Pilot Hole Sieve Data_22-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 contains technical specifications and test results for a federal contract to install relief wells and perform drainage improvements on Island 8, Parcel 2 in Fulton County, Kentucky. The project includes installing 79 relief wells to a depth of 86 feet, installing 12,000 linear feet of subsurface drain pipe and 1,900 linear feet of new drainage ditches. Additional work includes modifying existing drainage ditches, replacing culverts at five locations with associated rip-rap, and removing debris. Sieve analysis data and results are provided for 29 soil samples from test borings. 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. The response due date and award date are not specified.

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Other files

File	Type	Posted
Official Abstract Signed.pdf	PDF	Sep 2, 2021
Site Visit Attendance forms- W912EQ21B0009.pdf	PDF	Aug 25, 2021
Pilot Hole Sieve Data_08-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_13-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_16-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_11-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_79-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_41-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_71-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_65-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_25-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_75-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_49-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_63-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_73-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_42-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_78-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_44-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_09-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_59-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_15-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_28-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_39-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_30-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_38-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_24-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_32-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_18-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_45-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_02-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_34-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_54-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_57-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_77-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_76-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_37-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_67-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Island 8 Parcel 2 Pilot Hole Field Logs with coversheet.pdf	PDF	Aug 18, 2021
Pilot Hole Sieve Data_29-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_50-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_19-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_48-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_01-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_17-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_62-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_35-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_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):	20
Location:	Fulton County, KY																	Screen (ft):	86
Well #:	22-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		302.7															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	284.2	282.7	Poorly Graded Sand (SP) - Brown, Wet	0.62	0.57	0.55	0.49	0.43	0.39	0.36	0.32	0.27	0.23	0.19	0.13	0.57	3	RISER	El. 282.7 / 20 ft	Blue	Borderline
2	21	281.7	280.2	Poorly Graded Sand (SP) - Brown, Saturated	0.57	0.54	0.50	0.43	0.40	0.37	0.34	0.31	0.25	0.22	0.18	0.14	0.54	3	SCREEN		Red	Fail
3	24	279.2	277.7	Poorly Graded Sand (SP) - Black, Saturated, Trace Gravel	0.59	0.55	0.50	0.42	0.38	0.34	0.31	0.26	0.21	0.19	0.16	0.10	0.55	4			Black	Pass
4	26	276.7	275.2	Poorly Graded Sand (SP) - Brown, Saturated	0.91	0.70	0.58	0.49	0.42	0.39	0.36	0.32	0.28	0.23	0.19	0.11	0.70	4
5	29	274.2	272.7	Poorly Graded Sand (SP) - Brown, Saturated	0.99	0.87	0.75	0.58	0.53	0.48	0.43	0.37	0.32	0.27	0.20	0.10	0.87	4
6	31	271.7	270.2	Poorly Graded Sand (SP) - Brown, Saturated	1.01	0.86	0.71	0.58	0.54	0.50	0.46	0.41	0.35	0.32	0.26	0.14	0.86	3
7	34	269.2	267.7	Poorly Graded Sand (SP) - Brown, Saturated	1.03	0.90	0.77	0.59	0.54	0.50	0.46	0.41	0.34	0.30	0.22	0.13	0.90	3
8	36	266.7	265.2	Poorly Graded Sand (SP) - Brown, Saturated	0.56	0.53	0.50	0.44	0.41	0.38	0.35	0.32	0.28	0.24	0.19	0.13	0.53	3
9	39	264.2	262.7	Poorly Graded Sand (SP) - Brown, Saturated	0.42	0.41	0.39	0.36	0.34	0.31	0.27	0.24	0.20	0.19	0.17	0.15	0.41	3
10	41	261.7	260.2	Poorly Graded Sand (SP) - Brown, Saturated	0.57	0.55	0.53	0.48	0.44	0.39	0.34	0.29	0.23	0.20	0.17	0.12	0.55	2
11	44	259.2	257.7	Poorly Graded Sand (SP) - Brown, Saturated	0.74	0.59	0.58	0.54	0.51	0.47	0.44	0.39	0.33	0.31	0.23	0.15	0.59	3
12	46	256.7	255.2	Silty Sand (SM) - Black, Organics	0.75	0.58	0.52	0.42	0.29	0.24	0.18	0.14	0.11	0.09	0.00	0.00	0.58	10
13	49	254.2	252.7	Poorly Graded Sand (SP) - Brown, Saturated	0.99	0.87	0.76	0.59	0.54	0.49	0.45	0.38	0.31	0.26	0.20	0.13	0.87	2
14	51	251.7	250.2	Poorly Graded Sand (SP) - Brown, Saturated	1.06	0.98	0.90	0.73	0.57	0.44	0.36	0.29	0.23	0.20	0.18	0.14	0.98	3
15	54	249.2	247.7	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	1.07	0.98	0.90	0.73	0.59	0.54	0.50	0.46	0.39	0.33	0.24	0.14	0.98	3
16	56	246.7	245.2	Poorly Graded Sand (SP) - Brown, Saturated	1.15	1.09	1.03	0.90	0.77	0.65	0.55	0.48	0.40	0.33	0.25	0.13	1.09	3
17	59	244.2	242.7	Poorly Graded Sand (SP) - Brown, Saturated	1.09	1.03	0.97	0.85	0.73	0.61	0.54	0.47	0.39	0.33	0.24	0.13	1.03	3
18	64	239.2	237.7	Poorly Graded Sand (SP) - Brown, Saturated	1.39	1.14	1.08	0.96	0.84	0.71	0.59	0.48	0.33	0.25	0.18	0.11	1.14	3
19	69	234.2	232.7	Poorly Graded Sand (SP) - Brown, Saturated	1.30	1.13	1.06	0.94	0.81	0.68	0.56	0.46	0.35	0.29	0.21	0.11	1.13	4
20	74	229.2	227.7	Poorly Graded Sand (SP) - Brown, Saturated	2.23	1.93	1.64	1.14	0.98	0.82	0.65	0.51	0.38	0.30	0.20	0.10	1.93	4
21	79	224.2	222.7	Poorly Graded Sand (SP) - Brown, Saturated	1.83	1.44	1.15	1.00	0.85	0.69	0.55	0.43	0.34	0.29	0.21	0.11	1.44	4
22	84	219.2	217.7	Poorly Graded Sand (SP) - Brown/Grey, Saturated	2.97	2.25	2.02	1.56	1.15	0.95	0.75	0.55	0.29	0.22	0.15	0.00	2.25	5
23	89	214.2	212.7	Poorly Graded Sand (SP) - Brown, Saturated	6.26	4.69	4.23	3.33	2.42	1.88	1.36	0.93	0.55	0.38	0.25	0.13	4.69	3
24	94	209.2	207.7	Poorly Graded Sand (SP) - Brown, Saturated	2.72	2.24	2.06	1.72	1.38	1.11	0.95	0.79	0.63	0.44	0.26	0.12	2.24	4
25	99	204.2	202.7	Silty Sand (SM) - Grey, Trace Organics	2.16	1.67	1.18	0.82	0.38	0.19	0.14	0.12	0.10	0.09	0.08	0.00	1.67	9
26	104	199.2	197.7	Poorly Graded Sand (SP) - Brown/Grey, Saturated	4.51	4.12	3.72	2.93	2.19	1.60	0.97	0.38	0.20	0.14	0.00	0.00	4.12	10		El. 196.7 / 86 ft
27	109	194.2	192.7	Poorly Graded Sand/Silty Sand (SP-SM) - White	0.28	0.27	0.26	0.24	0.21	0.19	0.17	0.14	0.10	0.00	0.00	0.00	0.27	15
28	114	189.2	187.7	Poorly Graded Sand/Silty Sand (SP-SM) - White	0.30	0.29	0.28	0.26	0.24	0.22	0.20	0.18	0.16	0.14	0.08	0.00	0.29	10
29	119	184.2	182.7	Poorly Graded Sand/Silty Sand (SP-SM) - White	0.29	0.28	0.27	0.25	0.23	0.21	0.19	0.17	0.15	0.12	0.00	0.00	0.28	11
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
22-I8P2G-19	18.5	1	0.57	0.43	0.32	0.23	0.19
22-I8P2G-19	21	2	0.54	0.40	0.31	0.22	0.18
22-I8P2G-19	23.5	3	0.55	0.38	0.26	0.19	0.16
22-I8P2G-19	26	4	0.70	0.42	0.32	0.23	0.19
22-I8P2G-19	28.5	5	0.87	0.53	0.37	0.27	0.20
22-I8P2G-19	31	6	0.86	0.54	0.41	0.32	0.26
22-I8P2G-19	33.5	7	0.90	0.54	0.41	0.30	0.22
22-I8P2G-19	36	8	0.53	0.41	0.32	0.24	0.19
22-I8P2G-19	38.5	9	0.41	0.34	0.24	0.19	0.17
22-I8P2G-19	41	10	0.55	0.44	0.29	0.20	0.17
22-I8P2G-19	43.5	11	0.59	0.51	0.39	0.31	0.23
22-I8P2G-19	46	12	0.58	0.29	0.14	0.09	0.00
22-I8P2G-19	48.5	13	0.87	0.54	0.38	0.26	0.20
22-I8P2G-19	51	14	0.98	0.57	0.29	0.20	0.18
22-I8P2G-19	53.5	15	0.98	0.59	0.46	0.33	0.24
22-I8P2G-19	56	16	1.09	0.77	0.48	0.33	0.25
22-I8P2G-19	58.5	17	1.03	0.73	0.47	0.33	0.24
22-I8P2G-19	63.5	18	1.14	0.84	0.48	0.25	0.18
22-I8P2G-19	68.5	19	1.13	0.81	0.46	0.29	0.21
22-I8P2G-19	73.5	20	1.93	0.98	0.51	0.30	0.20
22-I8P2G-19	78.5	21	1.44	0.85	0.43	0.29	0.21
22-I8P2G-19	83.5	22	2.25	1.15	0.55	0.22	0.15
22-I8P2G-19	88.5	23	4.69	2.42	0.93	0.38	0.25
22-I8P2G-19	93.5	24	2.24	1.38	0.79	0.44	0.26
22-I8P2G-19	98.5	25	1.67	0.38	0.12	0.09	0.08
22-I8P2G-19	103.5	26	4.12	2.19	0.38	0.14	0.00
22-I8P2G-19	108.5	27	0.27	0.21	0.14	0.00	0.00
22-I8P2G-19	113.5	28	0.29	0.24	0.18	0.14	0.08
22-I8P2G-19	118.5	29	0.28	0.23	0.17	0.12	0.00
22-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
22-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		22-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Wet			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		11/06/19			(Top of Sample Only)
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		172.42	Wt. Tare (g)		172.42	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)		602.31	Wt. Tare + Dry soil (g)		590.37	Screen/Riser					Riser
Original Wt. Dry Soil (g)		429.89	Washed Wt. Dry Soil (g)		417.95	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	0.57
#4	4.750		1.70	1.70	1.70	0.4	99.6		D80	0.55
#8	2.360		2.60	2.60	4.30	1.0	99.0		D70	0.49
#16	1.180		4.44	4.44	8.74	2.0	98.0		D60	0.43
#30	0.600		35.69	35.69	44.43	10.3	89.7		D50	0.39
#40	0.425		133.52	133.52	177.95	41.4	58.6		D40	0.36
#50	0.300		152.24	152.24	330.19	76.8	23.2		D30	0.32
#100	0.150		74.62	74.62	404.81	94.2	5.8		D20	0.27
#200	0.075		12.13	12.13	416.94	97.0	3.0		D15	0.23
Pan	-----		1.01	1.01	417.95				D10	0.19
Total fines < #200 (g)		12.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		3.23

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

SAMPLE # (1)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (2)

Project Name:		Island 8 Parcel 2			Relief Well #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178.13	Wt. Tare (g)		178.13	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)		599.5	Wt. Tare + Dry soil (g)		585.74	Screen/Riser					Riser
Original Wt. Dry Soil (g)		421.37	Washed Wt. Dry Soil (g)		407.61	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		3.95	3.95	3.95	0.9	99.1		D85	0.54
#4	4.750		0.00	0.00	3.95	0.9	99.1		D80	0.50
#8	2.360		0.36	0.36	4.31	1.0	99.0		D70	0.43
#16	1.180		0.40	0.40	4.71	1.1	98.9		D60	0.40
#30	0.600		22.15	22.15	26.86	6.4	93.6		D50	0.37
#40	0.425		100.49	100.49	127.35	30.2	69.8		D40	0.34
#50	0.300		181.82	181.82	309.17	73.4	26.6		D30	0.31
#100	0.150		90.33	90.33	399.50	94.8	5.2		D20	0.25
#200	0.075		7.78	7.78	407.28	96.7	3.3		D15	0.22
Pan	-----		0.38	0.38	407.66				D10	0.18
Total fines < #200 (g)		14.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.14
Fineness Modulus		3.05

&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 #:		22-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Black, Saturated, Trace Gravel			Sample Depth: (ft)		23.5
Date Received:		12/31/99
Date Tested:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178.08	Wt. Tare (g)		178.08	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)		521.51	Wt. Tare + Dry soil (g)		507.14	Screen/Riser					Riser
Original Wt. Dry Soil (g)		343.43	Washed Wt. Dry Soil (g)		329.06	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	0.59
3/8'	9.500		6.35	6.35	6.35	1.8	98.2		D85	0.55
#4	4.750		1.61	1.61	7.96	2.3	97.7		D80	0.50
#8	2.360		0.48	0.48	8.44	2.5	97.5		D70	0.42
#16	1.180		0.94	0.94	9.38	2.7	97.3		D60	0.38
#30	0.600		20.83	20.83	30.21	8.8	91.2		D50	0.34
#40	0.425		69.57	69.57	99.78	29.1	70.9		D40	0.31
#50	0.300		111.22	111.22	211.00	61.4	38.6		D30	0.26
#100	0.150		108.62	108.62	319.62	93.1	6.9		D20	0.21
#200	0.075		9.17	9.17	328.79	95.7	4.3		D15	0.19
Pan	-----		0.61	0.61	329.40				D10	0.16
Total fines < #200 (g)		15.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.10
Fineness Modulus		2.97

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.43	Wt. Tare (g)		177.43	D85 (mm)	0.70	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		601.01	Wt. Tare + Dry soil (g)		585.77	Screen/Riser					Riser
Original Wt. Dry Soil (g)		423.58	Washed Wt. Dry Soil (g)		408.34	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		2.29	2.29	2.29	0.5	99.5		D85	0.70
#4	4.750		1.26	1.26	3.55	0.8	99.2		D80	0.58
#8	2.360		2.51	2.51	6.06	1.4	98.6		D70	0.49
#16	1.180		9.44	9.44	15.50	3.7	96.3		D60	0.42
#30	0.600		57.85	57.85	73.35	17.3	82.7		D50	0.39
#40	0.425		87.55	87.55	160.90	38.0	62.0		D40	0.36
#50	0.300		168.60	168.60	329.50	77.8	22.2		D30	0.32
#100	0.150		68.22	68.22	397.72	93.9	6.1		D20	0.28
#200	0.075		9.58	9.58	407.30	96.2	3.8		D15	0.23
Pan	-----		0.63	0.63	407.93				D10	0.19
Total fines < #200 (g)		15.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.11
Fineness Modulus		3.30

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		174.65	Wt. Tare (g)		174.65	D85 (mm)	0.87	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		650.31	Wt. Tare + Dry soil (g)		631.86	Screen/Riser					Riser
Original Wt. Dry Soil (g)		475.66	Washed Wt. Dry Soil (g)		457.21	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	0.87
#4	4.750		1.76	1.76	1.76	0.4	99.6		D80	0.75
#8	2.360		1.90	1.90	3.66	0.8	99.2		D70	0.58
#16	1.180		6.62	6.62	10.28	2.2	97.8		D60	0.53
#30	0.600		113.87	113.87	124.15	26.1	73.9		D50	0.48
#40	0.425		164.66	164.66	288.81	60.7	39.3		D40	0.43
#50	0.300		105.85	105.85	394.66	83.0	17.0		D30	0.37
#100	0.150		49.22	49.22	443.88	93.3	6.7		D20	0.32
#200	0.075		12.28	12.28	456.16	95.9	4.1		D15	0.27
Pan	-----		0.78	0.78	456.94				D10	0.20
Total fines < #200 (g)		19.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		3.62

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

# (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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.77	Wt. Tare (g)		176.77	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)		625.24	Wt. Tare + Dry soil (g)		610.92	Screen/Riser					Riser
Original Wt. Dry Soil (g)		448.47	Washed Wt. Dry Soil (g)		434.15	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	1.01
3/8'	9.500		6.33	6.33	6.33	1.4	98.6		D85	0.86
#4	4.750		6.64	6.64	12.97	2.9	97.1		D80	0.71
#8	2.360		2.56	2.56	15.53	3.5	96.5		D70	0.58
#16	1.180		3.53	3.53	19.06	4.3	95.7		D60	0.54
#30	0.600		87.79	87.79	106.85	23.8	76.2		D50	0.50
#40	0.425		198.95	198.95	305.80	68.2	31.8		D40	0.46
#50	0.300		90.06	90.06	395.86	88.3	11.7		D30	0.41
#100	0.150		28.61	28.61	424.47	94.6	5.4		D20	0.35
#200	0.075		8.82	8.82	433.29	96.6	3.4		D15	0.32
Pan	-----		0.72	0.72	434.01				D10	0.26
Total fines < #200 (g)		15.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.14
Fineness Modulus		3.84

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.31	Wt. Tare (g)		127.31	D85 (mm)	0.90	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		571.43	Wt. Tare + Dry soil (g)		557.93	Screen/Riser					Riser
Original Wt. Dry Soil (g)		444.12	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	1.03
3/8'	9.500		5.62	5.62	5.62	1.3	98.7		D85	0.90
#4	4.750		7.71	7.71	13.33	3.0	97.0		D80	0.77
#8	2.360		1.87	1.87	15.20	3.4	96.6		D70	0.59
#16	1.180		4.13	4.13	19.33	4.4	95.6		D60	0.54
#30	0.600		99.17	99.17	118.50	26.7	73.3		D50	0.50
#40	0.425		183.88	183.88	302.38	68.1	31.9		D40	0.46
#50	0.300		76.27	76.27	378.65	85.3	14.7		D30	0.41
#100	0.150		40.47	40.47	419.12	94.4	5.6		D20	0.34
#200	0.075		10.59	10.59	429.71	96.8	3.2		D15	0.30
Pan	-----		1.06	1.06	430.77				D10	0.22
Total fines < #200 (g)		14.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		3.83

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.86	Wt. Tare (g)		128.86	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)		599.12	Wt. Tare + Dry soil (g)		584.44	Screen/Riser					Riser
Original Wt. Dry Soil (g)		470.26	Washed Wt. Dry Soil (g)		455.58	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.56
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.53
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.50
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.44
#16	1.180		0.25	0.25	0.25	0.1	99.9		D60	0.41
#30	0.600		15.16	15.16	15.41	3.3	96.7		D50	0.38
#40	0.425		141.42	141.42	156.83	33.3	66.7		D40	0.35
#50	0.300		209.78	209.78	366.61	78.0	22.0		D30	0.32
#100	0.150		77.01	77.01	443.62	94.3	5.7		D20	0.28
#200	0.075		11.00	11.00	454.62	96.7	3.3		D15	0.24
Pan	-----		0.72	0.72	455.34				D10	0.19
Total fines < #200 (g)		15.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.13
Fineness Modulus		3.06

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.03	Wt. Tare (g)		125.03	D85 (mm)	0.41	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		605.67	Wt. Tare + Dry soil (g)		593.61	Screen/Riser					Riser
Original Wt. Dry Soil (g)		480.64	Washed Wt. Dry Soil (g)		468.58	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.42
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.41
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.39
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.36
#16	1.180		0.28	0.28	0.28	0.1	99.9		D60	0.34
#30	0.600		6.76	6.76	7.04	1.5	98.5		D50	0.31
#40	0.425		36.38	36.38	43.42	9.0	91.0		D40	0.27
#50	0.300		209.76	209.76	253.18	52.7	47.3		D30	0.24
#100	0.150		205.67	205.67	458.85	95.5	4.5		D20	0.20
#200	0.075		8.81	8.81	467.66	97.3	2.7		D15	0.19
Pan	-----		0.80	0.80	468.46				D10	0.17
Total fines < #200 (g)		12.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		2.56

&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 #:		22-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		41
Date Received:		12/31/99
Date Tested:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.77	Wt. Tare (g)		129.77	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)		616.51	Wt. Tare + Dry soil (g)		606.25	Screen/Riser					Riser
Original Wt. Dry Soil (g)		486.74	Washed Wt. Dry Soil (g)		476.48	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	0.55
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.53
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.48
#16	1.180		0.15	0.15	0.15	0.0	100.0		D60	0.44
#30	0.600		21.20	21.20	21.35	4.4	95.6		D50	0.39
#40	0.425		188.18	188.18	209.53	43.0	57.0		D40	0.34
#50	0.300		119.90	119.90	329.43	67.7	32.3		D30	0.29
#100	0.150		125.61	125.61	455.04	93.5	6.5		D20	0.23
#200	0.075		20.40	20.40	475.44	97.7	2.3		D15	0.20
Pan	-----		1.03	1.03	476.47				D10	0.17
Total fines < #200 (g)		11.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.06

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.59	Wt. Tare (g)		129.59	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)		556.14	Wt. Tare + Dry soil (g)		544.88	Screen/Riser					Riser
Original Wt. Dry Soil (g)		426.55	Washed Wt. Dry Soil (g)		415.29	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	0.74
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.58
#8	2.360		0.02	0.02	0.02	0.0	100.0		D70	0.54
#16	1.180		0.51	0.51	0.53	0.1	99.9		D60	0.51
#30	0.600		55.89	55.89	56.42	13.2	86.8		D50	0.47
#40	0.425		212.59	212.59	269.01	63.1	36.9		D40	0.44
#50	0.300		97.55	97.55	366.56	85.9	14.1		D30	0.39
#100	0.150		39.36	39.36	405.92	95.2	4.8		D20	0.33
#200	0.075		8.27	8.27	414.19	97.1	2.9		D15	0.31
Pan	-----		0.79	0.79	414.98				D10	0.23
Total fines < #200 (g)		12.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.15
Fineness Modulus		3.55

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

# (11)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (12)

Project Name:		Island 8 Parcel 2			Relief Well #:		22-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Silty Sand (SM) - Black, Organics			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.8	Wt. Tare (g)		126.8	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)		554.34	Wt. Tare + Dry soil (g)		519.68	Screen/Riser					Riser
Original Wt. Dry Soil (g)		427.54	Washed Wt. Dry Soil (g)		392.88	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.75
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.58
#4	4.750		1.18	1.18	1.18	0.3	99.7		D80	0.52
#8	2.360		3.44	3.44	4.62	1.1	98.9		D70	0.42
#16	1.180		5.92	5.92	10.54	2.5	97.5		D60	0.29
#30	0.600		43.79	43.79	54.33	12.7	87.3		D50	0.24
#40	0.425		71.98	71.98	126.31	29.5	70.5		D40	0.18
#50	0.300		35.14	35.14	161.45	37.8	62.2		D30	0.14
#100	0.150		122.75	122.75	284.20	66.5	33.5		D20	0.11
#200	0.075		98.56	98.56	382.76	89.5	10.5		D15	0.09
Pan	-----		10.06	10.06	392.82				D10	0.00
Total fines < #200 (g)		44.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.40

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.22	Wt. Tare (g)		125.22	D85 (mm)	0.87	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		597.04	Wt. Tare + Dry soil (g)		586.52	Screen/Riser					Riser
Original Wt. Dry Soil (g)		471.82	Washed Wt. Dry Soil (g)		461.3	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	0.99
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.87
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.76
#8	2.360		0.24	0.24	0.24	0.1	99.9		D70	0.59
#16	1.180		5.50	5.50	5.74	1.2	98.8		D60	0.54
#30	0.600		123.65	123.65	129.39	27.4	72.6		D50	0.49
#40	0.425		175.40	175.40	304.79	64.6	35.4		D40	0.45
#50	0.300		78.63	78.63	383.42	81.3	18.7		D30	0.38
#100	0.150		59.10	59.10	442.52	93.8	6.2		D20	0.31
#200	0.075		17.58	17.58	460.10	97.5	2.5		D15	0.26
Pan	-----		0.83	0.83	460.93				D10	0.20
Total fines < #200 (g)		11.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.13
Fineness Modulus		3.66

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.09	Wt. Tare (g)		126.09	D85 (mm)	0.98	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		636.77	Wt. Tare + Dry soil (g)		623.05	Screen/Riser					Riser
Original Wt. Dry Soil (g)		510.68	Washed Wt. Dry Soil (g)		496.96	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	1.06
3/8'	9.500		3.52	3.52	3.52	0.7	99.3		D85	0.98
#4	4.750		3.54	3.54	7.06	1.4	98.6		D80	0.90
#8	2.360		1.22	1.22	8.28	1.6	98.4		D70	0.73
#16	1.180		7.62	7.62	15.90	3.1	96.9		D60	0.57
#30	0.600		177.03	177.03	192.93	37.8	62.2		D50	0.44
#40	0.425		68.51	68.51	261.44	51.2	48.8		D40	0.36
#50	0.300		86.14	86.14	347.58	68.1	31.9		D30	0.29
#100	0.150		135.23	135.23	482.81	94.5	5.5		D20	0.23
#200	0.075		13.46	13.46	496.27	97.2	2.8		D15	0.20
Pan	-----		1.21	1.21	497.48				D10	0.18
Total fines < #200 (g)		14.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.14
Fineness Modulus		3.56

&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 #:		22-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.17	Wt. Tare (g)		125.17	D85 (mm)	0.98	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		552.47	Wt. Tare + Dry soil (g)		540.85	Screen/Riser					Riser
Original Wt. Dry Soil (g)		427.3	Washed Wt. Dry Soil (g)		415.68	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	1.07
3/8'	9.500		8.98	8.98	8.98	2.1	97.9		D85	0.98
#4	4.750		0.94	0.94	9.92	2.3	97.7		D80	0.90
#8	2.360		0.22	0.22	10.14	2.4	97.6		D70	0.73
#16	1.180		3.43	3.43	13.57	3.2	96.8		D60	0.59
#30	0.600		147.37	147.37	160.94	37.7	62.3		D50	0.54
#40	0.425		167.17	167.17	328.11	76.8	23.2		D40	0.50
#50	0.300		43.90	43.90	372.01	87.1	12.9		D30	0.46
#100	0.150		32.99	32.99	405.00	94.8	5.2		D20	0.39
#200	0.075		10.42	10.42	415.42	97.2	2.8		D15	0.33
Pan	-----		0.54	0.54	415.96				D10	0.24
Total fines < #200 (g)		12.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.14
Fineness Modulus		4.03

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

# (15)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (16)

Project Name:		Island 8 Parcel 2			Relief Well #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.5	Wt. Tare (g)		128.5	D85 (mm)	1.09	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		618.12	Wt. Tare + Dry soil (g)		602.84	Screen/Riser					Riser
Original Wt. Dry Soil (g)		489.62	Washed Wt. Dry Soil (g)		474.34	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	1.15
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.09
#4	4.750		1.54	1.54	1.54	0.3	99.7		D80	1.03
#8	2.360		1.96	1.96	3.50	0.7	99.3		D70	0.90
#16	1.180		34.26	34.26	37.76	7.7	92.3		D60	0.77
#30	0.600		225.71	225.71	263.47	53.8	46.2		D50	0.65
#40	0.425		117.43	117.43	380.90	77.8	22.2		D40	0.55
#50	0.300		48.32	48.32	429.22	87.7	12.3		D30	0.48
#100	0.150		33.33	33.33	462.55	94.5	5.5		D20	0.40
#200	0.075		10.86	10.86	473.41	96.7	3.3		D15	0.33
Pan	-----		0.73	0.73	474.14				D10	0.25
Total fines < #200 (g)		16.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		4.19

&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 #:		22-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:		11/06/19
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)	1.03	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		636.26	Wt. Tare + Dry soil (g)		620.35	Screen/Riser					Riser
Original Wt. Dry Soil (g)		506.2	Washed Wt. Dry Soil (g)		490.29	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.09
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.03
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.97
#8	2.360		0.40	0.40	0.40	0.1	99.9		D70	0.85
#16	1.180		11.92	11.92	12.32	2.4	97.6		D60	0.73
#30	0.600		245.06	245.06	257.38	50.8	49.2		D50	0.61
#40	0.425		130.72	130.72	388.10	76.7	23.3		D40	0.54
#50	0.300		53.85	53.85	441.95	87.3	12.7		D30	0.47
#100	0.150		36.64	36.64	478.59	94.5	5.5		D20	0.39
#200	0.075		10.69	10.69	489.28	96.7	3.3		D15	0.33
Pan	-----		0.93	0.93	490.21				D10	0.24
Total fines < #200 (g)		16.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		4.09

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		130.13	Wt. Tare (g)		130.13	D85 (mm)	1.14	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		631.29	Wt. Tare + Dry soil (g)		618.6	Screen/Riser					Riser
Original Wt. Dry Soil (g)		501.16	Washed Wt. Dry Soil (g)		488.47	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	1.39
3/8'	9.500		3.01	3.01	3.01	0.6	99.4		D85	1.14
#4	4.750		2.12	2.12	5.13	1.0	99.0		D80	1.08
#8	2.360		5.39	5.39	10.52	2.1	97.9		D70	0.96
#16	1.180		48.32	48.32	58.84	11.7	88.3		D60	0.84
#30	0.600		238.57	238.57	297.41	59.3	40.7		D50	0.71
#40	0.425		76.16	76.16	373.57	74.5	25.5		D40	0.59
#50	0.300		35.28	35.28	408.85	81.6	18.4		D30	0.48
#100	0.150		53.42	53.42	462.27	92.2	7.8		D20	0.33
#200	0.075		24.48	24.48	486.75	97.1	2.9		D15	0.25
Pan	-----		1.41	1.41	488.16				D10	0.18
Total fines < #200 (g)		14.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.11
Fineness Modulus		4.20

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		239.93	Wt. Tare (g)		239.93	D85 (mm)	1.13	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		743.06	Wt. Tare + Dry soil (g)		726.52	Screen/Riser					Riser
Original Wt. Dry Soil (g)		503.13	Washed Wt. Dry Soil (g)		486.59	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	1.30
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.13
#4	4.750		3.25	3.25	3.25	0.6	99.4		D80	1.06
#8	2.360		3.63	3.63	6.88	1.4	98.6		D70	0.94
#16	1.180		48.17	48.17	55.05	10.9	89.1		D60	0.81
#30	0.600		229.10	229.10	284.15	56.5	43.5		D50	0.68
#40	0.425		88.14	88.14	372.29	74.0	26.0		D40	0.56
#50	0.300		52.33	52.33	424.62	84.4	15.6		D30	0.46
#100	0.150		45.55	45.55	470.17	93.4	6.6		D20	0.35
#200	0.075		15.05	15.05	485.22	96.4	3.6		D15	0.29
Pan	-----		1.23	1.23	486.45				D10	0.21
Total fines < #200 (g)		17.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		4.18

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.44	Wt. Tare (g)		127.44	D85 (mm)	1.93	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		590.88	Wt. Tare + Dry soil (g)		573.3	Screen/Riser					Riser
Original Wt. Dry Soil (g)		463.44	Washed Wt. Dry Soil (g)		445.86	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	2.23
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.93
#4	4.750		11.07	11.07	11.07	2.4	97.6		D80	1.64
#8	2.360		24.76	24.76	35.83	7.7	92.3		D70	1.14
#16	1.180		92.67	92.67	128.50	27.7	72.3		D60	0.98
#30	0.600		164.35	164.35	292.85	63.2	36.8		D50	0.82
#40	0.425		63.26	63.26	356.11	76.8	23.2		D40	0.65
#50	0.300		36.93	36.93	393.04	84.8	15.2		D30	0.51
#100	0.150		36.43	36.43	429.47	92.7	7.3		D20	0.38
#200	0.075		15.37	15.37	444.84	96.0	4.0		D15	0.30
Pan	-----		1.09	1.09	445.93				D10	0.20
Total fines < #200 (g)		18.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		4.51

&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 #:		22-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:		11/06/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		239.13	Wt. Tare (g)		239.13	D85 (mm)	1.44	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		726.66	Wt. Tare + Dry soil (g)		709.72	Screen/Riser					Riser
Original Wt. Dry Soil (g)		487.53	Washed Wt. Dry Soil (g)		470.59	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	1.83
3/8'	9.500		2.14	2.14	2.14	0.4	99.6		D85	1.44
#4	4.750		3.38	3.38	5.52	1.1	98.9		D80	1.15
#8	2.360		10.20	10.20	15.72	3.2	96.8		D70	1.00
#16	1.180		73.24	73.24	88.96	18.2	81.8		D60	0.85
#30	0.600		184.33	184.33	273.29	56.1	43.9		D50	0.69
#40	0.425		70.32	70.32	343.61	70.5	29.5		D40	0.55
#50	0.300		67.91	67.91	411.52	84.4	15.6		D30	0.43
#100	0.150		45.46	45.46	456.98	93.7	6.3		D20	0.34
#200	0.075		12.37	12.37	469.35	96.3	3.7		D15	0.29
Pan	-----		1.04	1.04	470.39				D10	0.21
Total fines < #200 (g)		18.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		4.24

&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

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.