Pilot Hole Sieve Data_17-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 outlines the requirements for a federal construction contract opportunity with the U.S. Army Corps of Engineers. The project involves relief wells, subsurface drain pipe installation, drainage ditch modifications and culvert replacements to address seepage issues at Island 8, Parcel 2 in Fulton County, Kentucky. Key elements of the work include installing 79 relief wells totaling 12,000 linear feet, constructing 1,900 linear feet of new drainage ditches, modifying existing drainage ditches, replacing five culverts with associated rip-rap placement, and removing debris from Running Slough. This opportunity is set aside for service-disabled veteran owned small businesses and will be awarded using sealed bid procedures.

View the file

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_62-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_35-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_22-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_52-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_40-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_36-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_21-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021

Show 40 more

Latest 50 of 87 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	20
Location:	Fulton County, KY																	Screen (ft):	86
Well #:	17-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		302.41															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	283.9	282.4	Clayey Sand (SC) - Brown, Saturated	0.14	0.14	0.13	0.12	0.11	0.11	0.10	0.09	0.08	0.00	0.00	0.00	0.14	16	RISER	El. 282.4 / 20 ft	Blue	Borderline
2	21	281.4	279.9	Poorly Graded Sand (SP) - Brown, Saturated, With Lean Clay Pockets	0.82	0.60	0.56	0.49	0.42	0.38	0.34	0.30	0.24	0.21	0.18	0.12	0.60	4	SCREEN		Red	Fail
3	24	278.9	277.4	Poorly Graded Sand (SP) - Brown, Saturated, With Lean Clay Pockets	0.57	0.52	0.48	0.41	0.38	0.34	0.31	0.26	0.21	0.19	0.16	0.00	0.52	5			Black	Pass
4	26	276.4	274.9	Poorly Graded Sand (SP) - Brown, Saturated, Some Lean clay	0.75	0.58	0.53	0.43	0.40	0.38	0.35	0.32	0.30	0.25	0.21	0.16	0.58	2
5	29	273.9	272.4	Poorly Graded Sand (SP) - Brown, Saturated	1.07	0.97	0.88	0.69	0.57	0.51	0.45	0.39	0.33	0.29	0.22	0.14	0.97	3
6	31	271.4	269.9	Poorly Graded Sand (SP) - Brown, Saturated	0.78	0.59	0.57	0.52	0.47	0.43	0.39	0.35	0.31	0.28	0.22	0.15	0.59	3
7	34	268.9	267.4	Poorly Graded Sand (SP) - Brown, Saturated	0.90	0.75	0.60	0.55	0.51	0.47	0.42	0.36	0.31	0.26	0.20	0.15	0.75	3
8	36	266.4	264.9	Poorly Graded Sand (SP) - Brown, Saturated	0.96	0.84	0.72	0.58	0.55	0.51	0.47	0.44	0.37	0.33	0.26	0.14	0.84	3
9	39	263.9	262.4	Poorly Graded Sand (SP) - Brown, Saturated	0.84	0.62	0.58	0.52	0.46	0.41	0.36	0.30	0.24	0.21	0.18	0.12	0.62	3
10	41	261.4	259.9	Poorly Graded Sand (SP) - Brown, Saturated, With Lignite	0.76	0.59	0.56	0.50	0.44	0.31	0.25	0.20	0.15	0.13	0.10	0.08	0.59	4
11	44	258.9	257.4	Poorly Graded Sand (SP) - Brown, Saturated, With Lignite	0.98	0.87	0.76	0.59	0.54	0.49	0.45	0.36	0.26	0.21	0.17	0.10	0.87	3
12	46	256.4	254.9	Poorly Graded Sand (SP) - Brown, Saturated	0.79	0.60	0.58	0.55	0.52	0.48	0.45	0.41	0.34	0.30	0.23	0.16	0.60	2
13	49	253.9	252.4	Poorly Graded Sand (SP) - Brown, Saturated	0.94	0.82	0.69	0.57	0.54	0.50	0.46	0.41	0.35	0.32	0.26	0.15	0.82	3
14	51	251.4	249.9	Poorly Graded Sand (SP) - Brown, Saturated	1.05	0.96	0.88	0.71	0.57	0.50	0.43	0.31	0.23	0.20	0.16	0.09	0.96	4
15	54	248.9	247.4	Poorly Graded Sand (SP) - Brown, Saturated	1.15	1.10	1.05	0.95	0.85	0.75	0.65	0.53	0.39	0.29	0.20	0.10	1.10	4
16	56	246.4	244.9	Poorly Graded Sand (SP) - Brown, Saturated	1.10	1.04	0.98	0.87	0.76	0.65	0.55	0.47	0.35	0.28	0.20	0.00	1.04	6
17	59	243.9	242.4	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay	1.62	1.16	1.09	0.94	0.79	0.63	0.53	0.45	0.34	0.28	0.19	0.10	1.16	4
18	64	238.9	237.4	Poorly Graded Sand (SP) - Brown, Saturated, With Lean clay	1.50	1.15	1.08	0.95	0.81	0.67	0.56	0.47	0.37	0.31	0.22	0.11	1.15	3
19	69	233.9	232.4	Poorly Graded Sand (SP) - Dark Brown, Saturated, Trace Gravel, With Lean clay	2.30	2.07	1.84	1.38	1.04	0.80	0.56	0.33	0.20	0.14	0.11	0.00	2.07	6
20	74	228.9	227.4	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay	2.04	1.74	1.45	1.10	0.96	0.81	0.66	0.54	0.42	0.32	0.19	0.08	1.74	4
21	79	223.9	222.4	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay	2.36	2.11	1.87	1.39	1.09	0.93	0.78	0.62	0.45	0.34	0.22	0.10	2.11	4
22	84	218.9	217.4	Poorly Graded Sand (SP) - Brown, Saturated	3.95	3.20	2.44	1.99	1.60	1.20	0.97	0.75	0.49	0.31	0.21	0.10	3.20	4
23	89	213.9	212.4	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean clay	4.87	4.32	3.87	2.97	2.22	1.77	1.32	0.91	0.52	0.33	0.22	0.10	4.32	4
24	94	208.9	207.4	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean clay	6.02	4.46	3.74	2.35	1.84	1.33	1.01	0.77	0.50	0.33	0.21	0.10	4.46	4
25	99	203.9	202.4	Poorly Graded Sand (SP) - Brown, Saturated	6.75	5.03	4.35	3.39	2.42	1.77	1.15	0.69	0.34	0.25	0.17	0.09	5.03	4
26	104	198.9	197.4	Clayey Sand (SC) - Brown, Saturated	8.04	4.71	3.56	1.88	0.99	0.38	0.26	0.21	0.16	0.13	0.10	0.00	4.71	6		El. 196.4 / 86 ft
27	109	193.9	192.4	Poorly Graded Sand (SP) - Brown, Saturated	13.98	12.50	11.02	8.06	5.09	2.70	0.98	0.53	0.37	0.29	0.19	0.00	12.50	5
28	114	188.9	187.4	Poorly Graded Sand (SP) - Brown, Saturated	0.62	0.57	0.54	0.48	0.42	0.38	0.34	0.30	0.23	0.19	0.15	0.08	0.57	5
29	119	183.9	182.4	Clayey Sand (SC)	0.49	0.42	0.40	0.34	0.30	0.26	0.22	0.19	0.15	0.12	0.09	0.00	0.42	7
30	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
31	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
32	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
33	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
34	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
35	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
36	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
37	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
38	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
39	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
40	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
41	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
42	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
43	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
44	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
45	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
46	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
47	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
48	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
49	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
50	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0

&C&"Arial,Bold"&12SIEVE DATA SUMMARY &F &R&F

FILTER & AQUIFER BANDS

Insert max and min aquifer band data				Enter req'd gravel pack gradation from specs				Check whether gravel sample meets spec
AQUIFER BAND				FILTER PACK SPECS				FILTER PACK SAMPLE
Sieve #	Size mm	Aquifer 1	Aquifer 2	Sieve #	Size (mm)	Filter 1	Filter 2	Sieve #	Size (mm)	% Pass
1/2"	12.5			1/2	12.7			1/2	12.7
3/8'	9.5			3/8	9.5			3/8	9.5
#4	4.75			#4	4.75			#4	4.75
#8	2.36			#8	2.36			#8	2.36
#10	2.00			#10	2.00			#10	2.00
#16	1.18			#16	1.18			#16	1.18
#20	0.85			#20	0.85			#20	0.85
#30	0.6			#40	0.43			#40	0.43
#40	0.425
#50	0.3
#60	0.25
#100	0.15
#140	0.106
#200	0.075

SIEVE DATA

Copy & paste grain size data below into "GRAVEL PACK DESIGN" spreadsheet
Well #	Sample Depth	Sample	"D" Sizes
			85	60	30	15	10
17-I8P2G-19	18.5	1	0.14	0.11	0.09	0.00	0.00
17-I8P2G-19	21	2	0.60	0.42	0.30	0.21	0.18
17-I8P2G-19	23.5	3	0.52	0.38	0.26	0.19	0.16
17-I8P2G-19	26	4	0.58	0.40	0.32	0.25	0.21
17-I8P2G-19	28.5	5	0.97	0.57	0.39	0.29	0.22
17-I8P2G-19	31	6	0.59	0.47	0.35	0.28	0.22
17-I8P2G-19	33.5	7	0.75	0.51	0.36	0.26	0.20
17-I8P2G-19	36	8	0.84	0.55	0.44	0.33	0.26
17-I8P2G-19	38.5	9	0.62	0.46	0.30	0.21	0.18
17-I8P2G-19	41	10	0.59	0.44	0.20	0.13	0.10
17-I8P2G-19	43.5	11	0.87	0.54	0.36	0.21	0.17
17-I8P2G-19	46	12	0.60	0.52	0.41	0.30	0.23
17-I8P2G-19	48.5	13	0.82	0.54	0.41	0.32	0.26
17-I8P2G-19	51	14	0.96	0.57	0.31	0.20	0.16
17-I8P2G-19	53.5	15	1.10	0.85	0.53	0.29	0.20
17-I8P2G-19	56	16	1.04	0.76	0.47	0.28	0.20
17-I8P2G-19	58.5	17	1.16	0.79	0.45	0.28	0.19
17-I8P2G-19	63.5	18	1.15	0.81	0.47	0.31	0.22
17-I8P2G-19	68.5	19	2.07	1.04	0.33	0.14	0.11
17-I8P2G-19	73.5	20	1.74	0.96	0.54	0.32	0.19
17-I8P2G-19	78.5	21	2.11	1.09	0.62	0.34	0.22
17-I8P2G-19	83.5	22	3.20	1.60	0.75	0.31	0.21
17-I8P2G-19	88.5	23	4.32	2.22	0.91	0.33	0.22
17-I8P2G-19	93.5	24	4.46	1.84	0.77	0.33	0.21
17-I8P2G-19	98.5	25	5.03	2.42	0.69	0.25	0.17
17-I8P2G-19	103.5	26	4.71	0.99	0.21	0.13	0.10
17-I8P2G-19	108.5	27	12.50	5.09	0.53	0.29	0.19
17-I8P2G-19	113.5	28	0.57	0.42	0.30	0.19	0.15
17-I8P2G-19	118.5	29	0.42	0.30	0.19	0.12	0.09
17-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
17-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Clayey Sand (SC) - Brown, Saturated			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		09/17/19			(Top of Sample Only)
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		174.69	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)		563.95	Wt. Tare + Dry soil (g)		325.96	Screen/Riser					Riser
Original Wt. Dry Soil (g)		389.26	Washed Wt. Dry Soil (g)		325.96	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.14
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	0.13
#8	2.360			0.00	0.00	0.0	100.0		D70	0.12
#16	1.180			0.00	0.00	0.0	100.0		D60	0.11
#30	0.600			0.00	0.00	0.0	100.0		D50	0.11
#40	0.425			0.00	0.00	0.0	100.0		D40	0.10
#50	0.300			0.00	0.00	0.0	100.0		D30	0.09
#100	0.150			0.00	0.00	0.0	100.0		D20	0.08
#200	0.075		325.96	325.96	325.96	83.7	16.3		D15	0.00
Pan	-----			0.00	325.96				D10	0.00
Total fines < #200 (g)		63.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		0.84

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, With Lean Clay Pockets			Sample Depth: (ft)		21
Date Received:		12/31/99
Date Tested:		09/12/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.78	Wt. Tare (g)		177.78	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)		493.38	Wt. Tare + Dry soil (g)		481.68	Screen/Riser					Riser
Original Wt. Dry Soil (g)		315.6	Washed Wt. Dry Soil (g)		303.9	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	0.82
3/8'	9.500		3.73	3.73	3.73	1.2	98.8		D85	0.60
#4	4.750		2.26	2.26	5.99	1.9	98.1		D80	0.56
#8	2.360		0.41	0.41	6.40	2.0	98.0		D70	0.49
#16	1.180		2.74	2.74	9.14	2.9	97.1		D60	0.42
#30	0.600		36.52	36.52	45.66	14.5	85.5		D50	0.38
#40	0.425		76.79	76.79	122.45	38.8	61.2		D40	0.34
#50	0.300		96.31	96.31	218.76	69.3	30.7		D30	0.30
#100	0.150		78.73	78.73	297.49	94.3	5.7		D20	0.24
#200	0.075		6.07	6.07	303.56	96.2	3.8		D15	0.21
Pan	-----		0.24	0.24	303.80				D10	0.18
Total fines < #200 (g)		11.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.21

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

# (2)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (3)

Project Name:		Island 8 Parcel 2			Relief Well #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, With Lean Clay Pockets			Sample Depth: (ft)		23.5
Date Received:		12/31/99
Date Tested:		09/12/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		175.26	Wt. Tare (g)		175.26	D85 (mm)	0.52	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		469.76	Wt. Tare + Dry soil (g)		454.98	Screen/Riser					Riser
Original Wt. Dry Soil (g)		294.5	Washed Wt. Dry Soil (g)		279.72	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.57
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.52
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.48
#8	2.360		0.16	0.16	0.16	0.1	99.9		D70	0.41
#16	1.180		0.46	0.46	0.62	0.2	99.8		D60	0.38
#30	0.600		18.18	18.18	18.80	6.4	93.6		D50	0.34
#40	0.425		56.35	56.35	75.15	25.5	74.5		D40	0.31
#50	0.300		108.16	108.16	183.31	62.2	37.8		D30	0.26
#100	0.150		90.63	90.63	273.94	93.0	7.0		D20	0.21
#200	0.075		5.39	5.39	279.33	94.8	5.2		D15	0.19
Pan	-----		0.29	0.29	279.62				D10	0.16
Total fines < #200 (g)		15.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.82

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Some Lean clay			Sample Depth: (ft)		26
Date Received:		12/31/99
Date Tested:		09/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		175.74	Wt. Tare (g)		175.74	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)		465.62	Wt. Tare + Dry soil (g)		459.74	Screen/Riser					Riser
Original Wt. Dry Soil (g)		289.88	Washed Wt. Dry Soil (g)		284	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		1.78	1.78	1.78	0.6	99.4		D80	0.53
#8	2.360		0.74	0.74	2.52	0.9	99.1		D70	0.43
#16	1.180		4.01	4.01	6.53	2.3	97.7		D60	0.40
#30	0.600		30.38	30.38	36.91	12.7	87.3		D50	0.38
#40	0.425		50.83	50.83	87.74	30.3	69.7		D40	0.35
#50	0.300		143.11	143.11	230.85	79.6	20.4		D30	0.32
#100	0.150		49.12	49.12	279.97	96.6	3.4		D20	0.30
#200	0.075		3.53	3.53	283.50	97.8	2.2		D15	0.25
Pan	-----		0.17	0.17	283.67				D10	0.21
Total fines < #200 (g)		6.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.16
Fineness Modulus		3.21

&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 #:		17-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:		09/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.71	Wt. Tare (g)		176.71	D85 (mm)	0.97	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		517.21	Wt. Tare + Dry soil (g)		506.95	Screen/Riser					Riser
Original Wt. Dry Soil (g)		340.5	Washed Wt. Dry Soil (g)		330.24	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.07
3/8'	9.500		2.27	2.27	2.27	0.7	99.3		D85	0.97
#4	4.750		2.67	2.67	4.94	1.5	98.5		D80	0.88
#8	2.360		1.34	1.34	6.28	1.8	98.2		D70	0.69
#16	1.180		7.08	7.08	13.36	3.9	96.1		D60	0.57
#30	0.600		104.75	104.75	118.11	34.7	65.3		D50	0.51
#40	0.425		98.55	98.55	216.66	63.6	36.4		D40	0.45
#50	0.300		69.76	69.76	286.42	84.1	15.9		D30	0.39
#100	0.150		36.45	36.45	322.87	94.8	5.2		D20	0.33
#200	0.075		6.73	6.73	329.60	96.8	3.2		D15	0.29
Pan	-----		0.29	0.29	329.89				D10	0.22
Total fines < #200 (g)		10.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		3.82

&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 #:		17-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:		09/12/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		175.79	Wt. Tare (g)		175.79	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)		520.25	Wt. Tare + Dry soil (g)		510.48	Screen/Riser					Riser
Original Wt. Dry Soil (g)		344.46	Washed Wt. Dry Soil (g)		334.69	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		4.26	4.26	4.26	1.2	98.8		D85	0.59
#4	4.750		0.20	0.20	4.46	1.3	98.7		D80	0.57
#8	2.360		0.48	0.48	4.94	1.4	98.6		D70	0.52
#16	1.180		1.23	1.23	6.17	1.8	98.2		D60	0.47
#30	0.600		41.50	41.50	47.67	13.8	86.2		D50	0.43
#40	0.425		126.00	126.00	173.67	50.4	49.6		D40	0.39
#50	0.300		113.84	113.84	287.51	83.5	16.5		D30	0.35
#100	0.150		40.60	40.60	328.11	95.3	4.7		D20	0.31
#200	0.075		5.96	5.96	334.07	97.0	3.0		D15	0.28
Pan	-----		0.43	0.43	334.50				D10	0.22
Total fines < #200 (g)		10.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.15
Fineness Modulus		3.46

&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 #:		17-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:		09/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.62	Wt. Tare (g)		176.62	D85 (mm)	0.75	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		483.17	Wt. Tare + Dry soil (g)		475.13	Screen/Riser					Riser
Original Wt. Dry Soil (g)		306.55	Washed Wt. Dry Soil (g)		298.51	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		1.42	1.42	1.42	0.5	99.5		D85	0.75
#4	4.750		0.57	0.57	1.99	0.6	99.4		D80	0.60
#8	2.360		0.30	0.30	2.29	0.7	99.3		D70	0.55
#16	1.180		0.48	0.48	2.77	0.9	99.1		D60	0.51
#30	0.600		57.96	57.96	60.73	19.8	80.2		D50	0.47
#40	0.425		121.40	121.40	182.13	59.4	40.6		D40	0.42
#50	0.300		66.45	66.45	248.58	81.1	18.9		D30	0.36
#100	0.150		42.89	42.89	291.47	95.1	4.9		D20	0.31
#200	0.075		6.45	6.45	297.92	97.2	2.8		D15	0.26
Pan	-----		0.45	0.45	298.37				D10	0.20
Total fines < #200 (g)		8.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.55

&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 #:		17-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:		09/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		521.07	Wt. Tare (g)		521.07	D85 (mm)	0.84	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		914.73	Wt. Tare + Dry soil (g)		902.59	Screen/Riser					Riser
Original Wt. Dry Soil (g)		393.66	Washed Wt. Dry Soil (g)		381.52	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.96
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.84
#4	4.750		1.59	1.59	1.59	0.4	99.6		D80	0.72
#8	2.360		0.40	0.40	1.99	0.5	99.5		D70	0.58
#16	1.180		1.91	1.91	3.90	1.0	99.0		D60	0.55
#30	0.600		93.46	93.46	97.36	24.7	75.3		D50	0.51
#40	0.425		193.99	193.99	291.35	74.0	26.0		D40	0.47
#50	0.300		56.38	56.38	347.73	88.3	11.7		D30	0.44
#100	0.150		24.82	24.82	372.55	94.6	5.4		D20	0.37
#200	0.075		7.93	7.93	380.48	96.7	3.3		D15	0.33
Pan	-----		0.72	0.72	381.20				D10	0.26
Total fines < #200 (g)		12.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		3.80

&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 #:		17-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:		09/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		523.38	Wt. Tare (g)		523.38	D85 (mm)	0.62	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		983.52	Wt. Tare + Dry soil (g)		969.74	Screen/Riser					Riser
Original Wt. Dry Soil (g)		460.14	Washed Wt. Dry Soil (g)		446.36	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.84
3/8'	9.500		6.51	6.51	6.51	1.4	98.6		D85	0.62
#4	4.750		0.59	0.59	7.10	1.5	98.5		D80	0.58
#8	2.360		0.28	0.28	7.38	1.6	98.4		D70	0.52
#16	1.180		2.37	2.37	9.75	2.1	97.9		D60	0.46
#30	0.600		61.92	61.92	71.67	15.6	84.4		D50	0.41
#40	0.425		145.50	145.50	217.17	47.2	52.8		D40	0.36
#50	0.300		108.41	108.41	325.58	70.8	29.2		D30	0.30
#100	0.150		107.56	107.56	433.14	94.1	5.9		D20	0.24
#200	0.075		11.65	11.65	444.79	96.7	3.3		D15	0.21
Pan	-----		1.53	1.53	446.32				D10	0.18
Total fines < #200 (g)		15.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.31

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, With Lignite			Sample Depth: (ft)		41
Date Received:		12/31/99
Date Tested:		09/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.33	Wt. Tare (g)		128.33	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)		461.3	Wt. Tare + Dry soil (g)		448.04	Screen/Riser					Riser
Original Wt. Dry Soil (g)		332.97	Washed Wt. Dry Soil (g)		319.71	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	0.76
3/8'	9.500		2.46	2.46	2.46	0.7	99.3		D85	0.59
#4	4.750		0.00	0.00	2.46	0.7	99.3		D80	0.56
#8	2.360		0.01	0.01	2.47	0.7	99.3		D70	0.50
#16	1.180		0.44	0.44	2.91	0.9	99.1		D60	0.44
#30	0.600		41.59	41.59	44.50	13.4	86.6		D50	0.31
#40	0.425		100.13	100.13	144.63	43.4	56.6		D40	0.25
#50	0.300		24.82	24.82	169.45	50.9	49.1		D30	0.20
#100	0.150		99.53	99.53	268.98	80.8	19.2		D20	0.15
#200	0.075		49.65	49.65	318.63	95.7	4.3		D15	0.13
Pan	-----		1.20	1.20	319.83				D10	0.10
Total fines < #200 (g)		14.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.87

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, With Lignite			Sample Depth: (ft)		43.5
Date Received:		12/31/99
Date Tested:		09/16/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		156	Wt. Tare (g)		156	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)		504.39	Wt. Tare + Dry soil (g)		492.96	Screen/Riser					Riser
Original Wt. Dry Soil (g)		348.39	Washed Wt. Dry Soil (g)		336.96	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.98
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		0.42	0.42	0.42	0.1	99.9		D70	0.59
#16	1.180		3.00	3.00	3.42	1.0	99.0		D60	0.54
#30	0.600		91.57	91.57	94.99	27.3	72.7		D50	0.49
#40	0.425		128.82	128.82	223.81	64.2	35.8		D40	0.45
#50	0.300		37.48	37.48	261.29	75.0	25.0		D30	0.36
#100	0.150		60.87	60.87	322.16	92.5	7.5		D20	0.26
#200	0.075		14.66	14.66	336.82	96.7	3.3		D15	0.21
Pan	-----		0.30	0.30	337.12				D10	0.17
Total fines < #200 (g)		11.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		3.57

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		09/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		124.98	Wt. Tare (g)		124.98	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)		459.28	Wt. Tare + Dry soil (g)		452.1	Screen/Riser					Riser
Original Wt. Dry Soil (g)		334.3	Washed Wt. Dry Soil (g)		327.12	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	0.79
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.60
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.58
#8	2.360		0.02	0.02	0.02	0.0	100.0		D70	0.55
#16	1.180		0.27	0.27	0.29	0.1	99.9		D60	0.52
#30	0.600		49.69	49.69	49.98	15.0	85.0		D50	0.48
#40	0.425		176.66	176.66	226.64	67.8	32.2		D40	0.45
#50	0.300		59.00	59.00	285.64	85.4	14.6		D30	0.41
#100	0.150		34.69	34.69	320.33	95.8	4.2		D20	0.34
#200	0.075		6.49	6.49	326.82	97.8	2.2		D15	0.30
Pan	-----		0.36	0.36	327.18				D10	0.23
Total fines < #200 (g)		7.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.16
Fineness Modulus		3.62

&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 #:		17-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:		09/16/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		124.69	Wt. Tare (g)		124.69	D85 (mm)	0.82	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		478.22	Wt. Tare + Dry soil (g)		468.19	Screen/Riser					Riser
Original Wt. Dry Soil (g)		353.53	Washed Wt. Dry Soil (g)		343.5	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	0.94
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.82
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.69
#8	2.360		0.03	0.03	0.03	0.0	100.0		D70	0.57
#16	1.180		1.06	1.06	1.09	0.3	99.7		D60	0.54
#30	0.600		82.61	82.61	83.70	23.7	76.3		D50	0.50
#40	0.425		156.09	156.09	239.79	67.8	32.2		D40	0.46
#50	0.300		71.99	71.99	311.78	88.2	11.8		D30	0.41
#100	0.150		23.93	23.93	335.71	95.0	5.0		D20	0.35
#200	0.075		7.13	7.13	342.84	97.0	3.0		D15	0.32
Pan	-----		0.45	0.45	343.29				D10	0.26
Total fines < #200 (g)		10.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.15
Fineness Modulus		3.72

&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 #:		17-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:		09/16/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.84	Wt. Tare (g)		127.84	D85 (mm)	0.96	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		489.3	Wt. Tare + Dry soil (g)		475.84	Screen/Riser					Riser
Original Wt. Dry Soil (g)		361.46	Washed Wt. Dry Soil (g)		348	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	1.05
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.96
#4	4.750		0.64	0.64	0.64	0.2	99.8		D80	0.88
#8	2.360		0.75	0.75	1.39	0.4	99.6		D70	0.71
#16	1.180		6.91	6.91	8.30	2.3	97.7		D60	0.57
#30	0.600		122.65	122.65	130.95	36.2	63.8		D50	0.50
#40	0.425		90.06	90.06	221.01	61.1	38.9		D40	0.43
#50	0.300		36.03	36.03	257.04	71.1	28.9		D30	0.31
#100	0.150		73.19	73.19	330.23	91.4	8.6		D20	0.23
#200	0.075		16.35	16.35	346.58	95.9	4.1		D15	0.20
Pan	-----		1.02	1.02	347.60				D10	0.16
Total fines < #200 (g)		14.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.09
Fineness Modulus		3.59

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		09/16/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.51	Wt. Tare (g)		129.51	D85 (mm)	1.10	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		554.5	Wt. Tare + Dry soil (g)		540.86	Screen/Riser					Riser
Original Wt. Dry Soil (g)		424.99	Washed Wt. Dry Soil (g)		411.35	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.15
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.10
#4	4.750		2.43	2.43	2.43	0.6	99.4		D80	1.05
#8	2.360		2.62	2.62	5.05	1.2	98.8		D70	0.95
#16	1.180		23.65	23.65	28.70	6.8	93.2		D60	0.85
#30	0.600		245.70	245.70	274.40	64.6	35.4		D50	0.75
#40	0.425		57.12	57.12	331.52	78.0	22.0		D40	0.65
#50	0.300		26.88	26.88	358.40	84.3	15.7		D30	0.53
#100	0.150		35.82	35.82	394.22	92.8	7.2		D20	0.39
#200	0.075		15.53	15.53	409.75	96.4	3.6		D15	0.29
Pan	-----		1.36	1.36	411.11				D10	0.20
Total fines < #200 (g)		15.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		4.25

&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 #:		17-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:		09/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.86	Wt. Tare (g)		128.86	D85 (mm)	1.04	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		500.05	Wt. Tare + Dry soil (g)		489.48	Screen/Riser					Riser
Original Wt. Dry Soil (g)		371.19	Washed Wt. Dry Soil (g)		360.62	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	1.10
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.04
#4	4.750		0.89	0.89	0.89	0.2	99.8		D80	0.98
#8	2.360		0.20	0.20	1.09	0.3	99.7		D70	0.87
#16	1.180		8.73	8.73	9.82	2.6	97.4		D60	0.76
#30	0.600		190.84	190.84	200.66	54.1	45.9		D50	0.65
#40	0.425		79.18	79.18	279.84	75.4	24.6		D40	0.55
#50	0.300		30.03	30.03	309.87	83.5	16.5		D30	0.47
#100	0.150		35.70	35.70	345.57	93.1	6.9		D20	0.35
#200	0.075		3.93	3.93	349.50	94.2	5.8		D15	0.28
Pan	-----		11.33	11.33	360.83				D10	0.20
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		4.03

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay			Sample Depth: (ft)		58.5
Date Received:		12/31/99
Date Tested:		09/16/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.42	Wt. Tare (g)		127.42	D85 (mm)	1.16	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		466.77	Wt. Tare + Dry soil (g)		454.51	Screen/Riser					Riser
Original Wt. Dry Soil (g)		339.35	Washed Wt. Dry Soil (g)		327.09	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.62
3/8'	9.500		2.32	2.32	2.32	0.7	99.3		D85	1.16
#4	4.750		4.82	4.82	7.14	2.1	97.9		D80	1.09
#8	2.360		4.65	4.65	11.79	3.5	96.5		D70	0.94
#16	1.180		35.53	35.53	47.32	13.9	86.1		D60	0.79
#30	0.600		129.97	129.97	177.29	52.2	47.8		D50	0.63
#40	0.425		69.89	69.89	247.18	72.8	27.2		D40	0.53
#50	0.300		37.86	37.86	285.04	84.0	16.0		D30	0.45
#100	0.150		28.96	28.96	314.00	92.5	7.5		D20	0.34
#200	0.075		12.17	12.17	326.17	96.1	3.9		D15	0.28
Pan	-----		0.82	0.82	326.99				D10	0.19
Total fines < #200 (g)		13.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		4.18

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, With Lean clay			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		09/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.31	Wt. Tare (g)		177.31	D85 (mm)	1.15	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		601.08	Wt. Tare + Dry soil (g)		587.79	Screen/Riser					Riser
Original Wt. Dry Soil (g)		423.77	Washed Wt. Dry Soil (g)		410.48	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	1.50
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.15
#4	4.750		1.85	1.85	1.85	0.4	99.6		D80	1.08
#8	2.360		6.93	6.93	8.78	2.1	97.9		D70	0.95
#16	1.180		45.98	45.98	54.76	12.9	87.1		D60	0.81
#30	0.600		178.96	178.96	233.72	55.2	44.8		D50	0.67
#40	0.425		83.03	83.03	316.75	74.7	25.3		D40	0.56
#50	0.300		47.67	47.67	364.42	86.0	14.0		D30	0.47
#100	0.150		31.42	31.42	395.84	93.4	6.6		D20	0.37
#200	0.075		13.49	13.49	409.33	96.6	3.4		D15	0.31
Pan	-----		1.02	1.02	410.35				D10	0.22
Total fines < #200 (g)		14.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		4.21

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Dark Brown, Saturated, Trace Gravel, With Lean clay			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		09/18/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.55	Wt. Tare (g)		176.55	D85 (mm)	2.07	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		846.38	Wt. Tare + Dry soil (g)		814.28	Screen/Riser					Riser
Original Wt. Dry Soil (g)		669.83	Washed Wt. Dry Soil (g)		637.73	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	2.30
3/8'	9.500		13.94	13.94	13.94	2.1	97.9		D85	2.07
#4	4.750		4.48	4.48	18.42	2.7	97.3		D80	1.84
#8	2.360		39.54	39.54	57.96	8.7	91.3		D70	1.38
#16	1.180		173.02	173.02	230.98	34.5	65.5		D60	1.04
#30	0.600		157.46	157.46	388.44	58.0	42.0		D50	0.80
#40	0.425		57.54	57.54	445.98	66.6	33.4		D40	0.56
#50	0.300		31.48	31.48	477.46	71.3	28.7		D30	0.33
#100	0.150		87.16	87.16	564.62	84.3	15.7		D20	0.20
#200	0.075		65.60	65.60	630.22	94.1	5.9		D15	0.14
Pan	-----		7.21	7.21	637.43				D10	0.11
Total fines < #200 (g)		39.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		4.22

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay			Sample Depth: (ft)		73.5
Date Received:		12/31/99
Date Tested:		09/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.09	Wt. Tare (g)		177.09	D85 (mm)	1.74	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		641.2	Wt. Tare + Dry soil (g)		622.71	Screen/Riser					Riser
Original Wt. Dry Soil (g)		464.11	Washed Wt. Dry Soil (g)		445.62	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	2.04
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.74
#4	4.750		6.61	6.61	6.61	1.4	98.6		D80	1.45
#8	2.360		14.44	14.44	21.05	4.5	95.5		D70	1.10
#16	1.180		92.91	92.91	113.96	24.6	75.4		D60	0.96
#30	0.600		185.09	185.09	299.05	64.4	35.6		D50	0.81
#40	0.425		69.95	69.95	369.00	79.5	20.5		D40	0.66
#50	0.300		31.82	31.82	400.82	86.4	13.6		D30	0.54
#100	0.150		23.55	23.55	424.37	91.4	8.6		D20	0.42
#200	0.075		18.98	18.98	443.35	95.5	4.5		D15	0.32
Pan	-----		2.00	2.00	445.35				D10	0.19
Total fines < #200 (g)		20.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.08
Fineness Modulus		4.48

&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 #:		17-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay			Sample Depth: (ft)		78.5
Date Received:		12/31/99
Date Tested:		09/16/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.92	Wt. Tare (g)		176.92	D85 (mm)	2.11	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		665.14	Wt. Tare + Dry soil (g)		646.88	Screen/Riser					Riser
Original Wt. Dry Soil (g)		488.22	Washed Wt. Dry Soil (g)		469.96	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	2.36
3/8'	9.500		2.59	2.59	2.59	0.5	99.5		D85	2.11
#4	4.750		6.47	6.47	9.06	1.9	98.1		D80	1.87
#8	2.360		39.44	39.44	48.50	9.9	90.1		D70	1.39
#16	1.180		119.10	119.10	167.60	34.3	65.7		D60	1.09
#30	0.600		181.08	181.08	348.68	71.4	28.6		D50	0.93
#40	0.425		49.43	49.43	398.11	81.5	18.5		D40	0.78
#50	0.300		24.89	24.89	423.00	86.6	13.4		D30	0.62
#100	0.150		32.72	32.72	455.72	93.3	6.7		D20	0.45
#200	0.075		13.33	13.33	469.05	96.1	3.9		D15	0.34
Pan	-----		1.17	1.17	470.22				D10	0.22
Total fines < #200 (g)		19.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.10
Fineness Modulus		4.76

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

# (21)

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.