Pilot Hole Sieve Data_25-I8P2G-19.xls

XLS spreadsheet 3 MB Posted Aug 18, 2021

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

About this file

Written by GovTribe AI · Dec 28, 2023

This document summarizes pilot hole sieve data and soil gradation test results for a federal contract opportunity to perform seepage remediation work on Island 8, Parcel 2 in Fulton County, Kentucky. 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 and modifications to existing ditches. Additional work includes 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 will use sealed bid procedures. The Army Corps of Engineers Engineering District Memphis is the contracting agency.

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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_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
Pilot Hole Sieve Data_21-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021

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SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	23
Location:	Fulton County, KY																	Screen (ft):	87
Well #:	25-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		303.1															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	284.6	283.1	Poorly Graded Sand (SP) - Brown, Saturated. Trace Organics	0.47	0.42	0.40	0.35	0.31	0.28	0.25	0.22	0.19	0.17	0.16	0.12	0.42	2	RISER	El. 283.1 / 20 ft	Blue	Borderline
2	21	282.1	280.6	Poorly Graded Sand (SP) - Brown, Saturated	0.75	0.59	0.56	0.50	0.43	0.40	0.36	0.33	0.28	0.24	0.19	0.15	0.59	3	SCREEN		Red	Fail
3	24	279.6	278.1	Poorly Graded Sand (SP) - Brown, Saturated	0.89	0.71	0.58	0.46	0.41	0.38	0.36	0.33	0.30	0.26	0.21	0.16	0.71	2			Black	Pass
4	26	277.1	275.6	Poorly Graded Sand (SP) - Brown, Saturated	0.60	0.58	0.56	0.52	0.48	0.44	0.40	0.35	0.31	0.26	0.20	0.14	0.58	3
5	29	274.6	273.1	Poorly Graded Sand (SP) - Brown, Saturated	0.97	0.86	0.74	0.58	0.54	0.50	0.46	0.41	0.34	0.31	0.23	0.13	0.86	3
6	31	272.1	270.6	Poorly Graded Sand (SP) - Brown, Saturated	0.59	0.57	0.55	0.52	0.48	0.45	0.41	0.37	0.33	0.31	0.25	0.14	0.57	3
7	34	269.6	268.1	Poorly Graded Sand (SP) - Brown, Saturated	0.52	0.48	0.44	0.40	0.38	0.35	0.33	0.31	0.25	0.21	0.18	0.13	0.48	3
8	36	267.1	265.6	Poorly Graded Sand (SP) - Brown, Saturated	0.57	0.54	0.52	0.46	0.40	0.34	0.29	0.25	0.21	0.18	0.16	0.12	0.54	3
9	39	264.6	263.1	Poorly Graded Sand (SP) - Brown, Saturated	0.59	0.56	0.54	0.49	0.45	0.39	0.32	0.26	0.21	0.18	0.16	0.10	0.56	3		El. 263.1 / 20 ft
10	41	262.1	260.6	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay	0.62	0.58	0.55	0.51	0.46	0.40	0.28	0.18	0.12	0.10	0.00	0.00	0.58	11	RISER	El. 260.1 / 3 ft
11	44	259.6	258.1	Poorly Graded Sand (SP) - Brown, Saturated	0.78	0.60	0.58	0.55	0.52	0.49	0.46	0.43	0.34	0.30	0.22	0.14	0.60	3	SCREEN
12	46	257.1	255.6	Poorly Graded Sand (SP) - Brown, Saturated	0.57	0.54	0.51	0.45	0.41	0.37	0.34	0.31	0.24	0.21	0.17	0.11	0.54	4
13	49	254.6	253.1	Poorly Graded Sand (SP) - Brown, Saturated	0.74	0.59	0.55	0.47	0.41	0.36	0.31	0.27	0.22	0.20	0.18	0.15	0.59	2
14	51	252.1	250.6	Poorly Graded Sand (SP) - Brown, Saturated	1.03	0.94	0.85	0.67	0.57	0.51	0.46	0.39	0.29	0.24	0.19	0.14	0.94	2
15	54	249.6	248.1	Poorly Graded Sand (SP) - Brown, Saturated	1.11	1.06	1.01	0.90	0.80	0.70	0.60	0.52	0.45	0.38	0.28	0.13	1.06	3
16	56	247.1	245.6	Poorly Graded Sand (SP) - Brown, Saturated	1.13	1.08	1.02	0.92	0.81	0.70	0.59	0.51	0.43	0.37	0.29	0.15	1.08	3
17	59	244.6	243.1	Poorly Graded Sand (SP) - Brown, Saturated	1.17	1.12	1.07	0.96	0.86	0.75	0.65	0.55	0.45	0.39	0.31	0.18	1.12	2
18	64	239.6	238.1	Poorly Graded Sand (SP) - Brown, Saturated	1.08	0.99	0.91	0.75	0.59	0.53	0.46	0.39	0.34	0.31	0.22	0.11	0.99	4
19	69	234.6	233.1	Poorly Graded Sand (SP) - Brown, Saturated	1.60	1.15	1.04	0.81	0.59	0.46	0.37	0.31	0.22	0.17	0.13	0.00	1.15	5
20	74	229.6	228.1	Poorly Graded Sand (SP) - Brown, Saturated	1.76	1.43	1.16	1.03	0.89	0.75	0.62	0.44	0.28	0.21	0.14	0.08	1.43	5
21	79	224.6	223.1	Poorly Graded Sand (SP) - Brown, Saturated	1.81	1.42	1.16	1.02	0.89	0.76	0.63	0.49	0.30	0.20	0.13	0.08	1.42	4
22	84	219.6	218.1	Poorly Graded Sand (SP) - Brown, Saturated	1.92	1.57	1.23	1.06	0.93	0.79	0.66	0.55	0.44	0.37	0.29	0.16	1.57	3
23	89	214.6	213.1	Poorly Graded Sand (SP) - Brown, Saturated	2.06	1.69	1.32	1.06	0.90	0.75	0.60	0.51	0.41	0.34	0.25	0.12	1.69	4
24	94	209.6	208.1	Silty Sand (SM) - Brown, Saturated	1.09	0.92	0.76	0.47	0.27	0.23	0.18	0.14	0.11	0.10	0.08	0.00	0.92	7
25	99	204.6	203.1	Poorly Graded Sand (SP) - Brown, Saturated	2.60	2.22	2.04	1.70	1.36	1.10	0.93	0.76	0.58	0.42	0.25	0.11	2.22	4
26	104	199.6	198.1	Poorly Graded Sand (SP) - Brown, Saturated	4.31	3.59	2.88	2.15	1.81	1.48	1.15	0.89	0.62	0.41	0.24	0.11	3.59	4
27	109	194.6	193.1	Poorly Graded Sand (SP) - Brown, Saturated	3.95	3.09	2.33	1.99	1.64	1.29	1.02	0.79	0.55	0.40	0.23	0.11	3.09	4		El. 193.1 / 67 ft
28	114	189.6	188.1	Poorly Graded Sand (SP) - Brown, Saturated	1.66	1.16	1.08	0.93	0.77	0.62	0.55	0.50	0.45	0.40	0.30	0.14	1.16	3
29	119	184.6	183.1	Poorly Graded Sand (SP) - Brown, Saturated	0.35	0.31	0.29	0.27	0.25	0.23	0.21	0.18	0.16	0.15	0.10	0.00	0.31	7
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
25-I8P2G-19	18.5	1	0.42	0.31	0.22	0.17	0.16
25-I8P2G-19	21	2	0.59	0.43	0.33	0.24	0.19
25-I8P2G-19	23.5	3	0.71	0.41	0.33	0.26	0.21
25-I8P2G-19	26	4	0.58	0.48	0.35	0.26	0.20
25-I8P2G-19	28.5	5	0.86	0.54	0.41	0.31	0.23
25-I8P2G-19	31	6	0.57	0.48	0.37	0.31	0.25
25-I8P2G-19	33.5	7	0.48	0.38	0.31	0.21	0.18
25-I8P2G-19	36	8	0.54	0.40	0.25	0.18	0.16
25-I8P2G-19	38.5	9	0.56	0.45	0.26	0.18	0.16
25-I8P2G-19	41	10	0.58	0.46	0.18	0.10	0.00
25-I8P2G-19	43.5	11	0.60	0.52	0.43	0.30	0.22
25-I8P2G-19	46	12	0.54	0.41	0.31	0.21	0.17
25-I8P2G-19	48.5	13	0.59	0.41	0.27	0.20	0.18
25-I8P2G-19	51	14	0.94	0.57	0.39	0.24	0.19
25-I8P2G-19	53.5	15	1.06	0.80	0.52	0.38	0.28
25-I8P2G-19	56	16	1.08	0.81	0.51	0.37	0.29
25-I8P2G-19	58.5	17	1.12	0.86	0.55	0.39	0.31
25-I8P2G-19	63.5	18	0.99	0.59	0.39	0.31	0.22
25-I8P2G-19	68.5	19	1.15	0.59	0.31	0.17	0.13
25-I8P2G-19	73.5	20	1.43	0.89	0.44	0.21	0.14
25-I8P2G-19	78.5	21	1.42	0.89	0.49	0.20	0.13
25-I8P2G-19	83.5	22	1.57	0.93	0.55	0.37	0.29
25-I8P2G-19	88.5	23	1.69	0.90	0.51	0.34	0.25
25-I8P2G-19	93.5	24	0.92	0.27	0.14	0.10	0.08
25-I8P2G-19	98.5	25	2.22	1.36	0.76	0.42	0.25
25-I8P2G-19	103.5	26	3.59	1.81	0.89	0.41	0.24
25-I8P2G-19	108.5	27	3.09	1.64	0.79	0.40	0.23
25-I8P2G-19	113.5	28	1.16	0.77	0.50	0.40	0.30
25-I8P2G-19	118.5	29	0.31	0.25	0.18	0.15	0.10
25-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
25-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		25-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated. Trace Organics			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		11/13/19			(Top of Sample Only)
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.6	Wt. Tare (g)		121.6	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)		629.89	Wt. Tare + Dry soil (g)		619.41	Screen/Riser					Riser
Original Wt. Dry Soil (g)		508.29	Washed Wt. Dry Soil (g)		497.81	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		0.37	0.37	0.37	0.1	99.9		D80	0.40
#8	2.360		0.29	0.29	0.66	0.1	99.9		D70	0.35
#16	1.180		0.53	0.53	1.19	0.2	99.8		D60	0.31
#30	0.600		10.16	10.16	11.35	2.2	97.8		D50	0.28
#40	0.425		54.64	54.64	65.99	13.0	87.0		D40	0.25
#50	0.300		148.93	148.93	214.92	42.3	57.7		D30	0.22
#100	0.150		260.46	260.46	475.38	93.5	6.5		D20	0.19
#200	0.075		21.90	21.90	497.28	97.8	2.2		D15	0.17
Pan	-----		0.40	0.40	497.68				D10	0.16
Total fines < #200 (g)		10.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		2.49

&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 #:		25-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:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.16	Wt. Tare (g)		177.16	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)		653.13	Wt. Tare + Dry soil (g)		640.29	Screen/Riser					Riser
Original Wt. Dry Soil (g)		475.97	Washed Wt. Dry Soil (g)		463.13	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	0.75
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.77	0.77	0.77	0.2	99.8		D80	0.56
#8	2.360		0.73	0.73	1.50	0.3	99.7		D70	0.50
#16	1.180		5.66	5.66	7.16	1.5	98.5		D60	0.43
#30	0.600		54.76	54.76	61.92	13.0	87.0		D50	0.40
#40	0.425		135.81	135.81	197.73	41.5	58.5		D40	0.36
#50	0.300		169.81	169.81	367.54	77.2	22.8		D30	0.33
#100	0.150		85.57	85.57	453.11	95.2	4.8		D20	0.28
#200	0.075		9.64	9.64	462.75	97.2	2.8		D15	0.24
Pan	-----		0.36	0.36	463.11				D10	0.19
Total fines < #200 (g)		13.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.26

&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 #:		25-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:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.92	Wt. Tare (g)		176.92	D85 (mm)	0.71	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		623.07	Wt. Tare + Dry soil (g)		612.58	Screen/Riser					Riser
Original Wt. Dry Soil (g)		446.15	Washed Wt. Dry Soil (g)		435.66	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	0.89
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.71
#4	4.750		1.08	1.08	1.08	0.2	99.8		D80	0.58
#8	2.360		2.57	2.57	3.65	0.8	99.2		D70	0.46
#16	1.180		6.10	6.10	9.75	2.2	97.8		D60	0.41
#30	0.600		69.99	69.99	79.74	17.9	82.1		D50	0.38
#40	0.425		70.07	70.07	149.81	33.6	66.4		D40	0.36
#50	0.300		213.18	213.18	362.99	81.4	18.6		D30	0.33
#100	0.150		64.30	64.30	427.29	95.8	4.2		D20	0.30
#200	0.075		7.99	7.99	435.28	97.6	2.4		D15	0.26
Pan	-----		0.25	0.25	435.53				D10	0.21
Total fines < #200 (g)		10.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.16
Fineness Modulus		3.29

&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 #:		25-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:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.07	Wt. Tare (g)		176.07	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)		574.86	Wt. Tare + Dry soil (g)		563.47	Screen/Riser					Riser
Original Wt. Dry Soil (g)		398.79	Washed Wt. Dry Soil (g)		387.4	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.60
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.58
#4	4.750		1.93	1.93	1.93	0.5	99.5		D80	0.56
#8	2.360		1.16	1.16	3.09	0.8	99.2		D70	0.52
#16	1.180		1.54	1.54	4.63	1.2	98.8		D60	0.48
#30	0.600		33.17	33.17	37.80	9.5	90.5		D50	0.44
#40	0.425		176.81	176.81	214.61	53.8	46.2		D40	0.40
#50	0.300		110.74	110.74	325.35	81.6	18.4		D30	0.35
#100	0.150		52.21	52.21	377.56	94.7	5.3		D20	0.31
#200	0.075		9.33	9.33	386.89	97.0	3.0		D15	0.26
Pan	-----		0.31	0.31	387.20				D10	0.20
Total fines < #200 (g)		11.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		3.39

&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 #:		25-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:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.25	Wt. Tare (g)		177.25	D85 (mm)	0.86	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		614.02	Wt. Tare + Dry soil (g)		600.03	Screen/Riser					Riser
Original Wt. Dry Soil (g)		436.77	Washed Wt. Dry Soil (g)		422.78	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.97
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.86
#4	4.750		1.32	1.32	1.32	0.3	99.7		D80	0.74
#8	2.360		0.37	0.37	1.69	0.4	99.6		D70	0.58
#16	1.180		0.99	0.99	2.68	0.6	99.4		D60	0.54
#30	0.600		112.28	112.28	114.96	26.3	73.7		D50	0.50
#40	0.425		180.95	180.95	295.91	67.7	32.3		D40	0.46
#50	0.300		80.99	80.99	376.90	86.3	13.7		D30	0.41
#100	0.150		35.70	35.70	412.60	94.5	5.5		D20	0.34
#200	0.075		9.75	9.75	422.35	96.7	3.3		D15	0.31
Pan	-----		0.35	0.35	422.70				D10	0.23
Total fines < #200 (g)		14.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		3.73

&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 #:		25-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:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.17	Wt. Tare (g)		125.17	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)		566.14	Wt. Tare + Dry soil (g)		552.13	Screen/Riser					Riser
Original Wt. Dry Soil (g)		440.97	Washed Wt. Dry Soil (g)		426.96	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.59
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.57
#4	4.750		1.76	1.76	1.76	0.4	99.6		D80	0.55
#8	2.360		2.53	2.53	4.29	1.0	99.0		D70	0.52
#16	1.180		0.03	0.03	4.32	1.0	99.0		D60	0.48
#30	0.600		26.46	26.46	30.78	7.0	93.0		D50	0.45
#40	0.425		217.73	217.73	248.51	56.4	43.6		D40	0.41
#50	0.300		137.08	137.08	385.59	87.4	12.6		D30	0.37
#100	0.150		31.88	31.88	417.47	94.7	5.3		D20	0.33
#200	0.075		9.12	9.12	426.59	96.7	3.3		D15	0.31
Pan	-----		0.31	0.31	426.90				D10	0.25
Total fines < #200 (g)		14.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.14
Fineness Modulus		3.45

&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 #:		25-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:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.7	Wt. Tare (g)		128.7	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)		573.08	Wt. Tare + Dry soil (g)		559.32	Screen/Riser					Riser
Original Wt. Dry Soil (g)		444.38	Washed Wt. Dry Soil (g)		430.62	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.52
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.48
#4	4.750		1.00	1.00	1.00	0.2	99.8		D80	0.44
#8	2.360		0.35	0.35	1.35	0.3	99.7		D70	0.40
#16	1.180		0.07	0.07	1.42	0.3	99.7		D60	0.38
#30	0.600		3.63	3.63	5.05	1.1	98.9		D50	0.35
#40	0.425		89.05	89.05	94.10	21.2	78.8		D40	0.33
#50	0.300		226.08	226.08	320.18	72.1	27.9		D30	0.31
#100	0.150		98.76	98.76	418.94	94.3	5.7		D20	0.25
#200	0.075		10.68	10.68	429.62	96.7	3.3		D15	0.21
Pan	-----		1.00	1.00	430.62				D10	0.18
Total fines < #200 (g)		14.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		2.86

&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 #:		25-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		36
Date Received:		12/31/99
Date Tested:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.62	Wt. Tare (g)		119.62	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)		597.36	Wt. Tare + Dry soil (g)		586.26	Screen/Riser					Riser
Original Wt. Dry Soil (g)		477.74	Washed Wt. Dry Soil (g)		466.64	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.57
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.54
#4	4.750		0.69	0.69	0.69	0.1	99.9		D80	0.52
#8	2.360		0.11	0.11	0.80	0.2	99.8		D70	0.46
#16	1.180		0.14	0.14	0.94	0.2	99.8		D60	0.40
#30	0.600		23.06	23.06	24.00	5.0	95.0		D50	0.34
#40	0.425		150.66	150.66	174.66	36.6	63.4		D40	0.29
#50	0.300		99.27	99.27	273.93	57.3	42.7		D30	0.25
#100	0.150		171.60	171.60	445.53	93.3	6.7		D20	0.21
#200	0.075		20.14	20.14	465.67	97.5	2.5		D15	0.18
Pan	-----		0.72	0.72	466.39				D10	0.16
Total fines < #200 (g)		11.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.12
Fineness Modulus		2.90

&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 #:		25-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:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.35	Wt. Tare (g)		120.35	D85 (mm)	0.56	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		593.36	Wt. Tare + Dry soil (g)		580.16	Screen/Riser					Riser
Original Wt. Dry Soil (g)		473.01	Washed Wt. Dry Soil (g)		459.81	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.59
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.56
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.54
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.49
#16	1.180		0.24	0.24	0.25	0.1	99.9		D60	0.45
#30	0.600		32.92	32.92	33.17	7.0	93.0		D50	0.39
#40	0.425		177.16	177.16	210.33	44.5	55.5		D40	0.32
#50	0.300		83.66	83.66	293.99	62.2	37.8		D30	0.26
#100	0.150		138.44	138.44	432.43	91.4	8.6		D20	0.21
#200	0.075		26.26	26.26	458.69	97.0	3.0		D15	0.18
Pan	-----		1.08	1.08	459.77				D10	0.16
Total fines < #200 (g)		14.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		3.02

&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 #:		25-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay			Sample Depth: (ft)		41
Date Received:		12/31/99
Date Tested:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.96	Wt. Tare (g)		119.96	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)		636.09	Wt. Tare + Dry soil (g)		586.2	Screen/Riser					Riser
Original Wt. Dry Soil (g)		516.13	Washed Wt. Dry Soil (g)		466.24	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	0.62
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.58
#4	4.750		1.29	1.29	1.29	0.2	99.8		D80	0.55
#8	2.360		0.41	0.41	1.70	0.3	99.7		D70	0.51
#16	1.180		0.27	0.27	1.97	0.4	99.6		D60	0.46
#30	0.600		51.04	51.04	53.01	10.3	89.7		D50	0.40
#40	0.425		194.17	194.17	247.18	47.9	52.1		D40	0.28
#50	0.300		54.00	54.00	301.18	58.4	41.6		D30	0.18
#100	0.150		77.12	77.12	378.30	73.3	26.7		D20	0.12
#200	0.075		83.52	83.52	461.82	89.5	10.5		D15	0.10
Pan	-----		4.33	4.33	466.15				D10	0.00
Total fines < #200 (g)		54.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.80

&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 #:		25-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:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.1	Wt. Tare (g)		120.1	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)		627.68	Wt. Tare + Dry soil (g)		614.34	Screen/Riser					Riser
Original Wt. Dry Soil (g)		507.58	Washed Wt. Dry Soil (g)		494.24	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	0.78
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.60
#4	4.750		0.17	0.17	0.17	0.0	100.0		D80	0.58
#8	2.360		0.00	0.00	0.17	0.0	100.0		D70	0.55
#16	1.180		0.04	0.04	0.21	0.0	100.0		D60	0.52
#30	0.600		73.88	73.88	74.09	14.6	85.4		D50	0.49
#40	0.425		286.23	286.23	360.32	71.0	29.0		D40	0.46
#50	0.300		71.35	71.35	431.67	85.0	15.0		D30	0.43
#100	0.150		48.38	48.38	480.05	94.6	5.4		D20	0.34
#200	0.075		12.73	12.73	492.78	97.1	2.9		D15	0.30
Pan	-----		1.01	1.01	493.79				D10	0.22
Total fines < #200 (g)		14.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		3.62

&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 #:		25-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		11/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.69	Wt. Tare (g)		121.69	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)		597.22	Wt. Tare + Dry soil (g)		580.89	Screen/Riser					Riser
Original Wt. Dry Soil (g)		475.53	Washed Wt. Dry Soil (g)		459.2	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.57
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.54
#4	4.750		1.39	1.39	1.39	0.3	99.7		D80	0.51
#8	2.360		0.00	0.00	1.39	0.3	99.7		D70	0.45
#16	1.180		0.34	0.34	1.73	0.4	99.6		D60	0.41
#30	0.600		25.84	25.84	27.57	5.8	94.2		D50	0.37
#40	0.425		136.64	136.64	164.21	34.5	65.5		D40	0.34
#50	0.300		178.79	178.79	343.00	72.1	27.9		D30	0.31
#100	0.150		100.90	100.90	443.90	93.3	6.7		D20	0.24
#200	0.075		13.99	13.99	457.89	96.3	3.7		D15	0.21
Pan	-----		1.13	1.13	459.02				D10	0.17
Total fines < #200 (g)		17.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		3.03

&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 #:		25-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:		11/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.67	Wt. Tare (g)		119.67	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)		459.14	Wt. Tare + Dry soil (g)		451.91	Screen/Riser					Riser
Original Wt. Dry Soil (g)		339.47	Washed Wt. Dry Soil (g)		332.24	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	0.74
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.95	0.95	0.95	0.3	99.7		D80	0.55
#8	2.360		0.51	0.51	1.46	0.4	99.6		D70	0.47
#16	1.180		0.91	0.91	2.37	0.7	99.3		D60	0.41
#30	0.600		41.68	41.68	44.05	13.0	87.0		D50	0.36
#40	0.425		80.17	80.17	124.22	36.6	63.4		D40	0.31
#50	0.300		88.83	88.83	213.05	62.8	37.2		D30	0.27
#100	0.150		111.96	111.96	325.01	95.7	4.3		D20	0.22
#200	0.075		6.53	6.53	331.54	97.7	2.3		D15	0.20
Pan	-----		0.52	0.52	332.06				D10	0.18
Total fines < #200 (g)		7.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.15
Fineness Modulus		3.07

&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 #:		25-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:		11/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.73	Wt. Tare (g)		120.73	D85 (mm)	0.94	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		462.41	Wt. Tare + Dry soil (g)		454.89	Screen/Riser					Riser
Original Wt. Dry Soil (g)		341.68	Washed Wt. Dry Soil (g)		334.16	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	1.03
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.94
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.85
#8	2.360		0.56	0.56	0.56	0.2	99.8		D70	0.67
#16	1.180		4.31	4.31	4.87	1.4	98.6		D60	0.57
#30	0.600		111.13	111.13	116.00	33.9	66.1		D50	0.51
#40	0.425		112.44	112.44	228.44	66.9	33.1		D40	0.46
#50	0.300		40.55	40.55	268.99	78.7	21.3		D30	0.39
#100	0.150		53.70	53.70	322.69	94.4	5.6		D20	0.29
#200	0.075		11.17	11.17	333.86	97.7	2.3		D15	0.24
Pan	-----		0.23	0.23	334.09				D10	0.19
Total fines < #200 (g)		7.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.14
Fineness Modulus		3.73

&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 #:		25-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:		11/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		239.07	Wt. Tare (g)		239.07	D85 (mm)	1.06	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		619.6	Wt. Tare + Dry soil (g)		607.32	Screen/Riser					Riser
Original Wt. Dry Soil (g)		380.53	Washed Wt. Dry Soil (g)		368.25	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.11
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.06
#4	4.750		2.24	2.24	2.24	0.6	99.4		D80	1.01
#8	2.360		0.54	0.54	2.78	0.7	99.3		D70	0.90
#16	1.180		7.53	7.53	10.31	2.7	97.3		D60	0.80
#30	0.600		218.60	218.60	228.91	60.2	39.8		D50	0.70
#40	0.425		86.36	86.36	315.27	82.9	17.1		D40	0.60
#50	0.300		24.52	24.52	339.79	89.3	10.7		D30	0.52
#100	0.150		19.79	19.79	359.58	94.5	5.5		D20	0.45
#200	0.075		8.11	8.11	367.69	96.6	3.4		D15	0.38
Pan	-----		0.38	0.38	368.07				D10	0.28
Total fines < #200 (g)		12.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		4.27

&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 #:		25-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:		11/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		239.87	Wt. Tare (g)		239.87	D85 (mm)	1.08	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		723.72	Wt. Tare + Dry soil (g)		710.11	Screen/Riser					Riser
Original Wt. Dry Soil (g)		483.85	Washed Wt. Dry Soil (g)		470.24	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	1.13
3/8'	9.500		5.98	5.98	5.98	1.2	98.8		D85	1.08
#4	4.750		0.64	0.64	6.62	1.4	98.6		D80	1.02
#8	2.360		0.46	0.46	7.08	1.5	98.5		D70	0.92
#16	1.180		19.43	19.43	26.51	5.5	94.5		D60	0.81
#30	0.600		260.22	260.22	286.73	59.3	40.7		D50	0.70
#40	0.425		105.96	105.96	392.69	81.2	18.8		D40	0.59
#50	0.300		40.86	40.86	433.55	89.6	10.4		D30	0.51
#100	0.150		26.79	26.79	460.34	95.1	4.9		D20	0.43
#200	0.075		9.26	9.26	469.60	97.1	2.9		D15	0.37
Pan	-----		0.39	0.39	469.99				D10	0.29
Total fines < #200 (g)		14.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.15
Fineness Modulus		4.32

&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 #:		25-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:		11/14/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		519.53	Wt. Tare (g)		519.53	D85 (mm)	1.12	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		897.79	Wt. Tare + Dry soil (g)		889.98	Screen/Riser					Riser
Original Wt. Dry Soil (g)		378.26	Washed Wt. Dry Soil (g)		370.45	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.17
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.12
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	1.07
#8	2.360		0.35	0.35	0.35	0.1	99.9		D70	0.96
#16	1.180		34.69	34.69	35.04	9.3	90.7		D60	0.86
#30	0.600		208.23	208.23	243.27	64.3	35.7		D50	0.75
#40	0.425		68.67	68.67	311.94	82.5	17.5		D40	0.65
#50	0.300		30.37	30.37	342.31	90.5	9.5		D30	0.55
#100	0.150		21.12	21.12	363.43	96.1	3.9		D20	0.45
#200	0.075		6.57	6.57	370.00	97.8	2.2		D15	0.39
Pan	-----		0.16	0.16	370.16				D10	0.31
Total fines < #200 (g)		8.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.18
Fineness Modulus		4.41

&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 #:		25-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		11/14/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		521.36	Wt. Tare (g)		521.36	D85 (mm)	0.99	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		874.08	Wt. Tare + Dry soil (g)		860.36	Screen/Riser					Riser
Original Wt. Dry Soil (g)		352.72	Washed Wt. Dry Soil (g)		339	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		0.00	0.00	0.00	0.0	100.0		D85	0.99
#4	4.750		0.58	0.58	0.58	0.2	99.8		D80	0.91
#8	2.360		1.00	1.00	1.58	0.4	99.6		D70	0.75
#16	1.180		10.99	10.99	12.57	3.6	96.4		D60	0.59
#30	0.600		125.62	125.62	138.19	39.2	60.8		D50	0.53
#40	0.425		89.09	89.09	227.28	64.4	35.6		D40	0.46
#50	0.300		76.75	76.75	304.03	86.2	13.8		D30	0.39
#100	0.150		26.64	26.64	330.67	93.7	6.3		D20	0.34
#200	0.075		7.72	7.72	338.39	95.9	4.1		D15	0.31
Pan	-----		0.28	0.28	338.67				D10	0.22
Total fines < #200 (g)		14.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.11
Fineness Modulus		3.84

&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 #:		25-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		11/14/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.7	Wt. Tare (g)		120.7	D85 (mm)	1.15	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		489	Wt. Tare + Dry soil (g)		470.77	Screen/Riser					Riser
Original Wt. Dry Soil (g)		368.3	Washed Wt. Dry Soil (g)		350.07	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.60
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.15
#4	4.750		1.60	1.60	1.60	0.4	99.6		D80	1.04
#8	2.360		11.21	11.21	12.81	3.5	96.5		D70	0.81
#16	1.180		37.06	37.06	49.87	13.5	86.5		D60	0.59
#30	0.600		95.88	95.88	145.75	39.6	60.4		D50	0.46
#40	0.425		47.15	47.15	192.90	52.4	47.6		D40	0.37
#50	0.300		68.93	68.93	261.83	71.1	28.9		D30	0.31
#100	0.150		61.30	61.30	323.13	87.7	12.3		D20	0.22
#200	0.075		25.90	25.90	349.03	94.8	5.2		D15	0.17
Pan	-----		0.94	0.94	349.97				D10	0.13
Total fines < #200 (g)		19.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.63

&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 #:		25-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:		11/14/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		130.06	Wt. Tare (g)		130.06	D85 (mm)	1.43	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		531.98	Wt. Tare + Dry soil (g)		514.12	Screen/Riser					Riser
Original Wt. Dry Soil (g)		401.92	Washed Wt. Dry Soil (g)		384.06	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	1.76
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.43
#4	4.750		1.05	1.05	1.05	0.3	99.7		D80	1.16
#8	2.360		2.28	2.28	3.33	0.8	99.2		D70	1.03
#16	1.180		72.13	72.13	75.46	18.8	81.2		D60	0.89
#30	0.600		170.27	170.27	245.73	61.1	38.9		D50	0.75
#40	0.425		38.64	38.64	284.37	70.8	29.2		D40	0.62
#50	0.300		32.58	32.58	316.95	78.9	21.1		D30	0.44
#100	0.150		41.13	41.13	358.08	89.1	10.9		D20	0.28
#200	0.075		24.77	24.77	382.85	95.3	4.7		D15	0.21
Pan	-----		0.96	0.96	383.81				D10	0.14
Total fines < #200 (g)		18.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.08
Fineness Modulus		4.15

&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 #:		25-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:		11/14/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.89	Wt. Tare (g)		119.89	D85 (mm)	1.42	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		484.7	Wt. Tare + Dry soil (g)		471.24	Screen/Riser					Riser
Original Wt. Dry Soil (g)		364.81	Washed Wt. Dry Soil (g)		351.35	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	1.81
3/8'	9.500		2.56	2.56	2.56	0.7	99.3		D85	1.42
#4	4.750		1.21	1.21	3.77	1.0	99.0		D80	1.16
#8	2.360		6.45	6.45	10.22	2.8	97.2		D70	1.02
#16	1.180		56.03	56.03	66.25	18.2	81.8		D60	0.89
#30	0.600		161.17	161.17	227.42	62.3	37.7		D50	0.76
#40	0.425		44.14	44.14	271.56	74.4	25.6		D40	0.63
#50	0.300		20.62	20.62	292.18	80.1	19.9		D30	0.49
#100	0.150		25.97	25.97	318.15	87.2	12.8		D20	0.30
#200	0.075		32.14	32.14	350.29	96.0	4.0		D15	0.20
Pan	-----		1.29	1.29	351.58				D10	0.13
Total fines < #200 (g)		14.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.08
Fineness Modulus		4.23

&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

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.