Pilot Hole Sieve Data_46-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 proposals for an Island 8, Parcel 2 Seepage Remediation project. The project scope includes installing 79 relief wells, over 12,000 linear feet of subsurface drain pipe, 1,900 linear feet of new drainage ditches, modifying existing drainage ditches, replacing culverts at five locations with associated rip-rap, and removing debris from Running Slough. The solicitation is set aside for service-disabled veteran owned small businesses and utilizes sealed bid procedures. The work will be located in Fulton County, Kentucky and is advertised by the Department of the Army Corps of Engineers Engineering District Memphis.

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Other files

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

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SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	27
Location:	Fulton County, KY																	Screen (ft):	78
Well #:	46-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301.4															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	282.9	281.4	Poorly Graded Sand (SP) - Brown, Saturated	0.40	0.38	0.36	0.32	0.29	0.27	0.24	0.22	0.19	0.18	0.17	0.15	0.38	1	RISER	El. 281.4 / 20 ft	Blue	Borderline
2	21	280.4	278.9	Poorly Graded Sand (SP) - Brown, Saturated	0.93	0.72	0.58	0.47	0.40	0.35	0.30	0.26	0.22	0.19	0.17	0.15	0.72	2	SCREEN		Red	Fail
3	24	277.9	276.4	Poorly Graded Sand (SP) - Brown, Saturated	1.08	0.93	0.77	0.57	0.51	0.45	0.39	0.35	0.30	0.25	0.20	0.15	0.93	3			Black	Pass
4	26	275.4	273.9	Poorly Graded Sand (SP) - Brown, Saturated	0.67	0.57	0.54	0.47	0.41	0.38	0.35	0.31	0.26	0.22	0.19	0.15	0.57	3
5	29	272.9	271.4	Poorly Graded Sand (SP) - Brown, Saturated	0.78	0.59	0.57	0.52	0.47	0.42	0.36	0.30	0.24	0.21	0.18	0.14	0.59	3
6	31	270.4	268.9	Poorly Graded Sand (SP) - Brown, Saturated	0.86	0.69	0.59	0.55	0.50	0.46	0.42	0.37	0.32	0.30	0.22	0.14	0.69	3
7	34	267.9	266.4	Poorly Graded Sand (SP) - Brown, Saturated	0.68	0.59	0.57	0.53	0.49	0.45	0.40	0.34	0.28	0.23	0.19	0.13	0.59	3
8	36	265.4	263.9	Poorly Graded Sand (SP) - Brown, Wet	0.40	0.38	0.36	0.32	0.29	0.26	0.24	0.21	0.19	0.18	0.16	0.15	0.38	3
9	39	262.9	261.4	Poorly Graded Sand (SP) - Brown, Saturated	0.43	0.40	0.37	0.32	0.28	0.26	0.23	0.21	0.18	0.17	0.16	0.11	0.40	4
10	41	260.4	258.9	Poorly Graded Sand (SP) - Brown, Saturated	0.42	0.40	0.39	0.36	0.32	0.29	0.26	0.23	0.20	0.18	0.17	0.14	0.40	3
11	44	257.9	256.4	Poorly Graded Sand (SP) - Brown, Saturated	0.47	0.42	0.40	0.37	0.33	0.30	0.26	0.23	0.20	0.18	0.16	0.12	0.42	4
12	46	255.4	253.9	Poorly Graded Sand (SP) - Brown, Wet	0.63	0.58	0.57	0.53	0.50	0.46	0.43	0.36	0.26	0.17	0.12	0.08	0.58	4
13	49	252.9	251.4	Poorly Graded Sand (SP) - Brown, Saturated	0.57	0.54	0.51	0.45	0.38	0.29	0.24	0.19	0.14	0.12	0.09	0.00	0.54	5
14	51	250.4	248.9	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.55	0.53	0.49	0.44	0.39	0.32	0.26	0.21	0.18	0.15	0.09	0.55	4
15	54	247.9	246.4	Poorly Graded Sand (SP) - Brown, Saturated	0.59	0.57	0.55	0.52	0.48	0.44	0.41	0.36	0.32	0.30	0.23	0.15	0.57	3
16	56	245.4	243.9	Poorly Graded Sand (SP) - Brown, Saturated	1.01	0.91	0.81	0.62	0.56	0.52	0.48	0.44	0.37	0.32	0.23	0.13	0.91	3
17	59	242.9	241.4	Poorly Graded Sand (SP) - Brown, Saturated	0.95	0.83	0.71	0.58	0.54	0.49	0.45	0.40	0.31	0.25	0.18	0.10	0.83	4
18	64	237.9	236.4	Poorly Graded Sand/Silty Sand (SP-SM) - Gray, Wet	0.54	0.48	0.42	0.32	0.27	0.23	0.19	0.15	0.11	0.10	0.08	0.00	0.48	9		El. 236.4 / 45 ft
19	69	232.9	231.4	Poorly Graded Sand (SP) - Gray, Wet	0.51	0.42	0.33	0.22	0.14	0.13	0.11	0.10	0.08	0.00	0.00	0.00	0.42	16	RISER	El. 229.4 / 7 ft
20	74	227.9	226.4	Poorly Graded Sand (SP) - Brown, Saturated	1.01	0.93	0.84	0.66	0.57	0.51	0.46	0.38	0.25	0.19	0.13	0.08	0.93	5	SCREEN
21	79	222.9	221.4	Poorly Graded Sand (SP) - Brown, Saturated	0.87	0.70	0.59	0.55	0.50	0.46	0.41	0.36	0.31	0.25	0.19	0.09	0.70	4
22	84	217.9	216.4	Poorly Graded Sand (SP) - Brown, Saturated	1.10	1.00	0.90	0.70	0.52	0.36	0.25	0.18	0.12	0.10	0.09	0.00	1.00	7
23	89	212.9	211.4	Poorly Graded Sand (SP) - Brown, Saturated	3.99	2.95	2.25	1.74	1.24	1.02	0.83	0.65	0.45	0.30	0.21	0.11	2.95	3
24	94	207.9	206.4	Poorly Graded Sand (SP) - Brown, Saturated	1.55	1.16	1.10	0.97	0.85	0.73	0.61	0.49	0.35	0.26	0.20	0.13	1.16	3
25	99	202.9	201.4	Poorly Graded Sand (SP) - Brown, Saturated	2.10	1.65	1.21	1.08	0.98	0.88	0.77	0.67	0.54	0.44	0.32	0.17	1.65	3
26	104	197.9	196.4	Poorly Graded Sand (SP) - Brown, Saturated	2.35	2.00	1.64	1.14	1.01	0.89	0.76	0.64	0.49	0.40	0.25	0.10	2.00	4		El. 196.4 / 33 ft
27	109	192.9	191.4	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	13.87	11.48	9.10	4.60	2.87	1.59	0.98	0.67	0.46	0.35	0.21	0.00	11.48	5
28	114	187.9	186.4	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	11.38	9.58	7.78	4.43	2.42	1.34	0.90	0.58	0.40	0.28	0.15	0.00	9.58	7
29	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
30	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
31	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
32	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
33	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
34	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
35	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
36	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
37	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
38	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
39	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
40	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
41	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
42	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
43	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
44	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
45	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
46	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
47	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
48	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
49	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
50	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0

&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
46-I8P2G-19	18.5	1	0.38	0.29	0.22	0.18	0.17
46-I8P2G-19	21	2	0.72	0.40	0.26	0.19	0.17
46-I8P2G-19	23.5	3	0.93	0.51	0.35	0.25	0.20
46-I8P2G-19	26	4	0.57	0.41	0.31	0.22	0.19
46-I8P2G-19	28.5	5	0.59	0.47	0.30	0.21	0.18
46-I8P2G-19	31	6	0.69	0.50	0.37	0.30	0.22
46-I8P2G-19	33.5	7	0.59	0.49	0.34	0.23	0.19
46-I8P2G-19	36	8	0.38	0.29	0.21	0.18	0.16
46-I8P2G-19	38.5	9	0.40	0.28	0.21	0.17	0.16
46-I8P2G-19	41	10	0.40	0.32	0.23	0.18	0.17
46-I8P2G-19	43.5	11	0.42	0.33	0.23	0.18	0.16
46-I8P2G-19	46	12	0.58	0.50	0.36	0.17	0.12
46-I8P2G-19	48.5	13	0.54	0.38	0.19	0.12	0.09
46-I8P2G-19	51	14	0.55	0.44	0.26	0.18	0.15
46-I8P2G-19	53.5	15	0.57	0.48	0.36	0.30	0.23
46-I8P2G-19	56	16	0.91	0.56	0.44	0.32	0.23
46-I8P2G-19	58.5	17	0.83	0.54	0.40	0.25	0.18
46-I8P2G-19	63.5	18	0.48	0.27	0.15	0.10	0.08
46-I8P2G-19	68.5	19	0.42	0.14	0.10	0.00	0.00
46-I8P2G-19	73.5	20	0.93	0.57	0.38	0.19	0.13
46-I8P2G-19	78.5	21	0.70	0.50	0.36	0.25	0.19
46-I8P2G-19	83.5	22	1.00	0.52	0.18	0.10	0.09
46-I8P2G-19	88.5	23	2.95	1.24	0.65	0.30	0.21
46-I8P2G-19	93.5	24	1.16	0.85	0.49	0.26	0.20
46-I8P2G-19	98.5	25	1.65	0.98	0.67	0.44	0.32
46-I8P2G-19	103.5	26	2.00	1.01	0.64	0.40	0.25
46-I8P2G-19	108.5	27	11.48	2.87	0.67	0.35	0.21
46-I8P2G-19	113.5	28	9.58	2.42	0.58	0.28	0.15
46-I8P2G-19	0	29	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
46-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		12/17/19			(Top of Sample Only)
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.84	Wt. Tare (g)		128.84	D85 (mm)	0.38	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		431.45	Wt. Tare + Dry soil (g)		428.3	Screen/Riser					Riser
Original Wt. Dry Soil (g)		302.61	Washed Wt. Dry Soil (g)		299.46	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.40
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.38
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.36
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.32
#16	1.180		0.02	0.02	0.02	0.0	100.0		D60	0.29
#30	0.600		0.37	0.37	0.39	0.1	99.9		D50	0.27
#40	0.425		12.97	12.97	13.36	4.4	95.6		D40	0.24
#50	0.300		95.29	95.29	108.65	35.9	64.1		D30	0.22
#100	0.150		184.66	184.66	293.31	96.9	3.1		D20	0.19
#200	0.075		5.91	5.91	299.22	98.9	1.1		D15	0.18
Pan	-----		0.13	0.13	299.35				D10	0.17
Total fines < #200 (g)		3.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		2.36

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		21
Date Received:		12/31/99
Date Tested:		12/17/19
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)	0.72	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		443.74	Wt. Tare + Dry soil (g)		437.24	Screen/Riser					Riser
Original Wt. Dry Soil (g)		314.86	Washed Wt. Dry Soil (g)		308.36	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	0.93
3/8'	9.500		4.20	4.20	4.20	1.3	98.7		D85	0.72
#4	4.750		1.19	1.19	5.39	1.7	98.3		D80	0.58
#8	2.360		0.90	0.90	6.29	2.0	98.0		D70	0.47
#16	1.180		5.60	5.60	11.89	3.8	96.2		D60	0.40
#30	0.600		45.01	45.01	56.90	18.1	81.9		D50	0.35
#40	0.425		51.99	51.99	108.89	34.6	65.4		D40	0.30
#50	0.300		79.10	79.10	187.99	59.7	40.3		D30	0.26
#100	0.150		113.42	113.42	301.41	95.7	4.3		D20	0.22
#200	0.075		6.56	6.56	307.97	97.8	2.2		D15	0.19
Pan	-----		0.25	0.25	308.22				D10	0.17
Total fines < #200 (g)		6.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.15

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		23.5
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.25	Wt. Tare (g)		121.25	D85 (mm)	0.93	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		448.15	Wt. Tare + Dry soil (g)		439.74	Screen/Riser					Riser
Original Wt. Dry Soil (g)		326.9	Washed Wt. Dry Soil (g)		318.49	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	1.08
3/8'	9.500		9.64	9.64	9.64	2.9	97.1		D85	0.93
#4	4.750		2.78	2.78	12.42	3.8	96.2		D80	0.77
#8	2.360		1.95	1.95	14.37	4.4	95.6		D70	0.57
#16	1.180		8.45	8.45	22.82	7.0	93.0		D60	0.51
#30	0.600		59.65	59.65	82.47	25.2	74.8		D50	0.45
#40	0.425		91.81	91.81	174.28	53.3	46.7		D40	0.39
#50	0.300		88.30	88.30	262.58	80.3	19.7		D30	0.35
#100	0.150		47.96	47.96	310.54	95.0	5.0		D20	0.30
#200	0.075		7.59	7.59	318.13	97.3	2.7		D15	0.25
Pan	-----		0.23	0.23	318.36				D10	0.20
Total fines < #200 (g)		8.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.69

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		26
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.19	Wt. Tare (g)		125.19	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)		430.47	Wt. Tare + Dry soil (g)		422.58	Screen/Riser					Riser
Original Wt. Dry Soil (g)		305.28	Washed Wt. Dry Soil (g)		297.39	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.67
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.57
#4	4.750		0.25	0.25	0.25	0.1	99.9		D80	0.54
#8	2.360		0.13	0.13	0.38	0.1	99.9		D70	0.47
#16	1.180		0.86	0.86	1.24	0.4	99.6		D60	0.41
#30	0.600		33.57	33.57	34.81	11.4	88.6		D50	0.38
#40	0.425		76.84	76.84	111.65	36.6	63.4		D40	0.35
#50	0.300		115.32	115.32	226.97	74.3	25.7		D30	0.31
#100	0.150		64.54	64.54	291.51	95.5	4.5		D20	0.26
#200	0.075		5.71	5.71	297.22	97.4	2.6		D15	0.22
Pan	-----		0.20	0.20	297.42				D10	0.19
Total fines < #200 (g)		8.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.16

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		28.5
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.37	Wt. Tare (g)		125.37	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)		442.2	Wt. Tare + Dry soil (g)		434.29	Screen/Riser					Riser
Original Wt. Dry Soil (g)		316.83	Washed Wt. Dry Soil (g)		308.92	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	0.78
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		1.03	1.03	1.03	0.3	99.7		D80	0.57
#8	2.360		0.78	0.78	1.81	0.6	99.4		D70	0.52
#16	1.180		2.33	2.33	4.14	1.3	98.7		D60	0.47
#30	0.600		39.60	39.60	43.74	13.8	86.2		D50	0.42
#40	0.425		110.53	110.53	154.27	48.7	51.3		D40	0.36
#50	0.300		69.86	69.86	224.13	70.7	29.3		D30	0.30
#100	0.150		76.02	76.02	300.15	94.7	5.3		D20	0.24
#200	0.075		8.28	8.28	308.43	97.3	2.7		D15	0.21
Pan	-----		0.33	0.33	308.76				D10	0.18
Total fines < #200 (g)		8.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		3.28

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		31
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.93	Wt. Tare (g)		119.93	D85 (mm)	0.69	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		430.97	Wt. Tare + Dry soil (g)		422.02	Screen/Riser					Riser
Original Wt. Dry Soil (g)		311.04	Washed Wt. Dry Soil (g)		302.09	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	0.86
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.69
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.59
#8	2.360		0.72	0.72	0.72	0.2	99.8		D70	0.55
#16	1.180		2.14	2.14	2.86	0.9	99.1		D60	0.50
#30	0.600		51.66	51.66	54.52	17.5	82.5		D50	0.46
#40	0.425		127.42	127.42	181.94	58.5	41.5		D40	0.42
#50	0.300		82.71	82.71	264.65	85.1	14.9		D30	0.37
#100	0.150		30.16	30.16	294.81	94.8	5.2		D20	0.32
#200	0.075		6.82	6.82	301.63	97.0	3.0		D15	0.30
Pan	-----		0.22	0.22	301.85				D10	0.22
Total fines < #200 (g)		9.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		3.54

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		33.5
Date Received:		12/31/99
Date Tested:		12/18/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.24	Wt. Tare (g)		125.24	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)		440.98	Wt. Tare + Dry soil (g)		430.97	Screen/Riser					Riser
Original Wt. Dry Soil (g)		315.74	Washed Wt. Dry Soil (g)		305.73	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.68
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.98	0.98	0.98	0.3	99.7		D80	0.57
#8	2.360		1.98	1.98	2.96	0.9	99.1		D70	0.53
#16	1.180		1.93	1.93	4.89	1.5	98.5		D60	0.49
#30	0.600		30.80	30.80	35.69	11.3	88.7		D50	0.45
#40	0.425		140.32	140.32	176.01	55.7	44.3		D40	0.40
#50	0.300		69.65	69.65	245.66	77.8	22.2		D30	0.34
#100	0.150		51.64	51.64	297.30	94.2	5.8		D20	0.28
#200	0.075		8.03	8.03	305.33	96.7	3.3		D15	0.23
Pan	-----		0.44	0.44	305.77				D10	0.19
Total fines < #200 (g)		10.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		3.39

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Wet			Sample Depth: (ft)		36
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		155.6	Wt. Tare (g)		155.6	D85 (mm)	0.38	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		455.21	Wt. Tare + Dry soil (g)		447.76	Screen/Riser					Riser
Original Wt. Dry Soil (g)		299.61	Washed Wt. Dry Soil (g)		292.16	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	0.40
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.38
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.36
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.32
#16	1.180		0.04	0.04	0.04	0.0	100.0		D60	0.29
#30	0.600		1.14	1.14	1.18	0.4	99.6		D50	0.26
#40	0.425		12.19	12.19	13.37	4.5	95.5		D40	0.24
#50	0.300		94.77	94.77	108.14	36.1	63.9		D30	0.21
#100	0.150		177.31	177.31	285.45	95.3	4.7		D20	0.19
#200	0.075		6.66	6.66	292.11	97.5	2.5		D15	0.18
Pan	-----		0.16	0.16	292.27				D10	0.16
Total fines < #200 (g)		7.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		2.34

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		38.5
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.36	Wt. Tare (g)		127.36	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)		435.06	Wt. Tare + Dry soil (g)		424.72	Screen/Riser					Riser
Original Wt. Dry Soil (g)		307.7	Washed Wt. Dry Soil (g)		297.36	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	0.43
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.40
#4	4.750		0.54	0.54	0.54	0.2	99.8		D80	0.37
#8	2.360		0.05	0.05	0.59	0.2	99.8		D70	0.32
#16	1.180		0.08	0.08	0.67	0.2	99.8		D60	0.28
#30	0.600		4.42	4.42	5.09	1.7	98.3		D50	0.26
#40	0.425		26.82	26.82	31.91	10.4	89.6		D40	0.23
#50	0.300		70.53	70.53	102.44	33.3	66.7		D30	0.21
#100	0.150		184.45	184.45	286.89	93.2	6.8		D20	0.18
#200	0.075		9.88	9.88	296.77	96.4	3.6		D15	0.17
Pan	-----		0.43	0.43	297.20				D10	0.16
Total fines < #200 (g)		10.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.11
Fineness Modulus		2.36

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		41
Date Received:		12/31/99
Date Tested:		12/18/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.46	Wt. Tare (g)		121.46	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)		423.15	Wt. Tare + Dry soil (g)		414.38	Screen/Riser					Riser
Original Wt. Dry Soil (g)		301.69	Washed Wt. Dry Soil (g)		292.92	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	0.42
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	0.39
#8	2.360		0.03	0.03	0.03	0.0	100.0		D70	0.36
#16	1.180		0.17	0.17	0.20	0.1	99.9		D60	0.32
#30	0.600		3.38	3.38	3.58	1.2	98.8		D50	0.29
#40	0.425		21.19	21.19	24.77	8.2	91.8		D40	0.26
#50	0.300		117.87	117.87	142.64	47.3	52.7		D30	0.23
#100	0.150		143.26	143.26	285.90	94.8	5.2		D20	0.20
#200	0.075		6.71	6.71	292.61	97.0	3.0		D15	0.18
Pan	-----		0.38	0.38	292.99				D10	0.17
Total fines < #200 (g)		9.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.14
Fineness Modulus		2.49

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		43.5
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.99	Wt. Tare (g)		126.99	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)		423.38	Wt. Tare + Dry soil (g)		413.34	Screen/Riser					Riser
Original Wt. Dry Soil (g)		296.39	Washed Wt. Dry Soil (g)		286.35	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	0.47
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.42
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.40
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.37
#16	1.180		0.02	0.02	0.02	0.0	100.0		D60	0.33
#30	0.600		9.34	9.34	9.36	3.2	96.8		D50	0.30
#40	0.425		28.03	28.03	37.39	12.6	87.4		D40	0.26
#50	0.300		108.09	108.09	145.48	49.1	50.9		D30	0.23
#100	0.150		132.43	132.43	277.91	93.8	6.2		D20	0.20
#200	0.075		7.97	7.97	285.88	96.5	3.5		D15	0.18
Pan	-----		0.38	0.38	286.26				D10	0.16
Total fines < #200 (g)		10.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		2.55

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Wet			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.44	Wt. Tare (g)		127.44	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)		434.24	Wt. Tare + Dry soil (g)		423.36	Screen/Riser					Riser
Original Wt. Dry Soil (g)		306.8	Washed Wt. Dry Soil (g)		295.92	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	0.63
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	0.57
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.53
#16	1.180		0.02	0.02	0.02	0.0	100.0		D60	0.50
#30	0.600		32.38	32.38	32.40	10.6	89.4		D50	0.46
#40	0.425		153.50	153.50	185.90	60.6	39.4		D40	0.43
#50	0.300		52.15	52.15	238.05	77.6	22.4		D30	0.36
#100	0.150		26.38	26.38	264.43	86.2	13.8		D20	0.26
#200	0.075		30.29	30.29	294.72	96.1	3.9		D15	0.17
Pan	-----		1.12	1.12	295.84				D10	0.12
Total fines < #200 (g)		12.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		3.31

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		48.5
Date Received:		12/31/99
Date Tested:		12/18/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.63	Wt. Tare (g)		119.63	D85 (mm)	0.54	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		409.55	Wt. Tare + Dry soil (g)		396.93	Screen/Riser					Riser
Original Wt. Dry Soil (g)		289.92	Washed Wt. Dry Soil (g)		277.3	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	0.00	0.0	100.0		D85	0.54
#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	0.45
#16	1.180		0.05	0.05	0.05	0.0	100.0		D60	0.38
#30	0.600		16.34	16.34	16.39	5.7	94.3		D50	0.29
#40	0.425		84.88	84.88	101.27	34.9	65.1		D40	0.24
#50	0.300		38.76	38.76	140.03	48.3	51.7		D30	0.19
#100	0.150		83.62	83.62	223.65	77.1	22.9		D20	0.14
#200	0.075		50.51	50.51	274.16	94.6	5.4		D15	0.12
Pan	-----		2.90	2.90	277.06				D10	0.09
Total fines < #200 (g)		15.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		2.61

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		51
Date Received:		12/31/99
Date Tested:		12/18/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.33	Wt. Tare (g)		125.33	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)		437.42	Wt. Tare + Dry soil (g)		427.01	Screen/Riser					Riser
Original Wt. Dry Soil (g)		312.09	Washed Wt. Dry Soil (g)		301.68	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.58
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.55
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.53
#8	2.360		0.17	0.17	0.17	0.1	99.9		D70	0.49
#16	1.180		0.03	0.03	0.20	0.1	99.9		D60	0.44
#30	0.600		13.06	13.06	13.26	4.2	95.8		D50	0.39
#40	0.425		125.80	125.80	139.06	44.6	55.4		D40	0.32
#50	0.300		59.26	59.26	198.32	63.5	36.5		D30	0.26
#100	0.150		82.48	82.48	280.80	90.0	10.0		D20	0.21
#200	0.075		20.11	20.11	300.91	96.4	3.6		D15	0.18
Pan	-----		0.53	0.53	301.44				D10	0.15
Total fines < #200 (g)		10.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.09
Fineness Modulus		2.99

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		12/19/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.54	Wt. Tare (g)		128.54	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)		445.94	Wt. Tare + Dry soil (g)		437.26	Screen/Riser					Riser
Original Wt. Dry Soil (g)		317.4	Washed Wt. Dry Soil (g)		308.72	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	0.59
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.57
#4	4.750		0.28	0.28	0.28	0.1	99.9		D80	0.55
#8	2.360		0.23	0.23	0.51	0.2	99.8		D70	0.52
#16	1.180		0.16	0.16	0.67	0.2	99.8		D60	0.48
#30	0.600		20.68	20.68	21.35	6.7	93.3		D50	0.44
#40	0.425		154.24	154.24	175.59	55.3	44.7		D40	0.41
#50	0.300		95.31	95.31	270.90	85.3	14.7		D30	0.36
#100	0.150		30.47	30.47	301.37	94.9	5.1		D20	0.32
#200	0.075		7.22	7.22	308.59	97.2	2.8		D15	0.30
Pan	-----		0.25	0.25	308.84				D10	0.23
Total fines < #200 (g)		8.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.40

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		56
Date Received:		12/31/99
Date Tested:		12/18/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		130.21	Wt. Tare (g)		130.21	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)		447.07	Wt. Tare + Dry soil (g)		438.54	Screen/Riser					Riser
Original Wt. Dry Soil (g)		316.86	Washed Wt. Dry Soil (g)		308.33	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	1.01
3/8'	9.500		2.77	2.77	2.77	0.9	99.1		D85	0.91
#4	4.750		1.02	1.02	3.79	1.2	98.8		D80	0.81
#8	2.360		0.20	0.20	3.99	1.3	98.7		D70	0.62
#16	1.180		0.19	0.19	4.18	1.3	98.7		D60	0.56
#30	0.600		93.73	93.73	97.91	30.9	69.1		D50	0.52
#40	0.425		136.71	136.71	234.62	74.0	26.0		D40	0.48
#50	0.300		39.63	39.63	274.25	86.6	13.4		D30	0.44
#100	0.150		24.94	24.94	299.19	94.4	5.6		D20	0.37
#200	0.075		8.46	8.46	307.65	97.1	2.9		D15	0.32
Pan	-----		0.49	0.49	308.14				D10	0.23
Total fines < #200 (g)		9.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.13
Fineness Modulus		3.88

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		58.5
Date Received:		12/31/99
Date Tested:		12/18/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.24	Wt. Tare (g)		120.24	D85 (mm)	0.83	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		435.17	Wt. Tare + Dry soil (g)		424.73	Screen/Riser					Riser
Original Wt. Dry Soil (g)		314.93	Washed Wt. Dry Soil (g)		304.49	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	0.95
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.83
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.71
#8	2.360		0.22	0.22	0.22	0.1	99.9		D70	0.58
#16	1.180		0.47	0.47	0.69	0.2	99.8		D60	0.54
#30	0.600		76.58	76.58	77.27	24.5	75.5		D50	0.49
#40	0.425		132.61	132.61	209.88	66.6	33.4		D40	0.45
#50	0.300		46.56	46.56	256.44	81.4	18.6		D30	0.40
#100	0.150		34.14	34.14	290.58	92.3	7.7		D20	0.31
#200	0.075		13.14	13.14	303.72	96.4	3.6		D15	0.25
Pan	-----		0.54	0.54	304.26				D10	0.18
Total fines < #200 (g)		11.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		3.62

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Silty Sand (SP-SM) - Gray, Wet			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		12/18/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.73	Wt. Tare (g)		128.73	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)		432.39	Wt. Tare + Dry soil (g)		407.05	Screen/Riser					Riser
Original Wt. Dry Soil (g)		303.66	Washed Wt. Dry Soil (g)		278.32	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	0.48
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.42
#8	2.360		0.24	0.24	0.24	0.1	99.9		D70	0.32
#16	1.180		0.19	0.19	0.43	0.1	99.9		D60	0.27
#30	0.600		14.73	14.73	15.16	5.0	95.0		D50	0.23
#40	0.425		44.99	44.99	60.15	19.8	80.2		D40	0.19
#50	0.300		37.84	37.84	97.99	32.3	67.7		D30	0.15
#100	0.150		115.11	115.11	213.10	70.2	29.8		D20	0.11
#200	0.075		62.16	62.16	275.26	90.6	9.4		D15	0.10
Pan	-----		2.97	2.97	278.23				D10	0.08
Total fines < #200 (g)		28.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.18

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Gray, Wet			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		12/18/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.69	Wt. Tare (g)		128.69	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)		408.31	Wt. Tare + Dry soil (g)		371.44	Screen/Riser					Riser
Original Wt. Dry Soil (g)		279.62	Washed Wt. Dry Soil (g)		242.75	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.51
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.42
#4	4.750		0.16	0.16	0.16	0.1	99.9		D80	0.33
#8	2.360		0.64	0.64	0.80	0.3	99.7		D70	0.22
#16	1.180		2.11	2.11	2.91	1.0	99.0		D60	0.14
#30	0.600		12.68	12.68	15.59	5.6	94.4		D50	0.13
#40	0.425		24.99	24.99	40.58	14.5	85.5		D40	0.11
#50	0.300		19.44	19.44	60.02	21.5	78.5		D30	0.10
#100	0.150		42.68	42.68	102.70	36.7	63.3		D20	0.08
#200	0.075		131.27	131.27	233.97	83.7	16.3		D15	0.00
Pan	-----		8.87	8.87	242.84				D10	0.00
Total fines < #200 (g)		45.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.63

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		73.5
Date Received:		12/31/99
Date Tested:		12/19/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.31	Wt. Tare (g)		120.31	D85 (mm)	0.93	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		437.88	Wt. Tare + Dry soil (g)		423.69	Screen/Riser					Riser
Original Wt. Dry Soil (g)		317.57	Washed Wt. Dry Soil (g)		303.38	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	1.01
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.93
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.84
#8	2.360		0.54	0.54	0.54	0.2	99.8		D70	0.66
#16	1.180		1.30	1.30	1.84	0.6	99.4		D60	0.57
#30	0.600		105.15	105.15	106.99	33.7	66.3		D50	0.51
#40	0.425		104.70	104.70	211.69	66.7	33.3		D40	0.46
#50	0.300		28.93	28.93	240.62	75.8	24.2		D30	0.38
#100	0.150		39.50	39.50	280.12	88.2	11.8		D20	0.25
#200	0.075		21.97	21.97	302.09	95.1	4.9		D15	0.19
Pan	-----		1.20	1.20	303.29				D10	0.13
Total fines < #200 (g)		15.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		3.60

&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 #:		46-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		78.5
Date Received:		12/31/99
Date Tested:		12/18/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		132.46	Wt. Tare (g)		132.46	D85 (mm)	0.70	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		445.08	Wt. Tare + Dry soil (g)		432.43	Screen/Riser					Riser
Original Wt. Dry Soil (g)		312.62	Washed Wt. Dry Soil (g)		299.97	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.87
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.70
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.59
#8	2.360		0.67	0.67	0.67	0.2	99.8		D70	0.55
#16	1.180		0.65	0.65	1.32	0.4	99.6		D60	0.50
#30	0.600		55.33	55.33	56.65	18.1	81.9		D50	0.46
#40	0.425		122.37	122.37	179.02	57.3	42.7		D40	0.41
#50	0.300		76.39	76.39	255.41	81.7	18.3		D30	0.36
#100	0.150		34.26	34.26	289.67	92.7	7.3		D20	0.31
#200	0.075		9.72	9.72	299.39	95.8	4.2		D15	0.25
Pan	-----		0.49	0.49	299.88				D10	0.19
Total fines < #200 (g)		13.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.46

&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)

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