Pilot Hole Sieve Data_45-I8P2G-19.xls

XLS spreadsheet 3 MB Posted Aug 18, 2021

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

About this file

Written by GovTribe AI · Dec 28, 2023

This document summarizes sieve analysis data for a pilot hole located on Island 8 Parcel 2 in Fulton County, Kentucky. The data was collected to support a project consisting of 79 relief wells, over 12,000 linear feet of subsurface drain pipe, 1,900 linear feet of drainage ditches, culvert replacement at five locations, and debris removal from Running Slough. Analysis was conducted on samples from depths ranging from 18.5 to 113.5 feet below ground surface. Grain size distributions, classifications as poorly graded sand, and other relevant details are provided for each sample. The project is advertised as a service-disabled veteran owned small business set-aside procurement utilizing sealed bid procedures, to be awarded by the Department of the Army Corps of Engineers Memphis District.

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Other files

File	Type	Posted
Official Abstract Signed.pdf	PDF	Sep 2, 2021
Site Visit Attendance forms- W912EQ21B0009.pdf	PDF	Aug 25, 2021
Pilot Hole Sieve Data_08-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_13-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_16-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
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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
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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
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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_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
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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):	20
Location:	Fulton County, KY																	Screen (ft):	78
Well #:	45-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301.26															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	0.41	0.39	0.37	0.34	0.30	0.27	0.25	0.22	0.19	0.18	0.17	0.15	0.39	1	RISER	El. 281.3 / 20 ft	Blue	Borderline
2	21	280.3	278.8	Poorly Graded Sand (SP) - Brown, Saturated	0.64	0.56	0.52	0.44	0.37	0.30	0.26	0.23	0.19	0.18	0.16	0.10	0.56	4	SCREEN		Red	Fail
3	24	277.8	276.3	Poorly Graded Sand (SP) - Brown, Saturated	0.89	0.74	0.60	0.54	0.48	0.43	0.38	0.34	0.28	0.24	0.19	0.13	0.74	3			Black	Pass
4	26	275.3	273.8	Poorly Graded Sand (SP) - Brown, Saturated	0.56	0.50	0.44	0.39	0.36	0.33	0.29	0.25	0.21	0.19	0.17	0.15	0.50	3
5	29	272.8	271.3	Poorly Graded Sand (SP) - Brown, Saturated	0.77	0.59	0.57	0.51	0.46	0.41	0.36	0.31	0.25	0.22	0.18	0.14	0.59	3
6	31	270.3	268.8	Poorly Graded Sand (SP) - Brown, Saturated	0.62	0.58	0.55	0.50	0.45	0.41	0.37	0.34	0.31	0.28	0.22	0.16	0.58	2
7	34	267.8	266.3	Poorly Graded Sand (SP) - Brown, Saturated	0.60	0.58	0.56	0.53	0.50	0.46	0.43	0.39	0.34	0.31	0.27	0.19	0.58	2
8	36	265.3	263.8	Poorly Graded Sand (SP) - Brown, Saturated, Organics	0.52	0.45	0.41	0.35	0.29	0.27	0.24	0.21	0.19	0.17	0.16	0.12	0.45	3
9	39	262.8	261.3	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.56	0.55	0.51	0.48	0.44	0.41	0.36	0.32	0.30	0.22	0.14	0.56	3
10	41	260.3	258.8	Poorly Graded Sand (SP) - Brown, Saturated	0.41	0.39	0.37	0.34	0.30	0.27	0.24	0.22	0.19	0.17	0.16	0.12	0.39	3
11	44	257.8	256.3	Poorly Graded Sand (SP) - Brown, Saturated	0.48	0.42	0.40	0.37	0.33	0.29	0.26	0.23	0.20	0.18	0.16	0.12	0.42	4
12	46	255.3	253.8	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.55	0.53	0.49	0.45	0.40	0.35	0.29	0.22	0.18	0.15	0.09	0.55	4
13	49	252.8	251.3	Poorly Graded Sand (SP) - Brown, Saturated	0.59	0.57	0.55	0.52	0.48	0.45	0.41	0.35	0.28	0.23	0.17	0.09	0.57	4
14	51	250.3	248.8	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.56	0.54	0.51	0.47	0.43	0.39	0.35	0.31	0.26	0.20	0.12	0.56	3
15	54	247.8	246.3	Poorly Graded Sand (SP) - Brown, Saturated	0.63	0.58	0.56	0.51	0.46	0.42	0.37	0.33	0.28	0.23	0.18	0.10	0.58	4
16	56	245.3	243.8	Poorly Graded Sand (SP) - Brown, Saturated	0.84	0.66	0.59	0.55	0.51	0.48	0.44	0.39	0.33	0.29	0.21	0.13	0.66	3
17	59	242.8	241.3	Poorly Graded Sand (SP) - Brown, Saturated	0.80	0.61	0.58	0.54	0.49	0.45	0.41	0.36	0.30	0.25	0.20	0.12	0.61	3
18	64	237.8	236.3	Poorly Graded Sand (SP) - Brown, Saturated, Organics	0.78	0.60	0.57	0.50	0.44	0.37	0.30	0.24	0.17	0.14	0.11	0.08	0.60	4
19	69	232.8	231.3	Poorly Graded Sand (SP) - Brown, Saturated	1.00	0.88	0.75	0.58	0.54	0.50	0.45	0.40	0.31	0.24	0.17	0.10	0.88	4
20	74	227.8	226.3	Poorly Graded Sand (SP) - Brown, Saturated	0.97	0.84	0.72	0.57	0.52	0.47	0.42	0.36	0.30	0.24	0.19	0.12	0.84	3
21	79	222.8	221.3	Poorly Graded Sand (SP) - Brown, Saturated	0.78	0.59	0.53	0.42	0.30	0.25	0.19	0.14	0.11	0.10	0.08	0.00	0.59	7
22	84	217.8	216.3	Poorly Graded Sand (SP) - Brown, Saturated	2.32	2.10	1.87	1.42	1.09	0.90	0.71	0.55	0.42	0.29	0.19	0.08	2.10	5
23	89	212.8	211.3	Poorly Graded Sand (SP) - Brown, Saturated	5.43	4.26	3.59	2.31	1.63	1.11	0.89	0.67	0.49	0.39	0.21	0.00	4.26	5
24	94	207.8	206.3	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	8.49	6.96	5.42	3.83	2.66	1.88	1.23	0.88	0.56	0.38	0.21	0.00	6.96	5		El. 203.3 / 78 ft
25	99	202.8	201.3	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	5.48	3.06	2.06	1.17	0.98	0.79	0.60	0.48	0.35	0.26	0.16	0.00	3.06	5
26	104	197.8	196.3	Poorly Graded Sand (SP) - Brown, Saturated	7.36	5.67	4.31	2.36	1.74	1.16	0.95	0.73	0.50	0.34	0.19	0.00	5.67	6
27	109	192.8	191.3	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	3.90	2.40	1.81	1.06	0.80	0.57	0.46	0.36	0.26	0.20	0.13	0.00	2.40	7
28	114	187.8	186.3	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	8.18	4.62	2.45	1.13	0.91	0.69	0.55	0.45	0.33	0.26	0.18	0.00	4.62	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
45-I8P2G-19	18.5	1	0.39	0.30	0.22	0.18	0.17
45-I8P2G-19	21	2	0.56	0.37	0.23	0.18	0.16
45-I8P2G-19	23.5	3	0.74	0.48	0.34	0.24	0.19
45-I8P2G-19	26	4	0.50	0.36	0.25	0.19	0.17
45-I8P2G-19	28.5	5	0.59	0.46	0.31	0.22	0.18
45-I8P2G-19	31	6	0.58	0.45	0.34	0.28	0.22
45-I8P2G-19	33.5	7	0.58	0.50	0.39	0.31	0.27
45-I8P2G-19	36	8	0.45	0.29	0.21	0.17	0.16
45-I8P2G-19	38.5	9	0.56	0.48	0.36	0.30	0.22
45-I8P2G-19	41	10	0.39	0.30	0.22	0.17	0.16
45-I8P2G-19	43.5	11	0.42	0.33	0.23	0.18	0.16
45-I8P2G-19	46	12	0.55	0.45	0.29	0.18	0.15
45-I8P2G-19	48.5	13	0.57	0.48	0.35	0.23	0.17
45-I8P2G-19	51	14	0.56	0.47	0.35	0.26	0.20
45-I8P2G-19	53.5	15	0.58	0.46	0.33	0.23	0.18
45-I8P2G-19	56	16	0.66	0.51	0.39	0.29	0.21
45-I8P2G-19	58.5	17	0.61	0.49	0.36	0.25	0.20
45-I8P2G-19	63.5	18	0.60	0.44	0.24	0.14	0.11
45-I8P2G-19	68.5	19	0.88	0.54	0.40	0.24	0.17
45-I8P2G-19	73.5	20	0.84	0.52	0.36	0.24	0.19
45-I8P2G-19	78.5	21	0.59	0.30	0.14	0.10	0.08
45-I8P2G-19	83.5	22	2.10	1.09	0.55	0.29	0.19
45-I8P2G-19	88.5	23	4.26	1.63	0.67	0.39	0.21
45-I8P2G-19	93.5	24	6.96	2.66	0.88	0.38	0.21
45-I8P2G-19	98.5	25	3.06	0.98	0.48	0.26	0.16
45-I8P2G-19	103.5	26	5.67	1.74	0.73	0.34	0.19
45-I8P2G-19	108.5	27	2.40	0.80	0.36	0.20	0.13
45-I8P2G-19	113.5	28	4.62	0.91	0.45	0.26	0.18
45-I8P2G-19	0	29	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
45-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		45-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		12/17/19			(Top of Sample Only)
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		155.32	Wt. Tare (g)		155.32	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)		435.7	Wt. Tare + Dry soil (g)		432.24	Screen/Riser					Riser
Original Wt. Dry Soil (g)		280.38	Washed Wt. Dry Soil (g)		276.92	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.41
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.39
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.37
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.34
#16	1.180		0.02	0.02	0.02	0.0	100.0		D60	0.30
#30	0.600		0.88	0.88	0.90	0.3	99.7		D50	0.27
#40	0.425		14.63	14.63	15.53	5.5	94.5		D40	0.25
#50	0.300		97.23	97.23	112.76	40.2	59.8		D30	0.22
#100	0.150		158.02	158.02	270.78	96.6	3.4		D20	0.19
#200	0.075		5.85	5.85	276.63	98.7	1.3		D15	0.18
Pan	-----		0.11	0.11	276.74				D10	0.17
Total fines < #200 (g)		3.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.15
Fineness Modulus		2.41

&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 #:		45-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:		12/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.53	Wt. Tare (g)		177.53	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)		485	Wt. Tare + Dry soil (g)		474.26	Screen/Riser					Riser
Original Wt. Dry Soil (g)		307.47	Washed Wt. Dry Soil (g)		296.73	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	0.64
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	0.52
#8	2.360		0.32	0.32	0.32	0.1	99.9		D70	0.44
#16	1.180		1.34	1.34	1.66	0.5	99.5		D60	0.37
#30	0.600		31.11	31.11	32.77	10.7	89.3		D50	0.30
#40	0.425		66.25	66.25	99.02	32.2	67.8		D40	0.26
#50	0.300		52.37	52.37	151.39	49.2	50.8		D30	0.23
#100	0.150		134.27	134.27	285.66	92.9	7.1		D20	0.19
#200	0.075		10.51	10.51	296.17	96.3	3.7		D15	0.18
Pan	-----		0.43	0.43	296.60				D10	0.16
Total fines < #200 (g)		11.2		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)

# (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 #:		45-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		23.5
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178.13	Wt. Tare (g)		178.13	D85 (mm)	0.74	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		486.34	Wt. Tare + Dry soil (g)		477.16	Screen/Riser					Riser
Original Wt. Dry Soil (g)		308.21	Washed Wt. Dry Soil (g)		299.03	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.89
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.74
#4	4.750		0.36	0.36	0.36	0.1	99.9		D80	0.60
#8	2.360		0.07	0.07	0.43	0.1	99.9		D70	0.54
#16	1.180		1.45	1.45	1.88	0.6	99.4		D60	0.48
#30	0.600		58.87	58.87	60.75	19.7	80.3		D50	0.43
#40	0.425		94.23	94.23	154.98	50.3	49.7		D40	0.38
#50	0.300		86.20	86.20	241.18	78.3	21.7		D30	0.34
#100	0.150		48.92	48.92	290.10	94.1	5.9		D20	0.28
#200	0.075		8.56	8.56	298.66	96.9	3.1		D15	0.24
Pan	-----		0.19	0.19	298.85				D10	0.19
Total fines < #200 (g)		9.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.13
Fineness Modulus		3.40

&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 #:		45-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:		12/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.94	Wt. Tare (g)		176.94	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)		472.08	Wt. Tare + Dry soil (g)		465.05	Screen/Riser					Riser
Original Wt. Dry Soil (g)		295.14	Washed Wt. Dry Soil (g)		288.11	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		1.55	1.55	1.55	0.5	99.5		D80	0.44
#8	2.360		0.11	0.11	1.66	0.6	99.4		D70	0.39
#16	1.180		0.28	0.28	1.94	0.7	99.3		D60	0.36
#30	0.600		16.34	16.34	18.28	6.2	93.8		D50	0.33
#40	0.425		43.88	43.88	62.16	21.1	78.9		D40	0.29
#50	0.300		107.58	107.58	169.74	57.5	42.5		D30	0.25
#100	0.150		110.58	110.58	280.32	95.0	5.0		D20	0.21
#200	0.075		7.40	7.40	287.72	97.5	2.5		D15	0.19
Pan	-----		0.31	0.31	288.03				D10	0.17
Total fines < #200 (g)		7.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		2.79

&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 #:		45-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:		12/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		521.35	Wt. Tare (g)		521.35	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)		838.41	Wt. Tare + Dry soil (g)		829.28	Screen/Riser					Riser
Original Wt. Dry Soil (g)		317.06	Washed Wt. Dry Soil (g)		307.93	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	0.77
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.42	0.42	0.42	0.1	99.9		D80	0.57
#8	2.360		0.07	0.07	0.49	0.2	99.8		D70	0.51
#16	1.180		1.09	1.09	1.58	0.5	99.5		D60	0.46
#30	0.600		42.62	42.62	44.20	13.9	86.1		D50	0.41
#40	0.425		104.29	104.29	148.49	46.8	53.2		D40	0.36
#50	0.300		81.84	81.84	230.33	72.6	27.4		D30	0.31
#100	0.150		69.34	69.34	299.67	94.5	5.5		D20	0.25
#200	0.075		7.94	7.94	307.61	97.0	3.0		D15	0.22
Pan	-----		0.23	0.23	307.84				D10	0.18
Total fines < #200 (g)		9.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.14
Fineness Modulus		3.26

&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 #:		45-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:		12/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		515.98	Wt. Tare (g)		515.98	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)		823.34	Wt. Tare + Dry soil (g)		817.34	Screen/Riser					Riser
Original Wt. Dry Soil (g)		307.36	Washed Wt. Dry Soil (g)		301.36	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	0.62
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.58
#4	4.750		0.96	0.96	0.96	0.3	99.7		D80	0.55
#8	2.360		0.63	0.63	1.59	0.5	99.5		D70	0.50
#16	1.180		0.78	0.78	2.37	0.8	99.2		D60	0.45
#30	0.600		29.35	29.35	31.72	10.3	89.7		D50	0.41
#40	0.425		104.09	104.09	135.81	44.2	55.8		D40	0.37
#50	0.300		119.48	119.48	255.29	83.1	16.9		D30	0.34
#100	0.150		40.22	40.22	295.51	96.1	3.9		D20	0.31
#200	0.075		5.65	5.65	301.16	98.0	2.0		D15	0.28
Pan	-----		0.19	0.19	301.35				D10	0.22
Total fines < #200 (g)		6.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.16
Fineness Modulus		3.33

&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 #:		45-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:		12/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		521	Wt. Tare (g)		521	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)		830.02	Wt. Tare + Dry soil (g)		824.93	Screen/Riser					Riser
Original Wt. Dry Soil (g)		309.02	Washed Wt. Dry Soil (g)		303.93	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.60
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.58
#4	4.750		0.49	0.49	0.49	0.2	99.8		D80	0.56
#8	2.360		0.40	0.40	0.89	0.3	99.7		D70	0.53
#16	1.180		0.10	0.10	0.99	0.3	99.7		D60	0.50
#30	0.600		27.88	27.88	28.87	9.3	90.7		D50	0.46
#40	0.425		162.82	162.82	191.69	62.0	38.0		D40	0.43
#50	0.300		79.72	79.72	271.41	87.8	12.2		D30	0.39
#100	0.150		29.06	29.06	300.47	97.2	2.8		D20	0.34
#200	0.075		3.29	3.29	303.76	98.3	1.7		D15	0.31
Pan	-----		0.13	0.13	303.89				D10	0.27
Total fines < #200 (g)		5.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.19
Fineness Modulus		3.56

&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 #:		45-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Organics			Sample Depth: (ft)		36
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.25	Wt. Tare (g)		120.25	D85 (mm)	0.45	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		398.64	Wt. Tare + Dry soil (g)		391.27	Screen/Riser					Riser
Original Wt. Dry Soil (g)		278.39	Washed Wt. Dry Soil (g)		271.02	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.52
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.45
#4	4.750		0.25	0.25	0.25	0.1	99.9		D80	0.41
#8	2.360		0.84	0.84	1.09	0.4	99.6		D70	0.35
#16	1.180		1.02	1.02	2.11	0.8	99.2		D60	0.29
#30	0.600		7.00	7.00	9.11	3.3	96.7		D50	0.27
#40	0.425		38.95	38.95	48.06	17.3	82.7		D40	0.24
#50	0.300		56.23	56.23	104.29	37.5	62.5		D30	0.21
#100	0.150		156.50	156.50	260.79	93.7	6.3		D20	0.19
#200	0.075		9.85	9.85	270.64	97.2	2.8		D15	0.17
Pan	-----		0.40	0.40	271.04				D10	0.16
Total fines < #200 (g)		7.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		2.50

&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 #:		45-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:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.68	Wt. Tare (g)		120.68	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)		433.83	Wt. Tare + Dry soil (g)		425.01	Screen/Riser					Riser
Original Wt. Dry Soil (g)		313.15	Washed Wt. Dry Soil (g)		304.33	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.58
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	0.55
#8	2.360		0.02	0.02	0.02	0.0	100.0		D70	0.51
#16	1.180		0.03	0.03	0.05	0.0	100.0		D60	0.48
#30	0.600		12.02	12.02	12.07	3.9	96.1		D50	0.44
#40	0.425		161.15	161.15	173.22	55.3	44.7		D40	0.41
#50	0.300		92.68	92.68	265.90	84.9	15.1		D30	0.36
#100	0.150		30.97	30.97	296.87	94.8	5.2		D20	0.32
#200	0.075		7.03	7.03	303.90	97.0	3.0		D15	0.30
Pan	-----		0.25	0.25	304.15				D10	0.22
Total fines < #200 (g)		9.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		3.36

&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 #:		45-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:		12/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.7	Wt. Tare (g)		120.7	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)		433.71	Wt. Tare + Dry soil (g)		423.31	Screen/Riser					Riser
Original Wt. Dry Soil (g)		313.01	Washed Wt. Dry Soil (g)		302.61	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.41
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.39
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.37
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.34
#16	1.180		0.02	0.02	0.02	0.0	100.0		D60	0.30
#30	0.600		1.85	1.85	1.87	0.6	99.4		D50	0.27
#40	0.425		17.59	17.59	19.46	6.2	93.8		D40	0.24
#50	0.300		106.52	106.52	125.98	40.2	59.8		D30	0.22
#100	0.150		168.08	168.08	294.06	93.9	6.1		D20	0.19
#200	0.075		8.14	8.14	302.20	96.5	3.5		D15	0.17
Pan	-----		0.47	0.47	302.67				D10	0.16
Total fines < #200 (g)		10.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		2.38

&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 #:		45-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:		12/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.46	Wt. Tare (g)		127.46	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)		437.98	Wt. Tare + Dry soil (g)		427.71	Screen/Riser					Riser
Original Wt. Dry Soil (g)		310.52	Washed Wt. Dry Soil (g)		300.25	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.48
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.42
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.40
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.37
#16	1.180		0.08	0.08	0.08	0.0	100.0		D60	0.33
#30	0.600		9.76	9.76	9.84	3.2	96.8		D50	0.29
#40	0.425		31.78	31.78	41.62	13.4	86.6		D40	0.26
#50	0.300		107.79	107.79	149.41	48.1	51.9		D30	0.23
#100	0.150		141.77	141.77	291.18	93.8	6.2		D20	0.20
#200	0.075		8.22	8.22	299.40	96.4	3.6		D15	0.18
Pan	-----		0.84	0.84	300.24				D10	0.16
Total fines < #200 (g)		11.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		2.55

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

# (11)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (12)

Project Name:		Island 8 Parcel 2			Relief Well #:		45-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:		12/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		130.08	Wt. Tare (g)		130.08	D85 (mm)	0.55	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		444.13	Wt. Tare + Dry soil (g)		433.53	Screen/Riser					Riser
Original Wt. Dry Soil (g)		314.05	Washed Wt. Dry Soil (g)		303.45	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.58
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.55
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.53
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.49
#16	1.180		0.07	0.07	0.07	0.0	100.0		D60	0.45
#30	0.600		12.66	12.66	12.73	4.1	95.9		D50	0.40
#40	0.425		133.26	133.26	145.99	46.5	53.5		D40	0.35
#50	0.300		67.09	67.09	213.08	67.8	32.2		D30	0.29
#100	0.150		69.50	69.50	282.58	90.0	10.0		D20	0.22
#200	0.075		20.23	20.23	302.81	96.4	3.6		D15	0.18
Pan	-----		0.64	0.64	303.45				D10	0.15
Total fines < #200 (g)		11.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.05

&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 #:		45-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:		12/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.54	Wt. Tare (g)		120.54	D85 (mm)	0.57	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		435.38	Wt. Tare + Dry soil (g)		423.62	Screen/Riser					Riser
Original Wt. Dry Soil (g)		314.84	Washed Wt. Dry Soil (g)		303.08	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.59
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.57
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.55
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.52
#16	1.180		0.05	0.05	0.06	0.0	100.0		D60	0.48
#30	0.600		18.64	18.64	18.70	5.9	94.1		D50	0.45
#40	0.425		162.58	162.58	181.28	57.6	42.4		D40	0.41
#50	0.300		64.82	64.82	246.10	78.2	21.8		D30	0.35
#100	0.150		43.11	43.11	289.21	91.9	8.1		D20	0.28
#200	0.075		13.34	13.34	302.55	96.1	3.9		D15	0.23
Pan	-----		0.46	0.46	303.01				D10	0.17
Total fines < #200 (g)		12.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.30

&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 #:		45-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:		12/13/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		156.16	Wt. Tare (g)		156.16	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)		489.22	Wt. Tare + Dry soil (g)		478.48	Screen/Riser					Riser
Original Wt. Dry Soil (g)		333.06	Washed Wt. Dry Soil (g)		322.32	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		1.72	1.72	1.72	0.5	99.5		D85	0.56
#4	4.750		0.00	0.00	1.72	0.5	99.5		D80	0.54
#8	2.360		0.00	0.00	1.72	0.5	99.5		D70	0.51
#16	1.180		0.03	0.03	1.75	0.5	99.5		D60	0.47
#30	0.600		16.23	16.23	17.98	5.4	94.6		D50	0.43
#40	0.425		152.23	152.23	170.21	51.1	48.9		D40	0.39
#50	0.300		102.44	102.44	272.65	81.9	18.1		D30	0.35
#100	0.150		39.27	39.27	311.92	93.7	6.3		D20	0.31
#200	0.075		9.67	9.67	321.59	96.6	3.4		D15	0.26
Pan	-----		0.57	0.57	322.16				D10	0.20
Total fines < #200 (g)		11.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.31

&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 #:		45-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:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.12	Wt. Tare (g)		126.12	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)		432.15	Wt. Tare + Dry soil (g)		420.44	Screen/Riser					Riser
Original Wt. Dry Soil (g)		306.03	Washed Wt. Dry Soil (g)		294.32	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	0.63
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	0.56
#8	2.360		0.02	0.02	0.02	0.0	100.0		D70	0.51
#16	1.180		0.16	0.16	0.18	0.1	99.9		D60	0.46
#30	0.600		32.36	32.36	32.54	10.6	89.4		D50	0.42
#40	0.425		113.61	113.61	146.15	47.8	52.2		D40	0.37
#50	0.300		92.69	92.69	238.84	78.0	22.0		D30	0.33
#100	0.150		45.07	45.07	283.91	92.8	7.2		D20	0.28
#200	0.075		9.84	9.84	293.75	96.0	4.0		D15	0.23
Pan	-----		0.47	0.47	294.22				D10	0.18
Total fines < #200 (g)		12.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		3.25

&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 #:		45-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:		12/17/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.8	Wt. Tare (g)		126.8	D85 (mm)	0.66	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		433.5	Wt. Tare + Dry soil (g)		425.51	Screen/Riser					Riser
Original Wt. Dry Soil (g)		306.7	Washed Wt. Dry Soil (g)		298.71	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	0.84
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.66
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.59
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.55
#16	1.180		0.01	0.01	0.02	0.0	100.0		D60	0.51
#30	0.600		51.62	51.62	51.64	16.8	83.2		D50	0.48
#40	0.425		145.02	145.02	196.66	64.1	35.9		D40	0.44
#50	0.300		61.17	61.17	257.83	84.1	15.9		D30	0.39
#100	0.150		31.71	31.71	289.54	94.4	5.6		D20	0.33
#200	0.075		8.64	8.64	298.18	97.2	2.8		D15	0.29
Pan	-----		0.23	0.23	298.41				D10	0.21
Total fines < #200 (g)		8.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.13
Fineness Modulus		3.57

&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 #:		45-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:		12/13/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.42	Wt. Tare (g)		127.42	D85 (mm)	0.61	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		437.51	Wt. Tare + Dry soil (g)		429.03	Screen/Riser					Riser
Original Wt. Dry Soil (g)		310.09	Washed Wt. Dry Soil (g)		301.61	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.80
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.61
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.58
#8	2.360		0.07	0.07	0.07	0.0	100.0		D70	0.54
#16	1.180		0.16	0.16	0.23	0.1	99.9		D60	0.49
#30	0.600		46.92	46.92	47.15	15.2	84.8		D50	0.45
#40	0.425		127.28	127.28	174.43	56.3	43.7		D40	0.41
#50	0.300		76.38	76.38	250.81	80.9	19.1		D30	0.36
#100	0.150		40.52	40.52	291.33	94.0	6.0		D20	0.30
#200	0.075		9.62	9.62	300.95	97.1	2.9		D15	0.25
Pan	-----		0.35	0.35	301.30				D10	0.20
Total fines < #200 (g)		8.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.12
Fineness Modulus		3.43

&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 #:		45-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Organics			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		12/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		154.69	Wt. Tare (g)		154.69	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)		482.73	Wt. Tare + Dry soil (g)		470.55	Screen/Riser					Riser
Original Wt. Dry Soil (g)		328.04	Washed Wt. Dry Soil (g)		315.86	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.78
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.60
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.57
#8	2.360		0.18	0.18	0.18	0.1	99.9		D70	0.50
#16	1.180		0.31	0.31	0.49	0.1	99.9		D60	0.44
#30	0.600		46.63	46.63	47.12	14.4	85.6		D50	0.37
#40	0.425		92.67	92.67	139.79	42.6	57.4		D40	0.30
#50	0.300		58.55	58.55	198.34	60.5	39.5		D30	0.24
#100	0.150		76.33	76.33	274.67	83.7	16.3		D20	0.17
#200	0.075		39.49	39.49	314.16	95.8	4.2		D15	0.14
Pan	-----		1.61	1.61	315.77				D10	0.11
Total fines < #200 (g)		13.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.97

&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 #:		45-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:		12/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.37	Wt. Tare (g)		125.37	D85 (mm)	0.88	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		443.13	Wt. Tare + Dry soil (g)		432.24	Screen/Riser					Riser
Original Wt. Dry Soil (g)		317.76	Washed Wt. Dry Soil (g)		306.87	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	1.00
3/8'	9.500		8.87	8.87	8.87	2.8	97.2		D85	0.88
#4	4.750		0.00	0.00	8.87	2.8	97.2		D80	0.75
#8	2.360		0.00	0.00	8.87	2.8	97.2		D70	0.58
#16	1.180		0.18	0.18	9.05	2.8	97.2		D60	0.54
#30	0.600		73.84	73.84	82.89	26.1	73.9		D50	0.50
#40	0.425		128.91	128.91	211.80	66.7	33.3		D40	0.45
#50	0.300		45.85	45.85	257.65	81.1	18.9		D30	0.40
#100	0.150		33.74	33.74	291.39	91.7	8.3		D20	0.31
#200	0.075		14.65	14.65	306.04	96.3	3.7		D15	0.24
Pan	-----		0.76	0.76	306.80				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		3.73

&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 #:		45-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:		12/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.51	Wt. Tare (g)		128.51	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)		457.29	Wt. Tare + Dry soil (g)		448.46	Screen/Riser					Riser
Original Wt. Dry Soil (g)		328.78	Washed Wt. Dry Soil (g)		319.95	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.97
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.84
#4	4.750		1.79	1.79	1.79	0.5	99.5		D80	0.72
#8	2.360		0.80	0.80	2.59	0.8	99.2		D70	0.57
#16	1.180		2.25	2.25	4.84	1.5	98.5		D60	0.52
#30	0.600		76.82	76.82	81.66	24.8	75.2		D50	0.47
#40	0.425		113.83	113.83	195.49	59.5	40.5		D40	0.42
#50	0.300		67.00	67.00	262.49	79.8	20.2		D30	0.36
#100	0.150		44.94	44.94	307.43	93.5	6.5		D20	0.30
#200	0.075		11.96	11.96	319.39	97.1	2.9		D15	0.24
Pan	-----		0.41	0.41	319.80				D10	0.19
Total fines < #200 (g)		9.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.58

&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 #:		45-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:		12/17/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.42	Wt. Tare (g)		125.42	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)		438.84	Wt. Tare + Dry soil (g)		419.14	Screen/Riser					Riser
Original Wt. Dry Soil (g)		313.42	Washed Wt. Dry Soil (g)		293.72	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	0.78
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	0.53
#8	2.360		0.11	0.11	0.11	0.0	100.0		D70	0.42
#16	1.180		1.26	1.26	1.37	0.4	99.6		D60	0.30
#30	0.600		43.67	43.67	45.04	14.4	85.6		D50	0.25
#40	0.425		47.30	47.30	92.34	29.5	70.5		D40	0.19
#50	0.300		34.12	34.12	126.46	40.3	59.7		D30	0.14
#100	0.150		86.96	86.96	213.42	68.1	31.9		D20	0.11
#200	0.075		78.70	78.70	292.12	93.2	6.8		D15	0.10
Pan	-----		1.32	1.32	293.44				D10	0.08
Total fines < #200 (g)		21.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		2.46

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

# (21)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE…

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