6	5.4		D15	0.17
Pan	-----		1.53	1.53	302.02				D10	0.13
Total fines < #200 (g)		16.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.13

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Well Graded Sand (SW) - Brown			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		02/26/20
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.45	Wt. Tare (g)		127.45	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)		460.24	Wt. Tare + Dry soil (g)		432.97	Screen/Riser					Riser
Original Wt. Dry Soil (g)		332.79	Washed Wt. Dry Soil (g)		305.52	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.73
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.57
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.54
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.50
#30	0.600		42.62	42.62	42.63	12.8	87.2		D50	0.46
#40	0.425		156.09	156.09	198.72	59.7	40.3		D40	0.42
#50	0.300		49.52	49.52	248.24	74.6	25.4		D30	0.34
#100	0.150		25.55	25.55	273.79	82.3	17.7		D20	0.19
#200	0.075		26.88	26.88	300.67	90.3	9.7		D15	0.12
Pan	-----		4.73	4.73	305.40				D10	0.08
Total fines < #200 (g)		32.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.20

&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 #:		61-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:		02/27/20
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)	0.58	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		458.28	Wt. Tare + Dry soil (g)		437.65	Screen/Riser					Riser
Original Wt. Dry Soil (g)		337.55	Washed Wt. Dry Soil (g)		316.92	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	0.58
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.56
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.53
#16	1.180		0.03	0.03	0.04	0.0	100.0		D60	0.49
#30	0.600		33.09	33.09	33.13	9.8	90.2		D50	0.45
#40	0.425		159.10	159.10	192.23	56.9	43.1		D40	0.40
#50	0.300		62.43	62.43	254.66	75.4	24.6		D30	0.34
#100	0.150		24.54	24.54	279.20	82.7	17.3		D20	0.21
#200	0.075		28.96	28.96	308.16	91.3	8.7		D15	0.13
Pan	-----		8.74	8.74	316.90				D10	0.09
Total fines < #200 (g)		29.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.16

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		51
Date Received:		12/31/99
Date Tested:		02/27/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.55	Wt. Tare (g)		125.55	D85 (mm)	0.72	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		450.17	Wt. Tare + Dry soil (g)		436.08	Screen/Riser					Riser
Original Wt. Dry Soil (g)		324.62	Washed Wt. Dry Soil (g)		310.53	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	0.88
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.72
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.60
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.55
#16	1.180		0.21	0.21	0.21	0.1	99.9		D60	0.51
#30	0.600		61.59	61.59	61.80	19.0	81.0		D50	0.47
#40	0.425		130.36	130.36	192.16	59.2	40.8		D40	0.42
#50	0.300		54.32	54.32	246.48	75.9	24.1		D30	0.34
#100	0.150		47.63	47.63	294.11	90.6	9.4		D20	0.26
#200	0.075		15.18	15.18	309.29	95.3	4.7		D15	0.21
Pan	-----		1.04	1.04	310.33				D10	0.16
Total fines < #200 (g)		15.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.08
Fineness Modulus		3.40

&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 #:		61-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:		02/27/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		130.1	Wt. Tare (g)		130.1	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)		452	Wt. Tare + Dry soil (g)		438.9	Screen/Riser					Riser
Original Wt. Dry Soil (g)		321.9	Washed Wt. Dry Soil (g)		308.8	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	0.50
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.46
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.41
#16	1.180		0.01	0.01	0.01	0.0	100.0		D60	0.36
#30	0.600		5.19	5.19	5.20	1.6	98.4		D50	0.32
#40	0.425		76.48	76.48	81.68	25.4	74.6		D40	0.28
#50	0.300		94.97	94.97	176.65	54.9	45.1		D30	0.23
#100	0.150		111.94	111.94	288.59	89.7	10.3		D20	0.19
#200	0.075		18.88	18.88	307.47	95.5	4.5		D15	0.17
Pan	-----		1.25	1.25	308.72				D10	0.15
Total fines < #200 (g)		14.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.67

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		56
Date Received:		12/31/99
Date Tested:		02/26/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.57	Wt. Tare (g)		119.57	D85 (mm)	0.95	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		447.46	Wt. Tare + Dry soil (g)		429.86	Screen/Riser					Riser
Original Wt. Dry Soil (g)		327.89	Washed Wt. Dry Soil (g)		310.29	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.03
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.95
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.87
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.72
#16	1.180		0.20	0.20	0.20	0.1	99.9		D60	0.59
#30	0.600		123.09	123.09	123.29	37.6	62.4		D50	0.53
#40	0.425		102.14	102.14	225.43	68.8	31.2		D40	0.47
#50	0.300		22.91	22.91	248.34	75.7	24.3		D30	0.40
#100	0.150		29.88	29.88	278.22	84.9	15.1		D20	0.23
#200	0.075		30.57	30.57	308.79	94.2	5.8		D15	0.15
Pan	-----		1.38	1.38	310.17				D10	0.11
Total fines < #200 (g)		19.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.61

&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 #:		61-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:		02/26/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		130.29	Wt. Tare (g)		130.29	D85 (mm)	0.52	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		454.87	Wt. Tare + Dry soil (g)		434.01	Screen/Riser					Riser
Original Wt. Dry Soil (g)		324.58	Washed Wt. Dry Soil (g)		303.72	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.57
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.52
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.48
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.40
#16	1.180		0.22	0.22	0.23	0.1	99.9		D60	0.34
#30	0.600		20.34	20.34	20.57	6.3	93.7		D50	0.29
#40	0.425		64.33	64.33	84.90	26.2	73.8		D40	0.24
#50	0.300		67.64	67.64	152.54	47.0	53.0		D30	0.19
#100	0.150		100.67	100.67	253.21	78.0	22.0		D20	0.14
#200	0.075		48.54	48.54	301.75	93.0	7.0		D15	0.11
Pan	-----		1.99	1.99	303.74				D10	0.09
Total fines < #200 (g)		22.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.51

&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 #:		61-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:		02/26/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.27	Wt. Tare (g)		120.27	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)		440.73	Wt. Tare + Dry soil (g)		429.93	Screen/Riser					Riser
Original Wt. Dry Soil (g)		320.46	Washed Wt. Dry Soil (g)		309.66	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	0.39
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.37
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.34
#16	1.180		0.12	0.12	0.12	0.0	100.0		D60	0.30
#30	0.600		3.04	3.04	3.16	1.0	99.0		D50	0.27
#40	0.425		15.13	15.13	18.29	5.7	94.3		D40	0.24
#50	0.300		110.91	110.91	129.20	40.3	59.7		D30	0.21
#100	0.150		166.17	166.17	295.37	92.2	7.8		D20	0.19
#200	0.075		13.85	13.85	309.22	96.5	3.5		D15	0.17
Pan	-----		0.45	0.45	309.67				D10	0.16
Total fines < #200 (g)		11.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		2.36

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Gray			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		02/26/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.26	Wt. Tare (g)		120.26	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)		422.48	Wt. Tare + Dry soil (g)		412.4	Screen/Riser					Riser
Original Wt. Dry Soil (g)		302.22	Washed Wt. Dry Soil (g)		292.14	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.41
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	0.33
#8	2.360		0.32	0.32	0.32	0.1	99.9		D70	0.29
#16	1.180		0.73	0.73	1.05	0.3	99.7		D60	0.27
#30	0.600		9.98	9.98	11.03	3.6	96.4		D50	0.24
#40	0.425		13.82	13.82	24.85	8.2	91.8		D40	0.22
#50	0.300		49.24	49.24	74.09	24.5	75.5		D30	0.20
#100	0.150		203.54	203.54	277.63	91.9	8.1		D20	0.18
#200	0.075		14.06	14.06	291.69	96.5	3.5		D15	0.17
Pan	-----		0.42	0.42	292.11				D10	0.15
Total fines < #200 (g)		10.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		2.25

&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 #:		61-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Gray			Sample Depth: (ft)		73.5
Date Received:		12/31/99
Date Tested:		02/26/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.67	Wt. Tare (g)		129.67	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)		451.07	Wt. Tare + Dry soil (g)		441.82	Screen/Riser					Riser
Original Wt. Dry Soil (g)		321.4	Washed Wt. Dry Soil (g)		312.15	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.83
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	0.0	100.0		D80	0.58
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.52
#16	1.180		0.39	0.39	0.39	0.1	99.9		D60	0.47
#30	0.600		52.45	52.45	52.84	16.4	83.6		D50	0.40
#40	0.425		100.41	100.41	153.25	47.7	52.3		D40	0.29
#50	0.300		34.51	34.51	187.76	58.4	41.6		D30	0.24
#100	0.150		96.42	96.42	284.18	88.4	11.6		D20	0.19
#200	0.075		27.02	27.02	311.20	96.8	3.2		D15	0.17
Pan	-----		0.88	0.88	312.08				D10	0.14
Total fines < #200 (g)		10.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.08

&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 #:		61-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:		02/26/20
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.38	Wt. Tare (g)		127.38	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)		459.43	Wt. Tare + Dry soil (g)		447.55	Screen/Riser					Riser
Original Wt. Dry Soil (g)		332.05	Washed Wt. Dry Soil (g)		320.17	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	0.00	0.0	100.0		D85	0.59
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.57
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.53
#16	1.180		0.03	0.03	0.03	0.0	100.0		D60	0.48
#30	0.600		43.98	43.98	44.01	13.3	86.7		D50	0.44
#40	0.425		131.81	131.81	175.82	52.9	47.1		D40	0.38
#50	0.300		68.91	68.91	244.73	73.7	26.3		D30	0.32
#100	0.150		49.31	49.31	294.04	88.6	11.4		D20	0.24
#200	0.075		25.06	25.06	319.10	96.1	3.9		D15	0.19
Pan	-----		0.92	0.92	320.02				D10	0.14
Total fines < #200 (g)		12.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.25

&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 #:	61-I8P2G-19
Location:	Fulton County, KY
Sample Description:	Well Graded Sand (SW) - Gray With Gravel	Sample Depth: (ft)	83.5
Date Received:	12/31/99
Date Tested:	02/27/20
Tested By:	AT

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.