Pilot Hole Sieve Data_37-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 package includes a pilot hole sieve data analysis Excel file and information on a related federal contract opportunity notice.

The sieve data analysis Excel file provides grain size distribution test results from 28 samples collected between 18.5 and 113.5 feet below ground during drilling of a relief well on Island 8 Parcel 2 in Fulton County, Kentucky. The file includes sieve analysis data sheets with grain size and percent passing results for each sample.

The federal contract opportunity is a solicitation notice for the Island 8, Parcel 2 Seepage Remediation project. The project scope involves installing 79 relief wells, over 12,000 linear feet of subsurface drain pipe, 1,900 linear feet of new drainage ditches and culvert replacement at five locations. The work location is Fulton County, Kentucky. This opportunity is set aside for service-disabled veteran owned small businesses and will use sealed bid procedures.

The documents provide technical data and details on materials testing for a groundwater remediation project, as well as scope and procurement information for the related federal construction contract opportunity.

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_67-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Island 8 Parcel 2 Pilot Hole Field Logs with coversheet.pdf	PDF	Aug 18, 2021
Pilot Hole Sieve Data_29-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_50-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_19-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_48-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_01-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_17-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_62-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_35-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_22-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_52-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_40-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_36-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_21-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021

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SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	23
Location:	Fulton County, KY																	Screen (ft):	78
Well #:	37-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301.25															D85 Criteria	0.37	mm
	B. Ground EL + 4"													0				Fines Criteria	10	%
	C. Max Well Head EL
	D. Actual Well Head EL													0
	(D = minimum of B and C.)
Sieve Data Summary
Sample #	Sample Information			Classification	D90	D85	D80	D70	D60	D50	D40	D30	D20	D15	D10	D5	D85	Fines	Screen or Riser	Comments
	Depth (ft)	Top Elev.	Bottom Elev.														(mm)	(%)
1	19	282.8	281.3	Poorly Graded Sand (SP) - Brown, Saturated	0.40	0.39	0.37	0.34	0.30	0.27	0.25	0.22	0.20	0.18	0.17	0.16	0.39	1	RISER	El. 281.3 / 20 ft	Blue	Borderline
2	21	280.3	278.8	Poorly Graded Sand (SP) - Brown, Saturated	0.40	0.37	0.34	0.29	0.27	0.25	0.23	0.20	0.18	0.17	0.16	0.13	0.37	3	SCREEN		Red	Fail
3	24	277.8	276.3	Poorly Graded Sand (SP) - Brown, Wet	0.68	0.58	0.55	0.49	0.44	0.39	0.36	0.32	0.26	0.22	0.18	0.11	0.58	3			Black	Pass
4	26	275.3	273.8	Poorly Graded Sand (SP) - Brown, Saturated	0.56	0.50	0.44	0.40	0.38	0.35	0.32	0.30	0.24	0.21	0.18	0.15	0.50	3
5	29	272.8	271.3	Poorly Graded Sand (SP) - Brown, Saturated	0.97	0.85	0.73	0.56	0.48	0.41	0.36	0.31	0.25	0.22	0.18	0.14	0.85	3
6	31	270.3	268.8	Poorly Graded Sand (SP) - Brown, Saturated	0.76	0.59	0.57	0.52	0.47	0.42	0.38	0.34	0.29	0.24	0.18	0.10	0.59	4
7	34	267.8	266.3	Poorly Graded Sand (SP) - Brown, Saturated	0.57	0.54	0.52	0.47	0.42	0.37	0.31	0.26	0.21	0.19	0.16	0.10	0.54	4
8	36	265.3	263.8	Poorly Graded Sand (SP) - Brown, Saturated	0.56	0.53	0.51	0.46	0.42	0.39	0.36	0.33	0.29	0.24	0.19	0.11	0.53	4
9	39	262.8	261.3	Poorly Graded Sand (SP) - Brown, Saturated	0.54	0.50	0.47	0.41	0.38	0.34	0.31	0.26	0.21	0.19	0.16	0.09	0.50	4
10	41	260.3	258.8	Poorly Graded Sand (SP) - Brown, Saturated	0.56	0.53	0.51	0.45	0.39	0.33	0.28	0.24	0.20	0.18	0.16	0.10	0.53	3
11	44	257.8	256.3	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.56	0.54	0.50	0.47	0.43	0.37	0.32	0.25	0.21	0.17	0.11	0.56	3
12	46	255.3	253.8	Poorly Graded Sand (SP) - Brown, Saturated	0.55	0.49	0.42	0.38	0.33	0.29	0.26	0.22	0.19	0.17	0.16	0.08	0.49	5
13	49	252.8	251.3	Poorly Graded Sand (SP) - Brown, Saturated	0.42	0.38	0.35	0.29	0.27	0.25	0.23	0.20	0.18	0.17	0.16	0.10	0.38	4		El. 251.3 / 30 ft
14	51	250.3	248.8	Silty Sand (SM) - Gray, Saturated	0.59	0.51	0.43	0.26	0.20	0.15	0.13	0.11	0.09	0.08	0.00	0.00	0.51	14	RISER	El. 248.3 / 3 ft
15	54	247.8	246.3	Poorly Graded Sand (SP) - Brown, Saturated	0.94	0.81	0.67	0.57	0.54	0.50	0.46	0.42	0.30	0.24	0.17	0.09	0.81	4	SCREEN
16	56	245.3	243.8	Poorly Graded Sand (SP) - Brown, Saturated	0.71	0.59	0.57	0.53	0.49	0.45	0.41	0.37	0.32	0.30	0.22	0.13	0.59	3
17	59	242.8	241.3	Poorly Graded Sand (SP) - Brown, Saturated	0.88	0.71	0.59	0.55	0.50	0.46	0.41	0.36	0.32	0.28	0.22	0.15	0.71	2
18	64	237.8	236.3	Silty Sand (SM) - Brown, Saturated	0.58	0.42	0.29	0.25	0.22	0.18	0.14	0.12	0.10	0.09	0.08	0.00	0.42	9
19	69	232.8	231.3	Poorly Graded Sand (SP) - Brown, Saturated	1.05	0.97	0.90	0.74	0.59	0.52	0.45	0.34	0.25	0.21	0.17	0.12	0.97	2
20	74	227.8	226.3	Poorly Graded Sand (SP) - Brown, Saturated	1.04	0.92	0.80	0.59	0.52	0.44	0.35	0.26	0.19	0.15	0.11	0.08	0.92	4
21	79	222.8	221.3	Poorly Graded Sand (SP) - Brown, Saturated	1.06	1.00	0.93	0.79	0.65	0.55	0.47	0.38	0.27	0.22	0.16	0.08	1.00	5
22	84	217.8	216.3	Poorly Graded Sand (SP) - Brown, Saturated	1.67	1.23	1.13	1.00	0.88	0.76	0.63	0.52	0.41	0.33	0.22	0.10	1.23	4
23	89	212.8	211.3	Poorly Graded Sand (SP) - Black, Saturated, Lignite	1.81	1.31	1.13	1.01	0.89	0.77	0.65	0.53	0.43	0.30	0.19	0.08	1.31	5
24	94	207.8	206.3	Poorly Graded Sand (SP) - Brown, Saturated	3.18	2.33	2.12	1.71	1.29	1.05	0.88	0.70	0.51	0.40	0.23	0.10	2.33	4
25	99	202.8	201.3	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	7.52	5.68	4.37	2.85	1.88	1.18	0.92	0.66	0.46	0.35	0.21	0.00	5.68	5		El. 200.3 / 48 ft
26	104	197.8	196.3	Poorly Graded Sand (SP) - Brown, Saturated, Small Pockets Of Silt	7.14	4.73	3.67	2.10	1.42	1.05	0.86	0.66	0.48	0.36	0.21	0.00	4.73	6
27	109	192.8	191.3	Poorly Graded Sand (SP) - Brown, Saturated	6.42	4.35	3.19	1.94	1.29	1.04	0.87	0.70	0.49	0.33	0.18	0.00	4.35	5
28	114	187.8	186.3	Poorly Graded Sand (SP) - Brown, Saturated	4.64	3.93	3.22	2.24	1.92	1.60	1.29	0.92	0.50	0.30	0.19	0.08	3.93	5
29	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
30	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
31	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
32	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
33	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
34	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
35	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
36	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
37	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
38	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
39	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
40	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
41	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
42	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
43	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
44	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
45	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
46	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
47	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
48	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
49	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
50	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0

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

FILTER & AQUIFER BANDS

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

SIEVE DATA

Copy & paste grain size data below into "GRAVEL PACK DESIGN" spreadsheet
Well #	Sample Depth	Sample	"D" Sizes
			85	60	30	15	10
37-I8P2G-19	18.5	1	0.39	0.30	0.22	0.18	0.17
37-I8P2G-19	21	2	0.37	0.27	0.20	0.17	0.16
37-I8P2G-19	23.5	3	0.58	0.44	0.32	0.22	0.18
37-I8P2G-19	26	4	0.50	0.38	0.30	0.21	0.18
37-I8P2G-19	28.5	5	0.85	0.48	0.31	0.22	0.18
37-I8P2G-19	31	6	0.59	0.47	0.34	0.24	0.18
37-I8P2G-19	33.5	7	0.54	0.42	0.26	0.19	0.16
37-I8P2G-19	36	8	0.53	0.42	0.33	0.24	0.19
37-I8P2G-19	38.5	9	0.50	0.38	0.26	0.19	0.16
37-I8P2G-19	41	10	0.53	0.39	0.24	0.18	0.16
37-I8P2G-19	43.5	11	0.56	0.47	0.32	0.21	0.17
37-I8P2G-19	46	12	0.49	0.33	0.22	0.17	0.16
37-I8P2G-19	48.5	13	0.38	0.27	0.20	0.17	0.16
37-I8P2G-19	51	14	0.51	0.20	0.11	0.08	0.00
37-I8P2G-19	53.5	15	0.81	0.54	0.42	0.24	0.17
37-I8P2G-19	56	16	0.59	0.49	0.37	0.30	0.22
37-I8P2G-19	58.5	17	0.71	0.50	0.36	0.28	0.22
37-I8P2G-19	63.5	18	0.42	0.22	0.12	0.09	0.08
37-I8P2G-19	68.5	19	0.97	0.59	0.34	0.21	0.17
37-I8P2G-19	73.5	20	0.92	0.52	0.26	0.15	0.11
37-I8P2G-19	78.5	21	1.00	0.65	0.38	0.22	0.16
37-I8P2G-19	83.5	22	1.23	0.88	0.52	0.33	0.22
37-I8P2G-19	88.5	23	1.31	0.89	0.53	0.30	0.19
37-I8P2G-19	93.5	24	2.33	1.29	0.70	0.40	0.23
37-I8P2G-19	98.5	25	5.68	1.88	0.66	0.35	0.21
37-I8P2G-19	103.5	26	4.73	1.42	0.66	0.36	0.21
37-I8P2G-19	108.5	27	4.35	1.29	0.70	0.33	0.18
37-I8P2G-19	113.5	28	3.93	1.92	0.92	0.30	0.19
37-I8P2G-19	0	29	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
37-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		37-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		11/20/19			(Top of Sample Only)
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.47	Wt. Tare (g)		128.47	D85 (mm)	0.39	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		514.97	Wt. Tare + Dry soil (g)		510.09	Screen/Riser					Riser
Original Wt. Dry Soil (g)		386.5	Washed Wt. Dry Soil (g)		381.62	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.40
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.39
#4	4.750		0.21	0.21	0.21	0.1	99.9		D80	0.37
#8	2.360		0.04	0.04	0.25	0.1	99.9		D70	0.34
#16	1.180		0.16	0.16	0.41	0.1	99.9		D60	0.30
#30	0.600		1.82	1.82	2.23	0.6	99.4		D50	0.27
#40	0.425		10.49	10.49	12.72	3.3	96.7		D40	0.25
#50	0.300		144.14	144.14	156.86	40.6	59.4		D30	0.22
#100	0.150		218.01	218.01	374.87	97.0	3.0		D20	0.20
#200	0.075		6.28	6.28	381.15	98.6	1.4		D15	0.18
Pan	-----		1.15	1.15	382.30				D10	0.17
Total fines < #200 (g)		6.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.002	0		D5	0.16
Fineness Modulus		2.40

&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 #:		37-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:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.7	Wt. Tare (g)		120.7	D85 (mm)	0.37	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		506.01	Wt. Tare + Dry soil (g)		494.36	Screen/Riser					Riser
Original Wt. Dry Soil (g)		385.31	Washed Wt. Dry Soil (g)		373.66	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.40
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.37
#4	4.750		0.14	0.14	0.14	0.0	100.0		D80	0.34
#8	2.360		0.26	0.26	0.40	0.1	99.9		D70	0.29
#16	1.180		0.39	0.39	0.79	0.2	99.8		D60	0.27
#30	0.600		4.73	4.73	5.52	1.4	98.6		D50	0.25
#40	0.425		15.92	15.92	21.44	5.6	94.4		D40	0.23
#50	0.300		84.87	84.87	106.31	27.6	72.4		D30	0.20
#100	0.150		256.14	256.14	362.45	94.1	5.9		D20	0.18
#200	0.075		11.16	11.16	373.61	97.0	3.0		D15	0.17
Pan	-----		0.57	0.57	374.18				D10	0.16
Total fines < #200 (g)		12.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.13
Fineness Modulus		2.26

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

# (2)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (3)

Project Name:		Island 8 Parcel 2			Relief Well #:		37-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Wet			Sample Depth: (ft)		23.5
Date Received:		12/31/99
Date Tested:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.29	Wt. Tare (g)		120.29	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)		487.56	Wt. Tare + Dry soil (g)		475.95	Screen/Riser					Riser
Original Wt. Dry Soil (g)		367.27	Washed Wt. Dry Soil (g)		355.66	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.68
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.58
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.55
#8	2.360		1.10	1.10	1.10	0.3	99.7		D70	0.49
#16	1.180		4.60	4.60	5.70	1.6	98.4		D60	0.44
#30	0.600		35.90	35.90	41.60	11.3	88.7		D50	0.39
#40	0.425		112.90	112.90	154.50	42.1	57.9		D40	0.36
#50	0.300		120.58	120.58	275.08	74.9	25.1		D30	0.32
#100	0.150		67.69	67.69	342.77	93.3	6.7		D20	0.26
#200	0.075		12.43	12.43	355.20	96.7	3.3		D15	0.22
Pan	-----		0.59	0.59	355.79				D10	0.18
Total fines < #200 (g)		12.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		3.20

&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 #:		37-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:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.8	Wt. Tare (g)		129.8	D85 (mm)	0.50	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		471.01	Wt. Tare + Dry soil (g)		461.63	Screen/Riser					Riser
Original Wt. Dry Soil (g)		341.21	Washed Wt. Dry Soil (g)		331.83	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	0.50
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.44
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.40
#16	1.180		0.25	0.25	0.25	0.1	99.9		D60	0.38
#30	0.600		20.19	20.19	20.44	6.0	94.0		D50	0.35
#40	0.425		53.57	53.57	74.01	21.7	78.3		D40	0.32
#50	0.300		163.31	163.31	237.32	69.6	30.4		D30	0.30
#100	0.150		87.25	87.25	324.57	95.1	4.9		D20	0.24
#200	0.075		7.15	7.15	331.72	97.2	2.8		D15	0.21
Pan	-----		0.24	0.24	331.96				D10	0.18
Total fines < #200 (g)		9.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		2.90

&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 #:		37-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:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.73	Wt. Tare (g)		120.73	D85 (mm)	0.85	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		553.6	Wt. Tare + Dry soil (g)		542.02	Screen/Riser					Riser
Original Wt. Dry Soil (g)		432.87	Washed Wt. Dry Soil (g)		421.29	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	0.97
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.85
#4	4.750		0.80	0.80	0.80	0.2	99.8		D80	0.73
#8	2.360		0.45	0.45	1.25	0.3	99.7		D70	0.56
#16	1.180		4.93	4.93	6.18	1.4	98.6		D60	0.48
#30	0.600		104.63	104.63	110.81	25.6	74.4		D50	0.41
#40	0.425		89.09	89.09	199.90	46.2	53.8		D40	0.36
#50	0.300		115.85	115.85	315.75	72.9	27.1		D30	0.31
#100	0.150		94.50	94.50	410.25	94.8	5.2		D20	0.25
#200	0.075		9.95	9.95	420.20	97.1	2.9		D15	0.22
Pan	-----		0.68	0.68	420.88				D10	0.18
Total fines < #200 (g)		12.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		3.38

&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 #:		37-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:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.61	Wt. Tare (g)		120.61	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)		587.81	Wt. Tare + Dry soil (g)		571.35	Screen/Riser					Riser
Original Wt. Dry Soil (g)		467.2	Washed Wt. Dry Soil (g)		450.74	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		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		1.05	1.05	1.05	0.2	99.8		D80	0.57
#8	2.360		1.22	1.22	2.27	0.5	99.5		D70	0.52
#16	1.180		3.08	3.08	5.35	1.1	98.9		D60	0.47
#30	0.600		57.19	57.19	62.54	13.4	86.6		D50	0.42
#40	0.425		163.72	163.72	226.26	48.4	51.6		D40	0.38
#50	0.300		143.26	143.26	369.52	79.1	20.9		D30	0.34
#100	0.150		65.07	65.07	434.59	93.0	7.0		D20	0.29
#200	0.075		14.37	14.37	448.96	96.1	3.9		D15	0.24
Pan	-----		1.52	1.52	450.48				D10	0.18
Total fines < #200 (g)		18.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		3.32

&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 #:		37-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:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.55	Wt. Tare (g)		119.55	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)		591.35	Wt. Tare + Dry soil (g)		575.05	Screen/Riser					Riser
Original Wt. Dry Soil (g)		471.8	Washed Wt. Dry Soil (g)		455.5	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	0.57
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.54
#4	4.750		1.53	1.53	1.53	0.3	99.7		D80	0.52
#8	2.360		0.13	0.13	1.66	0.4	99.6		D70	0.47
#16	1.180		0.08	0.08	1.74	0.4	99.6		D60	0.42
#30	0.600		18.06	18.06	19.80	4.2	95.8		D50	0.37
#40	0.425		162.00	162.00	181.80	38.5	61.5		D40	0.31
#50	0.300		113.03	113.03	294.83	62.5	37.5		D30	0.26
#100	0.150		141.43	141.43	436.26	92.5	7.5		D20	0.21
#200	0.075		18.07	18.07	454.33	96.3	3.7		D15	0.19
Pan	-----		1.02	1.02	455.35				D10	0.16
Total fines < #200 (g)		17.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		2.95

&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 #:		37-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:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.82	Wt. Tare (g)		128.82	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)		552.88	Wt. Tare + Dry soil (g)		538.62	Screen/Riser					Riser
Original Wt. Dry Soil (g)		424.06	Washed Wt. Dry Soil (g)		409.8	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	0.51
#8	2.360		0.10	0.10	0.10	0.0	100.0		D70	0.46
#16	1.180		0.06	0.06	0.16	0.0	100.0		D60	0.42
#30	0.600		4.19	4.19	4.35	1.0	99.0		D50	0.39
#40	0.425		154.90	154.90	159.25	37.6	62.4		D40	0.36
#50	0.300		173.70	173.70	332.95	78.5	21.5		D30	0.33
#100	0.150		63.66	63.66	396.61	93.5	6.5		D20	0.29
#200	0.075		12.19	12.19	408.80	96.4	3.6		D15	0.24
Pan	-----		1.03	1.03	409.83				D10	0.19
Total fines < #200 (g)		15.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		3.07

&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 #:		37-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:		11/19/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.74	Wt. Tare (g)		120.74	D85 (mm)	0.50	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		486.97	Wt. Tare + Dry soil (g)		472.55	Screen/Riser					Riser
Original Wt. Dry Soil (g)		366.23	Washed Wt. Dry Soil (g)		351.81	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.54
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.50
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.47
#8	2.360		0.04	0.04	0.04	0.0	100.0		D70	0.41
#16	1.180		0.10	0.10	0.14	0.0	100.0		D60	0.38
#30	0.600		4.23	4.23	4.37	1.2	98.8		D50	0.34
#40	0.425		92.04	92.04	96.41	26.3	73.7		D40	0.31
#50	0.300		134.21	134.21	230.62	63.0	37.0		D30	0.26
#100	0.150		106.54	106.54	337.16	92.1	7.9		D20	0.21
#200	0.075		13.58	13.58	350.74	95.8	4.2		D15	0.19
Pan	-----		1.18	1.18	351.92				D10	0.16
Total fines < #200 (g)		15.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		2.78

&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 #:		37-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:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178	Wt. Tare (g)		178	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)		608.81	Wt. Tare + Dry soil (g)		596.43	Screen/Riser					Riser
Original Wt. Dry Soil (g)		430.81	Washed Wt. Dry Soil (g)		418.43	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	0.51
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.45
#16	1.180		0.03	0.03	0.03	0.0	100.0		D60	0.39
#30	0.600		13.72	13.72	13.75	3.2	96.8		D50	0.33
#40	0.425		136.22	136.22	149.97	34.8	65.2		D40	0.28
#50	0.300		89.83	89.83	239.80	55.7	44.3		D30	0.24
#100	0.150		156.27	156.27	396.07	91.9	8.1		D20	0.20
#200	0.075		20.93	20.93	417.00	96.8	3.2		D15	0.18
Pan	-----		1.38	1.38	418.38				D10	0.16
Total fines < #200 (g)		13.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		2.82

&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 #:		37-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:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.84	Wt. Tare (g)		176.84	D85 (mm)	0.56	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		484.18	Wt. Tare + Dry soil (g)		476.67	Screen/Riser					Riser
Original Wt. Dry Soil (g)		307.34	Washed Wt. Dry Soil (g)		299.83	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.58
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.56
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.54
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.50
#16	1.180		0.04	0.04	0.04	0.0	100.0		D60	0.47
#30	0.600		14.58	14.58	14.62	4.8	95.2		D50	0.43
#40	0.425		140.82	140.82	155.44	50.6	49.4		D40	0.37
#50	0.300		71.29	71.29	226.73	73.8	26.2		D30	0.32
#100	0.150		58.32	58.32	285.05	92.7	7.3		D20	0.25
#200	0.075		14.24	14.24	299.29	97.4	2.6		D15	0.21
Pan	-----		0.41	0.41	299.70				D10	0.17
Total fines < #200 (g)		7.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		3.19

&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 #:		37-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178.07	Wt. Tare (g)		178.07	D85 (mm)	0.49	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		601.53	Wt. Tare + Dry soil (g)		582.78	Screen/Riser					Riser
Original Wt. Dry Soil (g)		423.46	Washed Wt. Dry Soil (g)		404.71	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	0.55
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.49
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.42
#8	2.360		0.10	0.10	0.10	0.0	100.0		D70	0.38
#16	1.180		0.17	0.17	0.27	0.1	99.9		D60	0.33
#30	0.600		26.03	26.03	26.30	6.2	93.8		D50	0.29
#40	0.425		57.00	57.00	83.30	19.7	80.3		D40	0.26
#50	0.300		113.22	113.22	196.52	46.4	53.6		D30	0.22
#100	0.150		194.21	194.21	390.73	92.3	7.7		D20	0.19
#200	0.075		13.13	13.13	403.86	95.4	4.6		D15	0.17
Pan	-----		0.95	0.95	404.81				D10	0.16
Total fines < #200 (g)		19.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.60

&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 #:		37-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:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.46	Wt. Tare (g)		176.46	D85 (mm)	0.38	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		603.1	Wt. Tare + Dry soil (g)		587.14	Screen/Riser					Riser
Original Wt. Dry Soil (g)		426.64	Washed Wt. Dry Soil (g)		410.68	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.42
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.38
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.35
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.29
#16	1.180		0.12	0.12	0.12	0.0	100.0		D60	0.27
#30	0.600		11.05	11.05	11.17	2.6	97.4		D50	0.25
#40	0.425		26.16	26.16	37.33	8.7	91.3		D40	0.23
#50	0.300		80.87	80.87	118.20	27.7	72.3		D30	0.20
#100	0.150		278.60	278.60	396.80	93.0	7.0		D20	0.18
#200	0.075		13.22	13.22	410.02	96.1	3.9		D15	0.17
Pan	-----		0.87	0.87	410.89				D10	0.16
Total fines < #200 (g)		16.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.10
Fineness Modulus		2.28

&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 #:		37-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Silty Sand (SM) - Gray, Saturated			Sample Depth: (ft)		51
Date Received:		12/31/99
Date Tested:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.15	Wt. Tare (g)		176.15	D85 (mm)	0.51	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		594.12	Wt. Tare + Dry soil (g)		556.91	Screen/Riser					Riser
Original Wt. Dry Soil (g)		417.97	Washed Wt. Dry Soil (g)		380.76	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.59
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.51
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.43
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.26
#16	1.180		0.09	0.09	0.09	0.0	100.0		D60	0.20
#30	0.600		40.38	40.38	40.47	9.7	90.3		D50	0.15
#40	0.425		44.91	44.91	85.38	20.4	79.6		D40	0.13
#50	0.300		11.89	11.89	97.27	23.3	76.7		D30	0.11
#100	0.150		107.18	107.18	204.45	48.9	51.1		D20	0.09
#200	0.075		155.90	155.90	360.35	86.2	13.8		D15	0.08
Pan	-----		20.85	20.85	381.20				D10	0.00
Total fines < #200 (g)		58.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.00
Fineness Modulus		1.89

&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 #:		37-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178.09	Wt. Tare (g)		178.09	D85 (mm)	0.81	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		626.17	Wt. Tare + Dry soil (g)		607.86	Screen/Riser					Riser
Original Wt. Dry Soil (g)		448.08	Washed Wt. Dry Soil (g)		429.77	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.94
3/8'	9.500		5.56	5.56	5.56	1.2	98.8		D85	0.81
#4	4.750		0.00	0.00	5.56	1.2	98.8		D80	0.67
#8	2.360		0.01	0.01	5.57	1.2	98.8		D70	0.57
#16	1.180		0.15	0.15	5.72	1.3	98.7		D60	0.54
#30	0.600		96.15	96.15	101.87	22.7	77.3		D50	0.50
#40	0.425		209.93	209.93	311.80	69.6	30.4		D40	0.46
#50	0.300		47.22	47.22	359.02	80.1	19.9		D30	0.42
#100	0.150		51.44	51.44	410.46	91.6	8.4		D20	0.30
#200	0.075		18.16	18.16	428.62	95.7	4.3		D15	0.24
Pan	-----		1.17	1.17	429.79				D10	0.17
Total fines < #200 (g)		19.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.65

&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 #:		37-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:		11/20/19
Tested By:		ADP
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.47	Wt. Tare (g)		177.47	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)		616.41	Wt. Tare + Dry soil (g)		603.28	Screen/Riser					Riser
Original Wt. Dry Soil (g)		438.94	Washed Wt. Dry Soil (g)		425.81	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.71
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	0.57
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.53
#16	1.180		0.23	0.23	0.23	0.1	99.9		D60	0.49
#30	0.600		54.19	54.19	54.42	12.4	87.6		D50	0.45
#40	0.425		198.39	198.39	252.81	57.6	42.4		D40	0.41
#50	0.300		121.89	121.89	374.70	85.4	14.6		D30	0.37
#100	0.150		40.08	40.08	414.78	94.5	5.5		D20	0.32
#200	0.075		11.06	11.06	425.84	97.0	3.0		D15	0.30
Pan	-----		0.26	0.26	426.10				D10	0.22
Total fines < #200 (g)		13.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.13
Fineness Modulus		3.47

&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 #:		37-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:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		242.03	Wt. Tare (g)		242.03	D85 (mm)	0.71	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		640.39	Wt. Tare + Dry soil (g)		631.51	Screen/Riser					Riser
Original Wt. Dry Soil (g)		398.36	Washed Wt. Dry Soil (g)		389.48	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	0.88
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.71
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.59
#8	2.360		0.24	0.24	0.24	0.1	99.9		D70	0.55
#16	1.180		1.90	1.90	2.14	0.5	99.5		D60	0.50
#30	0.600		71.78	71.78	73.92	18.6	81.4		D50	0.46
#40	0.425		151.26	151.26	225.18	56.5	43.5		D40	0.41
#50	0.300		108.02	108.02	333.20	83.6	16.4		D30	0.36
#100	0.150		46.12	46.12	379.32	95.2	4.8		D20	0.32
#200	0.075		9.45	9.45	388.77	97.6	2.4		D15	0.28
Pan	-----		0.52	0.52	389.29				D10	0.22
Total fines < #200 (g)		9.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.52

&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 #:		37-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Silty Sand (SM) - Brown, Saturated			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		11/20/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		519.54	Wt. Tare (g)		519.54	D85 (mm)	0.42	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		911.87	Wt. Tare + Dry soil (g)		887.53	Screen/Riser					Riser
Original Wt. Dry Soil (g)		392.33	Washed Wt. Dry Soil (g)		367.99	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.58
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.42
#4	4.750		0.40	0.40	0.40	0.1	99.9		D80	0.29
#8	2.360		0.27	0.27	0.67	0.2	99.8		D70	0.25
#16	1.180		0.70	0.70	1.37	0.3	99.7		D60	0.22
#30	0.600		35.06	35.06	36.43	9.3	90.7		D50	0.18
#40	0.425		21.56	21.56	57.99	14.8	85.2		D40	0.14
#50	0.300		13.22	13.22	71.21	18.2	81.8		D30	0.12
#100	0.150		153.52	153.52	224.73	57.3	42.7		D20	0.10
#200	0.075		130.80	130.80	355.53	90.6	9.4		D15	0.09
Pan	-----		13.13	13.13	368.66				D10	0.08
Total fines < #200 (g)		37.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.002	0		D5	0.00
Fineness Modulus		1.91

&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 #:		37-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:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		521.32	Wt. Tare (g)		521.32	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)		868.91	Wt. Tare + Dry soil (g)		863.79	Screen/Riser					Riser
Original Wt. Dry Soil (g)		347.59	Washed Wt. Dry Soil (g)		342.47	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	1.05
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.97
#4	4.750		0.23	0.23	0.23	0.1	99.9		D80	0.90
#8	2.360		0.06	0.06	0.29	0.1	99.9		D70	0.74
#16	1.180		5.25	5.25	5.54	1.6	98.4		D60	0.59
#30	0.600		130.48	130.48	136.02	39.1	60.9		D50	0.52
#40	0.425		82.09	82.09	218.11	62.7	37.3		D40	0.45
#50	0.300		38.69	38.69	256.80	73.9	26.1		D30	0.34
#100	0.150		66.62	66.62	323.42	93.0	7.0		D20	0.25
#200	0.075		18.84	18.84	342.26	98.5	1.5		D15	0.21
Pan	-----		0.28	0.28	342.54				D10	0.17
Total fines < #200 (g)		5.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.69

&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 #:		37-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:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		520.98	Wt. Tare (g)		520.98	D85 (mm)	0.92	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		1093.34	Wt. Tare + Dry soil (g)		1074.61	Screen/Riser					Riser
Original Wt. Dry Soil (g)		572.36	Washed Wt. Dry Soil (g)		553.63	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.04
3/8'	9.500		10.67	10.67	10.67	1.9	98.1		D85	0.92
#4	4.750		1.36	1.36	12.03	2.1	97.9		D80	0.80
#8	2.360		0.98	0.98	13.01	2.3	97.7		D70	0.59
#16	1.180		10.02	10.02	23.03	4.0	96.0		D60	0.52
#30	0.600		140.12	140.12	163.15	28.5	71.5		D50	0.44
#40	0.425		138.27	138.27	301.42	52.7	47.3		D40	0.35
#50	0.300		70.50	70.50	371.92	65.0	35.0		D30	0.26
#100	0.150		113.06	113.06	484.98	84.7	15.3		D20	0.19
#200	0.075		64.53	64.53	549.51	96.0	4.0		D15	0.15
Pan	-----		3.95	3.95	553.46				D10	0.11
Total fines < #200 (g)		22.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		3.37

&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 #:		37-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:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		516	Wt. Tare (g)		516	D85 (mm)	1.00	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		1031.79	Wt. Tare + Dry soil (g)		1009.62	Screen/Riser					Riser
Original Wt. Dry Soil (g)		515.79	Washed Wt. Dry Soil (g)		493.62	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	1.06
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.00
#4	4.750		0.22	0.22	0.22	0.0	100.0		D80	0.93
#8	2.360		0.14	0.14	0.36	0.1	99.9		D70	0.79
#16	1.180		7.79	7.79	8.15	1.6	98.4		D60	0.65
#30	0.600		217.04	217.04	225.19	43.7	56.3		D50	0.55
#40	0.425		113.17	113.17	338.36	65.6	34.4		D40	0.47
#50	0.300		59.70	59.70	398.06	77.2	22.8		D30	0.38
#100	0.150		72.66	72.66	470.72	91.3	8.7		D20	0.27
#200	0.075		21.47	21.47	492.19	95.4	4.6		D15	0.22
Pan	-----		1.95	1.95	494.14				D10	0.16
Total fines < #200 (g)		24.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.08
Fineness Modulus		3.75

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

# (21)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT…

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