Pilot Hole Sieve Data_62-I8P2G-19.xls

XLS spreadsheet 3 MB Posted Aug 18, 2021

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

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation seeks relief well construction and drainage improvement services. The solicitation will result in 79 relief wells up to 96 feet deep, over 12,000 linear feet of subsurface drain pipe, 1,900 linear feet of new drainage ditches, culvert replacement at five locations, and debris removal from a slough. The work is located in Fulton County, Kentucky for the Island 8 Parcel 2 Seepage Remediation project. This is a service-disabled veteran owned small business set-aside procurement utilizing sealed bid procedures. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Memphis.

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Other files

File	Type	Posted
Official Abstract Signed.pdf	PDF	Sep 2, 2021
Site Visit Attendance forms- W912EQ21B0009.pdf	PDF	Aug 25, 2021
Pilot Hole Sieve Data_08-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_13-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_16-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_11-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_79-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_41-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_71-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_65-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_25-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_75-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_49-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_63-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_73-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_42-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_78-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_44-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_09-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_59-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_15-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_28-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_39-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_30-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_38-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_24-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_32-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_18-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_45-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_02-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_34-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_54-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_57-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_77-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_76-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_37-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_67-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Island 8 Parcel 2 Pilot Hole Field Logs with coversheet.pdf	PDF	Aug 18, 2021
Pilot Hole Sieve Data_29-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_50-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_19-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_48-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_01-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_17-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_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):	43
Location:	Fulton County, KY																	Screen (ft):	96
Well #:	62-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301.49															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	283.0	281.5	Poorly-Graded Sand (SP) - Brown	0.64	0.57	0.54	0.47	0.41	0.35	0.29	0.23	0.18	0.15	0.10	0.00	0.57	7	RISER	El. 281.5 / 20 ft	Blue	Borderline
2	21	280.5	279.0	Poorly-Graded Sand (SP) - Brown	0.78	0.60	0.57	0.51	0.45	0.40	0.36	0.32	0.26	0.22	0.18	0.13	0.60	3	SCREEN		Red	Fail
3	24	278.0	276.5	Poorly-Graded Sand (SP) - Brown	0.53	0.48	0.43	0.39	0.35	0.31	0.27	0.24	0.20	0.18	0.16	0.12	0.48	3			Black	Pass
4	26	275.5	274.0	Poorly-Graded Sand (SP) - Brown	0.58	0.56	0.53	0.49	0.44	0.40	0.36	0.32	0.26	0.22	0.19	0.16	0.56	2
5	29	273.0	271.5	Poorly-Graded Sand (SP) - Brown	0.95	0.78	0.60	0.53	0.46	0.39	0.32	0.23	0.14	0.09	0.00	0.00	0.78	13
6	31	270.5	269.0	Poorly-Graded Sand (SP) - Brown	0.34	0.30	0.29	0.27	0.25	0.23	0.21	0.19	0.17	0.16	0.15	0.09	0.30	3
7	34	268.0	266.5	Poorly-Graded Sand (SP) - Brown	0.42	0.38	0.34	0.28	0.26	0.23	0.20	0.18	0.15	0.13	0.10	0.08	0.38	4
8	36	265.5	264.0	Poorly Graded Sand (SP) - Brown	0.58	0.55	0.52	0.46	0.41	0.38	0.35	0.33	0.29	0.25	0.20	0.16	0.55	2
9	39	263.0	261.5	Poorly-Graded Sand (SP) - Brown	0.34	0.30	0.29	0.26	0.23	0.20	0.18	0.15	0.11	0.09	0.08	0.00	0.30	10
10	41	260.5	259.0	Poorly Graded Sand (SP) - Brown	0.36	0.32	0.30	0.28	0.26	0.24	0.22	0.20	0.18	0.17	0.16	0.12	0.32	2		El. 258.5 / 23 ft
11	44	258.0	256.5	Poorly Graded Sand (SP) - Brown	0.28	0.26	0.25	0.22	0.20	0.17	0.15	0.13	0.10	0.09	0.08	0.00	0.26	6	RISER
12	46	255.5	254.0	Poorly Graded Sand (SP) - Gray	0.22	0.17	0.15	0.14	0.13	0.12	0.11	0.10	0.09	0.08	0.08	0.00	0.17	9
13	49	253.0	251.5	Sandy Lean Clay (CL) - Gray	0.15	0.14	0.14	0.13	0.11	0.10	0.09	0.08	0.00	0.00	0.00	0.00	0.14	22
14	0	0.0	0.0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0		El. 248.5 / 15 ft
15	54	248.0	246.5	Poorly-Graded Sand (SP) - Brown	0.99	0.89	0.79	0.60	0.56	0.53	0.49	0.45	0.38	0.30	0.19	0.09	0.89	4	SCREEN
16	56	245.5	244.0	Poorly-Graded Sand (SP) - Brown	0.90	0.76	0.62	0.55	0.50	0.45	0.35	0.26	0.20	0.17	0.14	0.09	0.76	4
17	59	243.0	241.5	Poorly-Graded Sand (SP) - Brown and Gray	0.58	0.53	0.48	0.35	0.25	0.17	0.13	0.11	0.08	0.00	0.00	0.00	0.53	18
18	64	238.0	236.5	Poorly Graded Sand (SP) - Brown	0.41	0.39	0.37	0.33	0.30	0.27	0.24	0.21	0.19	0.17	0.16	0.11	0.39	3		El. 233.5 / 15 ft
19	69	233.0	231.5	Poorly Graded Sand (SP) - Brown	0.34	0.30	0.29	0.27	0.25	0.23	0.21	0.19	0.18	0.17	0.16	0.12	0.30	3	RISER	El. 230.5 / 3 ft
20	74	228.0	226.5	Poorly Graded Sand (SP) - Gray	0.91	0.78	0.64	0.55	0.49	0.43	0.29	0.25	0.20	0.18	0.16	0.10	0.78	4	SCREEN
21	79	223.0	221.5	Poorly-Graded Sand (SP) - Gray	0.97	0.85	0.74	0.58	0.51	0.45	0.33	0.23	0.15	0.12	0.10	0.00	0.85	5
22	84	218.0	216.5	Poorly-Graded Sand (SP) - Gray And Gravel	6.19	4.51	3.86	2.56	1.91	1.38	1.02	0.77	0.52	0.39	0.23	0.12	4.51	3
23	89	213.0	211.5	Poorly-Graded Sand (SP) - Gray And Gravel	4.62	3.21	2.18	1.30	1.01	0.81	0.62	0.52	0.43	0.35	0.24	0.09	3.21	5
24	94	208.0	206.5	Poorly-Graded Sand (SP) - Gray And Gravel	5.47	4.33	3.69	2.42	1.72	1.08	0.59	0.33	0.21	0.16	0.10	0.00	4.33	8
25	99	203.0	201.5	Poorly-Graded Sand (SP) - Gray And Gravel	8.63	6.90	5.17	3.74	2.59	1.76	1.10	0.71	0.42	0.28	0.17	0.00	6.90	6
26	104	198.0	196.5	Poorly-Graded Sand (SP) - Gray And Gravel	6.96	4.47	3.62	2.15	1.33	0.93	0.61	0.46	0.27	0.18	0.09	0.00	4.47	9
27	109	193.0	191.5	Poorly-Graded Sand (SP) - Gray	0.50	0.42	0.39	0.34	0.29	0.27	0.24	0.21	0.18	0.17	0.15	0.09	0.42	4		El. 190.5 / 40 ft
28	114	188.0	186.5	Poorly-Graded Sand (SP) - Gray and Brown	0.35	0.30	0.29	0.27	0.25	0.22	0.20	0.18	0.16	0.15	0.11	0.00	0.30	5	RISER	El. 185.5 / 5 ft
29	119	183.0	181.5	Poorly-Graded Sand (SP) - Brown And Gravel	6.67	4.56	3.62	2.03	1.12	0.74	0.51	0.38	0.26	0.19	0.11	0.00	4.56	7	SCREEN
30	124	178.0	176.5	Poorly-Graded Sand (SP) - Brown	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.77	6
31	129	173.0	171.5	Poorly-Graded Sand (SP) - Brown	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.89	7
32	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0		El. 167.5 / 18 ft
33	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
34	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
35	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
36	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
37	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
38	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
39	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
40	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
41	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
42	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
43	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
44	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
45	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
46	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
47	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
48	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
49	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	0.00	0.00	0
50	0	0	0	0	0.92	0.77	0.62	0.54	0.48	0.42	0.36	0.30	0.22	0.18	0.14	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
62-I8P2G-19	18.5	1	0.57	0.41	0.23	0.15	0.10
62-I8P2G-19	21	2	0.60	0.45	0.32	0.22	0.18
62-I8P2G-19	23.5	3	0.48	0.35	0.24	0.18	0.16
62-I8P2G-19	26	4	0.56	0.44	0.32	0.22	0.19
62-I8P2G-19	28.5	5	0.78	0.46	0.23	0.09	0.00
62-I8P2G-19	31	6	0.30	0.25	0.19	0.16	0.15
62-I8P2G-19	33.5	7	0.38	0.26	0.18	0.13	0.10
62-I8P2G-19	36	8	0.55	0.41	0.33	0.25	0.20
62-I8P2G-19	38.5	9	0.30	0.23	0.15	0.09	0.08
62-I8P2G-19	41	10	0.32	0.26	0.20	0.17	0.16
62-I8P2G-19	43.5	11	0.26	0.20	0.13	0.09	0.08
62-I8P2G-19	46	12	0.17	0.13	0.10	0.08	0.08
62-I8P2G-19	48.5	13	0.14	0.11	0.08	0.00	0.00
62-I8P2G-19	51	14	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	53.5	15	0.89	0.56	0.45	0.30	0.19
62-I8P2G-19	56	16	0.76	0.50	0.26	0.17	0.14
62-I8P2G-19	58.5	17	0.53	0.25	0.11	0.00	0.00
62-I8P2G-19	63.5	18	0.39	0.30	0.21	0.17	0.16
62-I8P2G-19	68.5	19	0.30	0.25	0.19	0.17	0.16
62-I8P2G-19	73.5	20	0.78	0.49	0.25	0.18	0.16
62-I8P2G-19	78.5	21	0.85	0.51	0.23	0.12	0.10
62-I8P2G-19	83.5	22	4.51	1.91	0.77	0.39	0.23
62-I8P2G-19	88.5	23	3.21	1.01	0.52	0.35	0.24
62-I8P2G-19	93.5	24	4.33	1.72	0.33	0.16	0.10
62-I8P2G-19	98.5	25	6.90	2.59	0.71	0.28	0.17
62-I8P2G-19	103.5	26	4.47	1.33	0.46	0.18	0.09
62-I8P2G-19	108.5	27	0.42	0.29	0.21	0.17	0.15
62-I8P2G-19	113.5	28	0.30	0.25	0.18	0.15	0.11
62-I8P2G-19	118.5	29	4.56	1.12	0.38	0.19	0.11
62-I8P2G-19	123.5	30	0.77	0.48	0.30	0.18	0.14
62-I8P2G-19	128.5	31	0.89	0.52	0.31	0.18	0.13
62-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
62-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		02/10/20			(Top of Sample Only)
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.57	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		116.29	Wt. Tare + Dry soil (g)		109.2	Screen/Riser					Riser
Original Wt. Dry Soil (g)		116.29	Washed Wt. Dry Soil (g)		109.2	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	0.64
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.57
#4	4.750	0.00	0.60	0.60	0.60	0.5	99.5		D80	0.54
#8	2.360	0.00	0.10	0.10	0.70	0.6	99.4		D70	0.47
#16	1.180	0.00	0.50	0.50	1.20	1.0	99.0		D60	0.41
#30	0.600	0.00	11.20	11.20	12.40	10.7	89.3		D50	0.35
#40	0.425	0.00	30.30	30.30	42.70	36.7	63.3		D40	0.29
#50	0.300	0.00	24.60	24.60	67.30	57.9	42.1		D30	0.23
#100	0.150	0.00	32.00	32.00	99.30	85.4	14.6		D20	0.18
#200	0.075	0.00	8.40	8.40	107.70	92.6	7.4		D15	0.15
Pan	-----		0.700000000000000	0.70	108.40				D10	0.10
Total fines < #200 (g)		7.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.993	FAIL		D5	0.00
Fineness Modulus		2.85

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		21
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	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)		112.15	Wt. Tare + Dry soil (g)		108.77	Screen/Riser					Riser
Original Wt. Dry Soil (g)		112.15	Washed Wt. Dry Soil (g)		108.77	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.78
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.60
#4	4.750			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	0.51
#16	1.180		0.32	0.32	0.32	0.3	99.7		D60	0.45
#30	0.600		15.61	15.61	15.93	14.2	85.8		D50	0.40
#40	0.425		33.22	33.22	49.15	43.8	56.2		D40	0.36
#50	0.300		35.13	35.13	84.28	75.1	24.9		D30	0.32
#100	0.150		21.48	21.48	105.76	94.3	5.7		D20	0.26
#200	0.075		2.72	2.72	108.48	96.7	3.3		D15	0.22
Pan	-----		0.15	0.15	108.63				D10	0.18
Total fines < #200 (g)		3.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.13
Fineness Modulus		3.24

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		23.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.48	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		107.96	Wt. Tare + Dry soil (g)		105.33	Screen/Riser					Riser
Original Wt. Dry Soil (g)		107.96	Washed Wt. Dry Soil (g)		105.33	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	0.53
3/8'	9.500			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	0.43
#8	2.360		0.08	0.08	0.08	0.1	99.9		D70	0.39
#16	1.180		0.01	0.01	0.09	0.1	99.9		D60	0.35
#30	0.600		2.62	2.62	2.71	2.5	97.5		D50	0.31
#40	0.425		19.98	19.98	22.69	21.0	79.0		D40	0.27
#50	0.300		33.73	33.73	56.42	52.3	47.7		D30	0.24
#100	0.150		44.56	44.56	100.98	93.5	6.5		D20	0.20
#200	0.075		3.87	3.87	104.85	97.1	2.9		D15	0.18
Pan	-----		0.09	0.09	104.94				D10	0.16
Total fines < #200 (g)		2.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.996	FAIL		D5	0.12
Fineness Modulus		2.67

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		26
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.56	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		202.87	Wt. Tare + Dry soil (g)		199.3	Screen/Riser					Riser
Original Wt. Dry Soil (g)		202.87	Washed Wt. Dry Soil (g)		199.3	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	0.58
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.56
#4	4.750			0.00	0.00	0.0	100.0		D80	0.53
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.49
#16	1.180		0.16	0.16	0.16	0.1	99.9		D60	0.44
#30	0.600		12.63	12.63	12.79	6.3	93.7		D50	0.40
#40	0.425		73.91	73.91	86.70	42.7	57.3		D40	0.36
#50	0.300		63.37	63.37	150.07	74.0	26.0		D30	0.32
#100	0.150		44.16	44.16	194.23	95.7	4.3		D20	0.26
#200	0.075		4.97	4.97	199.20	98.2	1.8		D15	0.22
Pan	-----		0.050000000000000	0.05	199.25				D10	0.19
Total fines < #200 (g)		3.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.16
Fineness Modulus		3.17

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		28.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.78	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		145.84	Wt. Tare + Dry soil (g)		127.15	Screen/Riser					Riser
Original Wt. Dry Soil (g)		145.84	Washed Wt. Dry Soil (g)		127.15	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.95
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.78
#4	4.750		0.69	0.69	0.69	0.5	99.5		D80	0.60
#8	2.360		1.40	1.40	2.09	1.4	98.6		D70	0.53
#16	1.180		2.75	2.75	4.84	3.3	96.7		D60	0.46
#30	0.600		24.48	24.48	29.32	20.1	79.9		D50	0.39
#40	0.425		37.15	37.15	66.47	45.6	54.4		D40	0.32
#50	0.300		24.89	24.89	91.36	62.6	37.4		D30	0.23
#100	0.150		23.82	23.82	115.18	79.0	21.0		D20	0.14
#200	0.075		10.99	10.99	126.17	86.5	13.5		D15	0.09
Pan	-----		0.9900000000000000	0.99	127.16				D10	0.00
Total fines < #200 (g)		19.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.99

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		31
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.30	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		182.53	Wt. Tare + Dry soil (g)		177.55	Screen/Riser					Riser
Original Wt. Dry Soil (g)		182.53	Washed Wt. Dry Soil (g)		177.55	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.34
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.30
#4	4.750			0.00	0.00	0.0	100.0		D80	0.29
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.27
#16	1.180		0.06	0.06	0.06	0.0	100.0		D60	0.25
#30	0.600		0.78	0.78	0.84	0.5	99.5		D50	0.23
#40	0.425		7.88	7.88	8.72	4.8	95.2		D40	0.21
#50	0.300		14.38	14.38	23.10	12.7	87.3		D30	0.19
#100	0.150		140.47	140.47	163.57	89.6	10.4		D20	0.17
#200	0.075		13.10	13.10	176.67	96.8	3.2		D15	0.16
Pan	-----		0.790000000000020	0.79	177.46				D10	0.15
Total fines < #200 (g)		5.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.09
Fineness Modulus		2.04

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		33.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)			Wt. Tare (g)			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)		149.22	Wt. Tare + Dry soil (g)		144.26	Screen/Riser					Riser
Original Wt. Dry Soil (g)		149.22	Washed Wt. Dry Soil (g)		144.26	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.42
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.38
#4	4.750			0.00	0.00	0.0	100.0		D80	0.34
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.28
#16	1.180		0.03	0.03	0.03	0.0	100.0		D60	0.26
#30	0.600		1.27	1.27	1.30	0.9	99.1		D50	0.23
#40	0.425		13.29	13.29	14.59	9.8	90.2		D40	0.20
#50	0.300		21.52	21.52	36.11	24.2	75.8		D30	0.18
#100	0.150		83.31	83.31	119.42	80.0	20.0		D20	0.15
#200	0.075		23.83	23.83	143.25	96.0	4.0		D15	0.13
Pan	-----		0.900000000000006	0.90	144.15				D10	0.10
Total fines < #200 (g)		5.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.08
Fineness Modulus		2.11

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		36
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)			Wt. Tare (g)			D85 (mm)	0.55	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		189.09	Wt. Tare + Dry soil (g)		185.08	Screen/Riser					Riser
Original Wt. Dry Soil (g)		189.09	Washed Wt. Dry Soil (g)		185.08	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.58
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.55
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.52
#8	2.360		0.15	0.15	0.15	0.1	99.9		D70	0.46
#16	1.180		0.22	0.22	0.37	0.2	99.8		D60	0.41
#30	0.600		11.37	11.37	11.74	6.2	93.8		D50	0.38
#40	0.425		54.57	54.57	66.31	35.1	64.9		D40	0.35
#50	0.300		83.92	83.92	150.23	79.4	20.6		D30	0.33
#100	0.150		31.22	31.22	181.45	96.0	4.0		D20	0.29
#200	0.075		3.11	3.11	184.56	97.6	2.4		D15	0.25
Pan	-----		0.310000000000000	0.31	184.87				D10	0.20
Total fines < #200 (g)		4.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.16
Fineness Modulus		3.15

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		38.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.30	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		158.83	Wt. Tare + Dry soil (g)		147.08	Screen/Riser					Riser
Original Wt. Dry Soil (g)		158.83	Washed Wt. Dry Soil (g)		147.08	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.34
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.30
#4	4.750			0.00	0.00	0.0	100.0		D80	0.29
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.26
#16	1.180		0.03	0.03	0.03	0.0	100.0		D60	0.23
#30	0.600		0.15	0.15	0.18	0.1	99.9		D50	0.20
#40	0.425		0.84	0.84	1.02	0.6	99.4		D40	0.18
#50	0.300		22.69	22.69	23.71	14.9	85.1		D30	0.15
#100	0.150		86.30	86.30	110.01	69.3	30.7		D20	0.11
#200	0.075		33.53000000000000	33.53	143.54	90.4	9.6		D15	0.09
Pan	-----		3.2900000000000000	3.29	146.83				D10	0.08
Total fines < #200 (g)		15.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.00
Fineness Modulus		1.75

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		41
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.32	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		188.07	Wt. Tare + Dry soil (g)		184.9	Screen/Riser					Riser
Original Wt. Dry Soil (g)		188.07	Washed Wt. Dry Soil (g)		184.9	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.36
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.32
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.30
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.28
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.26
#30	0.600		0.68	0.68	0.68	0.4	99.6		D50	0.24
#40	0.425		3.58	3.58	4.26	2.3	97.7		D40	0.22
#50	0.300		28.76	28.76	33.02	17.6	82.4		D30	0.20
#100	0.150		142.37	142.37	175.39	93.3	6.7		D20	0.18
#200	0.075		9.45	9.45	184.84	98.3	1.7		D15	0.17
Pan	-----		0.060000000000000	0.06	184.90				D10	0.16
Total fines < #200 (g)		3.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		2.12

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		43.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.26	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		118.67	Wt. Tare + Dry soil (g)		112	Screen/Riser					Riser
Original Wt. Dry Soil (g)		118.67	Washed Wt. Dry Soil (g)		112	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.28
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.26
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.25
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.22
#16	1.180		0.04	0.04	0.04	0.0	100.0		D60	0.20
#30	0.600		0.23	0.23	0.27	0.2	99.8		D50	0.17
#40	0.425		0.45	0.45	0.72	0.6	99.4		D40	0.15
#50	0.300		0.44	0.44	1.16	1.0	99.0		D30	0.13
#100	0.150		68.51	68.51	69.67	58.7	41.3		D20	0.10
#200	0.075		41.41	41.41	111.08	93.6	6.4		D15	0.09
Pan	-----		0.900000000000000	0.90	111.98				D10	0.08
Total fines < #200 (g)		7.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		1.54

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Gray			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)			Wt. Tare (g)			D85 (mm)	0.17	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		164.77	Wt. Tare + Dry soil (g)		156.07	Screen/Riser					Riser
Original Wt. Dry Soil (g)		164.77	Washed Wt. Dry Soil (g)		156.07	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	0.22
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.17
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.15
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.14
#16	1.180		0.06	0.06	0.06	0.0	100.0		D60	0.13
#30	0.600		0.47	0.47	0.53	0.3	99.7		D50	0.12
#40	0.425		3.07	3.07	3.60	2.2	97.8		D40	0.11
#50	0.300		1.68	1.68	5.28	3.2	96.8		D30	0.10
#100	0.150		22.25	22.25	27.53	16.7	83.3		D20	0.09
#200	0.075		122.12	122.12	149.65	90.8	9.2		D15	0.08
Pan	-----		6.27	6.27	155.92				D10	0.08
Total fines < #200 (g)		15.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		1.13

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Sandy Lean Clay (CL) - Gray			Sample Depth: (ft)		48.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.14	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		115.94	Wt. Tare + Dry soil (g)		100.49	Screen/Riser					Riser
Original Wt. Dry Soil (g)		115.94	Washed Wt. Dry Soil (g)		100.49	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	0.15
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.14
#4	4.750			0.00	0.00	0.0	100.0		D80	0.14
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.13
#16	1.180		0.09	0.09	0.09	0.1	99.9		D60	0.11
#30	0.600		0.76	0.76	0.85	0.7	99.3		D50	0.10
#40	0.425		0.87	0.87	1.72	1.5	98.5		D40	0.09
#50	0.300		0.91	0.91	2.63	2.3	97.7		D30	0.08
#100	0.150		4.82000000000000	4.82	7.45	6.4	93.6		D20	0.00
#200	0.075		82.62	82.62	90.07	77.7	22.3		D15	0.00
Pan	-----		10.330000000000000	10.33	100.40				D10	0.00
Total fines < #200 (g)		25.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		0.89

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:					Sample Depth: (ft)		51
Date Received:		12/31/99
Date Tested:
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.00	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)			Wt. Tare + Dry soil (g)			Screen/Riser					Riser
Original Wt. Dry Soil (g)		0	Washed Wt. Dry Soil (g)		0	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	0.00
3/8'	9.500			0.00	0.00	0.0	0.0		D85	0.00
#4	4.750			0.00	0.00	0.0	0.0		D80	0.00
#8	2.360			0.00	0.00	0.0	0.0		D70	0.00
#16	1.180			0.00	0.00	0.0	0.0		D60	0.00
#30	0.600			0.00	0.00	0.0	0.0		D50	0.00
#40	0.425			0.00	0.00	0.0	0.0		D40	0.00
#50	0.300			0.00	0.00	0.0	0.0		D30	0.00
#100	0.150			0.00	0.00	0.0	0.0		D20	0.00
#200	0.075			0.00	0.00	0.0	0.0		D15	0.00
Pan	-----			0.00	0.00				D10	0.00
Total fines < #200 (g)		0.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.000	0		D5	0.00
Fineness Modulus		0.00

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.89	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		160.03	Wt. Tare + Dry soil (g)		154.64	Screen/Riser					Riser
Original Wt. Dry Soil (g)		160.03	Washed Wt. Dry Soil (g)		154.64	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	0.99
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.89
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.79
#8	2.360		0.11	0.11	0.11	0.1	99.9		D70	0.60
#16	1.180		0.04	0.04	0.15	0.1	99.9		D60	0.56
#30	0.600		47.85	47.85	48.00	30.0	70.0		D50	0.53
#40	0.425		75.33	75.33	123.33	77.1	22.9		D40	0.49
#50	0.300		12.77	12.77	136.10	85.0	15.0		D30	0.45
#100	0.150		11.11	11.11	147.21	92.0	8.0		D20	0.38
#200	0.075		6.53999999999999	6.54	153.75	96.1	3.9		D15	0.30
Pan	-----		0.530000000000001	0.53	154.28				D10	0.19
Total fines < #200 (g)		5.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.09
Fineness Modulus		3.80

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown			Sample Depth: (ft)		56
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.76	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		153.72	Wt. Tare + Dry soil (g)		148.41	Screen/Riser					Riser
Original Wt. Dry Soil (g)		153.72	Washed Wt. Dry Soil (g)		148.41	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	0.90
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.76
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.62
#8	2.360		0.05	0.05	0.05	0.0	100.0		D70	0.55
#16	1.180		0.07	0.07	0.12	0.1	99.9		D60	0.50
#30	0.600		31.92	31.92	32.04	20.8	79.2		D50	0.45
#40	0.425		52.42	52.42	84.46	54.9	45.1		D40	0.35
#50	0.300		12.92	12.92	97.38	63.3	36.7		D30	0.26
#100	0.150		39.41	39.41	136.79	89.0	11.0		D20	0.20
#200	0.075		11.16000000000000	11.16	147.95	96.2	3.8		D15	0.17
Pan	-----		0.4700000000000000	0.47	148.42				D10	0.14
Total fines < #200 (g)		5.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.24

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Brown and Gray			Sample Depth: (ft)		58.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.53	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		122.86	Wt. Tare + Dry soil (g)		106.29	Screen/Riser					Riser
Original Wt. Dry Soil (g)		122.86	Washed Wt. Dry Soil (g)		106.29	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.58
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.53
#4	4.750			0.00	0.00	0.0	100.0		D80	0.48
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.35
#16	1.180		0.04	0.04	0.04	0.0	100.0		D60	0.25
#30	0.600		9.44	9.44	9.48	7.7	92.3		D50	0.17
#40	0.425		21.32	21.32	30.80	25.1	74.9		D40	0.13
#50	0.300		10.63	10.63	41.43	33.7	66.3		D30	0.11
#100	0.150		23.07	23.07	64.50	52.5	47.5		D20	0.08
#200	0.075		36.53	36.53	101.03	82.2	17.8		D15	0.00
Pan	-----		5.370000000000000	5.37	106.40				D10	0.00
Total fines < #200 (g)		21.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.00
Fineness Modulus		2.01

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.39	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		163.08	Wt. Tare + Dry soil (g)		158.68	Screen/Riser					Riser
Original Wt. Dry Soil (g)		163.08	Washed Wt. Dry Soil (g)		158.68	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	0.41
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.39
#4	4.750		0.10	0.10	0.10	0.1	99.9		D80	0.37
#8	2.360		0.34	0.34	0.44	0.3	99.7		D70	0.33
#16	1.180		1.15	1.15	1.59	1.0	99.0		D60	0.30
#30	0.600		1.92	1.92	3.51	2.2	97.8		D50	0.27
#40	0.425		6.05	6.05	9.56	5.9	94.1		D40	0.24
#50	0.300		53.80	53.80	63.36	38.9	61.1		D30	0.21
#100	0.150		88.17	88.17	151.53	92.9	7.1		D20	0.19
#200	0.075		6.16999999999999	6.17	157.70	96.7	3.3		D15	0.17
Pan	-----		0.49	0.49	158.19				D10	0.16
Total fines < #200 (g)		4.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.997	FAIL		D5	0.11
Fineness Modulus		2.38

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)			Wt. Tare (g)			D85 (mm)	0.30	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		169.47	Wt. Tare + Dry soil (g)		164.63	Screen/Riser					Riser
Original Wt. Dry Soil (g)		169.47	Washed Wt. Dry Soil (g)		164.63	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.34
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.30
#4	4.750			0.00	0.00	0.0	100.0		D80	0.29
#8	2.360			0.00	0.00	0.0	100.0		D70	0.27
#16	1.180		0.00	0.00	0.00	0.0	100.0		D60	0.25
#30	0.600		0.47	0.47	0.47	0.3	99.7		D50	0.23
#40	0.425		2.66	2.66	3.13	1.8	98.2		D40	0.21
#50	0.300		20.53	20.53	23.66	14.0	86.0		D30	0.19
#100	0.150		135.57	135.57	159.23	94.0	6.0		D20	0.18
#200	0.075		5.10	5.10	164.33	97.0	3.0		D15	0.17
Pan	-----		0.27	0.27	164.60				D10	0.16
Total fines < #200 (g)		5.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		2.07

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Gray			Sample Depth: (ft)		73.5
Date Received:		12/31/99
Date Tested:		02/10/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)			Wt. Tare (g)			D85 (mm)	0.78	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		204.56	Wt. Tare + Dry soil (g)		198.45	Screen/Riser					Riser
Original Wt. Dry Soil (g)		204.56	Washed Wt. Dry Soil (g)		198.45	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.91
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.78
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.64
#8	2.360		0.08	0.08	0.08	0.0	100.0		D70	0.55
#16	1.180		0.75	0.75	0.83	0.4	99.6		D60	0.49
#30	0.600		42.85	42.85	43.68	21.4	78.6		D50	0.43
#40	0.425		59.03	59.03	102.71	50.2	49.8		D40	0.29
#50	0.300		16.04	16.04	118.75	58.1	41.9		D30	0.25
#100	0.150		69.64	69.64	188.39	92.1	7.9		D20	0.20
#200	0.075		8.68	8.68	197.07	96.3	3.7		D15	0.18
Pan	-----		0.74	0.74	197.81				D10	0.16
Total fines < #200 (g)		6.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.997	FAIL		D5	0.10
Fineness Modulus		3.18

&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 #:		62-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly-Graded Sand (SP) - Gray			Sample Depth: (ft)		78.5
Date Received:		12/31/99
Date Tested:		02/12/20
Tested By:		0
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		0	Wt. Tare (g)		0	D85 (mm)	0.85	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		149	Wt. Tare + Dry soil (g)		142.27	Screen/Riser					Riser
Original Wt. Dry Soil (g)		149	Washed Wt. Dry Soil (g)		142.27	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	0.0	100.0		D85	0.85
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.74
#8	2.360		0.08	0.08	0.08	0.1	99.9		D70	0.58
#16	1.180		0.68	0.68	0.76	0.5	99.5		D60	0.51
#30	0.600		38.30	38.30	39.06	26.2	73.8		D50	0.45
#40	0.425		40.88	40.88	79.94	53.7	46.3		D40	0.33
#50	0.300		12.15	12.15	92.09	61.8	38.2		D30	0.23
#100	0.150		26.17	26.17	118.26	79.4	20.6		D20	0.15
#200	0.075		22.61	22.61	140.87	94.5	5.5		D15	0.12
Pan	-----		1.12	1.12	141.99				D10	0.10
Total fines < #200 (g)		7.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.00
Fineness Modulus		3.16

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

# (21)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (22)

Project Name:	Island 8 Parcel 2		Relief Well #:		62-I8P2G-19
Location:	Fulton County, KY
Sample Description:	Poorly-Graded Sand (SP) - Gray And Gravel		Sample Depth: (ft)		83.5
Date Received:	12/31/99
Date Tested:	02/12/20
Tested By:	0
Before 200 Wash		After 200 Wash		For Government Use Only
Wt. Tare (g)		Wt. Tare (g)	0	D85 (mm)	4.51	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.	Screen
Wt. Tare + Dry soil (g)	156.69	Wt. Tare + Dry soil (g)	152.45	Screen/Riser			Riser

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.