Pilot Hole Sieve Data_30-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 provides details for a federal construction contract opportunity with the U.S. Army Corps of Engineers. The solicitation is for relief well, drainage, and ditch construction work on Island 8 Parcel 2 in Fulton County, Kentucky. The scope of work includes installing 79 relief wells, over 12,000 linear feet of subsurface drain pipe, 1,900 linear feet of new drainage ditches, modifying existing drainage ditches, replacing five culverts with associated rip-rap, and removing snags and debris from a waterway. This opportunity is set aside for service-disabled veteran owned small businesses and will be awarded using sealed bid procedures. The deadline to respond is not specified.

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Other files

File	Type	Posted
Official Abstract Signed.pdf	PDF	Sep 2, 2021
Site Visit Attendance forms- W912EQ21B0009.pdf	PDF	Aug 25, 2021
Pilot Hole Sieve Data_08-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_13-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_16-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_11-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_79-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_41-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_71-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_65-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_25-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_75-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_49-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_63-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_73-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_42-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_78-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_44-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_09-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_59-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_15-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_28-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_39-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_38-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_24-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_32-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_18-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_45-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_02-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_34-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_54-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_57-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_77-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_76-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_37-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_67-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Island 8 Parcel 2 Pilot Hole Field Logs with coversheet.pdf	PDF	Aug 18, 2021
Pilot Hole Sieve Data_29-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_50-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_19-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_48-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_01-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_17-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_62-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_35-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_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):	86
Well #:	30-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301.70															D85 Criteria	0.37	mm
	B. Ground EL + 4"													0				Fines Criteria	10	%
	C. Max Well Head EL
	D. Actual Well Head EL													0
	(D = minimum of B and C.)
Sieve Data Summary
Sample #	Sample Information			Classification	D90	D85	D80	D70	D60	D50	D40	D30	D20	D15	D10	D5	D85	Fines	Screen or Riser	Comments
	Depth (ft)	Top Elev.	Bottom Elev.														(mm)	(%)
1	19	283.2	281.7	Poorly Graded Sand/Clayey Sand (SP-SC) - Brown/Grey, Saturated, Pockets Of Lean Clay	0.42	0.40	0.38	0.35	0.31	0.28	0.24	0.20	0.16	0.12	0.00	0.00	0.40	11	RISER	El. 281.7 / 20 ft	Blue	Borderline
2	21	280.7	279.2	Poorly Graded Sand (SP) - Brown, Saturated	0.60	0.57	0.54	0.48	0.42	0.37	0.33	0.28	0.22	0.19	0.17	0.10	0.57	4	SCREEN		Red	Fail
3	24	278.2	276.7	Poorly Graded Sand (SP) - Brown, Saturated	0.88	0.70	0.58	0.49	0.42	0.39	0.36	0.33	0.31	0.27	0.21	0.16	0.70	3			Black	Pass
4	26	275.7	274.2	Poorly Graded Sand (SP) - Brown, Saturated	0.63	0.57	0.54	0.47	0.41	0.37	0.33	0.28	0.22	0.19	0.17	0.10	0.57	4
5	29	273.2	271.7	Poorly Graded Sand (SP) - Brown, Saturated	0.82	0.63	0.58	0.55	0.51	0.47	0.43	0.38	0.33	0.30	0.22	0.13	0.63	3
6	31	270.7	269.2	Poorly Graded Sand (SP) - Brown, Saturated	0.64	0.58	0.56	0.52	0.48	0.44	0.39	0.35	0.30	0.24	0.17	0.00	0.58	5
7	34	268.2	266.7	Poorly Graded Sand (SP) - Brown, Saturated	0.55	0.52	0.49	0.43	0.40	0.38	0.35	0.33	0.30	0.25	0.19	0.12	0.52	4
8	36	265.7	264.2	Poorly Graded Sand (SP) - Brown, Saturated	0.55	0.52	0.48	0.42	0.39	0.37	0.34	0.31	0.27	0.23	0.19	0.16	0.52	2
9	39	263.2	261.7	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.56	0.54	0.49	0.44	0.40	0.36	0.31	0.25	0.21	0.17	0.11	0.56	3
10	41	260.7	259.2	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.55	0.52	0.46	0.41	0.38	0.35	0.31	0.25	0.22	0.18	0.12	0.55	3
11	44	258.2	256.7	Poorly Graded Sand (SP) - Brown, Saturated	0.97	0.86	0.75	0.59	0.54	0.49	0.45	0.37	0.27	0.23	0.19	0.14	0.86	3
12	46	255.7	254.2	Poorly Graded Sand (SP) - Brown, Saturated	0.80	0.60	0.58	0.55	0.52	0.48	0.45	0.40	0.31	0.25	0.19	0.10	0.60	4
13	49	253.2	251.7	Poorly Graded Sand (SP) - Brown, Saturated	0.85	0.68	0.59	0.55	0.52	0.48	0.45	0.39	0.31	0.26	0.19	0.11	0.68	3
14	51	250.7	249.2	Poorly Graded Sand (SP) - Brown, Saturated	0.55	0.51	0.47	0.41	0.37	0.34	0.30	0.25	0.20	0.18	0.15	0.09	0.51	4
15	54	248.2	246.7	Poorly Graded Sand (SP) - Brown, Saturated	1.02	0.94	0.85	0.68	0.58	0.53	0.49	0.44	0.33	0.26	0.18	0.10	0.94	4
16	56	245.7	244.2	Poorly Graded Sand (SP) - Brown, Saturated	1.00	0.89	0.79	0.60	0.56	0.52	0.48	0.44	0.36	0.31	0.23	0.15	0.89	3
17	59	243.2	241.7	Poorly Graded Sand (SP) - Brown, Saturated	1.02	0.93	0.84	0.65	0.57	0.53	0.49	0.45	0.38	0.33	0.25	0.16	0.93	2
18	64	238.2	236.7	Poorly Graded Sand (SP) - Brown, Saturated	1.05	0.97	0.88	0.70	0.58	0.53	0.48	0.42	0.34	0.30	0.23	0.15	0.97	2
19	69	233.2	231.7	Poorly Graded Sand (SP) - Brown, Saturated	1.07	0.99	0.91	0.75	0.59	0.53	0.46	0.39	0.31	0.23	0.14	0.00	0.99	6
20	74	228.2	226.7	Poorly Graded Sand (SP) - Brown, Saturated	1.13	1.06	0.98	0.82	0.67	0.55	0.45	0.35	0.25	0.20	0.15	0.00	1.06	5
21	79	223.2	221.7	Poorly Graded Sand (SP) - Brown, Saturated	1.17	1.10	1.02	0.88	0.74	0.60	0.51	0.43	0.31	0.24	0.17	0.08	1.10	5
22	84	218.2	216.7	Poorly Graded Sand (SP) - Brown, Saturated	2.14	1.91	1.67	1.19	1.01	0.84	0.67	0.52	0.37	0.28	0.19	0.08	1.91	5
23	89	213.2	211.7	Poorly Graded Sand (SP) - Brown, Saturated	2.20	1.81	1.43	1.08	0.93	0.78	0.64	0.51	0.36	0.27	0.18	0.08	1.81	5
24	94	208.2	206.7	Poorly Graded Sand (SP) - Brown, Saturated	2.26	2.01	1.76	1.25	1.04	0.88	0.73	0.56	0.36	0.26	0.15	0.00	2.01	6
25	99	203.2	201.7	Poorly Graded Sand (SP) - Brown, Saturated	6.00	4.30	3.53	2.24	1.73	1.23	0.94	0.67	0.42	0.29	0.17	0.00	4.30	6
26	104	198.2	196.7	Poorly Graded Sand (SP) - Brown, Saturated	13.60	10.32	7.04	2.77	1.42	0.96	0.67	0.50	0.35	0.26	0.17	0.00	10.32	6		El. 195.7 / 86 ft
27	109	193.2	191.7	Poorly Graded Sand (SP) - Brown, Saturated	2.05	1.23	1.10	0.93	0.76	0.60	0.52	0.44	0.33	0.26	0.17	0.00	1.23	6
28	114	188.2	186.7	Poorly Graded Sand (SP) - Brown, Saturated	4.03	2.70	1.91	1.11	0.95	0.78	0.62	0.51	0.39	0.31	0.19	0.00	2.70	5
29	119	183.2	181.7	Poorly Graded Sand (SP) - Brown, Saturated	5.82	1.94	1.11	0.83	0.59	0.53	0.46	0.39	0.31	0.23	0.13	0.00	1.94	7
30	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
31	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
32	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
33	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
34	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
35	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
36	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
37	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
38	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
39	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
40	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
41	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
42	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
43	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
44	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
45	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
46	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
47	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
48	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
49	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0
50	0	0	0	0	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0

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

FILTER & AQUIFER BANDS

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

SIEVE DATA

Copy & paste grain size data below into "GRAVEL PACK DESIGN" spreadsheet
Well #	Sample Depth	Sample	"D" Sizes
			85	60	30	15	10
30-I8P2G-19	18.5	1	0.40	0.31	0.20	0.12	0.00
30-I8P2G-19	21	2	0.57	0.42	0.28	0.19	0.17
30-I8P2G-19	23.5	3	0.70	0.42	0.33	0.27	0.21
30-I8P2G-19	26	4	0.57	0.41	0.28	0.19	0.17
30-I8P2G-19	28.5	5	0.63	0.51	0.38	0.30	0.22
30-I8P2G-19	31	6	0.58	0.48	0.35	0.24	0.17
30-I8P2G-19	33.5	7	0.52	0.40	0.33	0.25	0.19
30-I8P2G-19	36	8	0.52	0.39	0.31	0.23	0.19
30-I8P2G-19	38.5	9	0.56	0.44	0.31	0.21	0.17
30-I8P2G-19	41	10	0.55	0.41	0.31	0.22	0.18
30-I8P2G-19	43.5	11	0.86	0.54	0.37	0.23	0.19
30-I8P2G-19	46	12	0.60	0.52	0.40	0.25	0.19
30-I8P2G-19	48.5	13	0.68	0.52	0.39	0.26	0.19
30-I8P2G-19	51	14	0.51	0.37	0.25	0.18	0.15
30-I8P2G-19	53.5	15	0.94	0.58	0.44	0.26	0.18
30-I8P2G-19	56	16	0.89	0.56	0.44	0.31	0.23
30-I8P2G-19	58.5	17	0.93	0.57	0.45	0.33	0.25
30-I8P2G-19	63.5	18	0.97	0.58	0.42	0.30	0.23
30-I8P2G-19	68.5	19	0.99	0.59	0.39	0.23	0.14
30-I8P2G-19	73.5	20	1.06	0.67	0.35	0.20	0.15
30-I8P2G-19	78.5	21	1.10	0.74	0.43	0.24	0.17
30-I8P2G-19	83.5	22	1.91	1.01	0.52	0.28	0.19
30-I8P2G-19	88.5	23	1.81	0.93	0.51	0.27	0.18
30-I8P2G-19	93.5	24	2.01	1.04	0.56	0.26	0.15
30-I8P2G-19	98.5	25	4.30	1.73	0.67	0.29	0.17
30-I8P2G-19	103.5	26	10.32	1.42	0.50	0.26	0.17
30-I8P2G-19	108.5	27	1.23	0.76	0.44	0.26	0.17
30-I8P2G-19	113.5	28	2.70	0.95	0.51	0.31	0.19
30-I8P2G-19	118.5	29	1.94	0.59	0.39	0.23	0.13
30-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
30-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		30-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Clayey Sand (SP-SC) - Brown/Grey, Saturated, Pockets Of Lean Clay			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		11/01/19			(Top of Sample Only)
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.34	Wt. Tare (g)		176.34	D85 (mm)	0.40	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		523.53	Wt. Tare + Dry soil (g)		488.05	Screen/Riser					Riser
Original Wt. Dry Soil (g)		347.19	Washed Wt. Dry Soil (g)		311.71	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	0.42
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.40
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.38
#8	2.360		0.15	0.15	0.15	0.0	100.0		D70	0.35
#16	1.180		0.40	0.40	0.55	0.2	99.8		D60	0.31
#30	0.600		4.09	4.09	4.64	1.3	98.7		D50	0.28
#40	0.425		20.75	20.75	25.39	7.3	92.7		D40	0.24
#50	0.300		126.32	126.32	151.71	43.7	56.3		D30	0.20
#100	0.150		132.61	132.61	284.32	81.9	18.1		D20	0.16
#200	0.075		26.08	26.08	310.40	89.4	10.6		D15	0.12
Pan	-----		0.88	0.88	311.28				D10	0.00
Total fines < #200 (g)		36.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		2.24

&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 #:		30-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:		10/31/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.93	Wt. Tare (g)		177.93	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)		475.77	Wt. Tare + Dry soil (g)		463.17	Screen/Riser					Riser
Original Wt. Dry Soil (g)		297.84	Washed Wt. Dry Soil (g)		285.24	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.60
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.57
#4	4.750		1.46	1.46	1.46	0.5	99.5		D80	0.54
#8	2.360		0.81	0.81	2.27	0.8	99.2		D70	0.48
#16	1.180		1.59	1.59	3.86	1.3	98.7		D60	0.42
#30	0.600		25.61	25.61	29.47	9.9	90.1		D50	0.37
#40	0.425		86.29	86.29	115.76	38.9	61.1		D40	0.33
#50	0.300		80.72	80.72	196.48	66.0	34.0		D30	0.28
#100	0.150		80.80	80.80	277.28	93.1	6.9		D20	0.22
#200	0.075		7.74	7.74	285.02	95.7	4.3		D15	0.19
Pan	-----		0.27	0.27	285.29				D10	0.17
Total fines < #200 (g)		12.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		3.06

&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 #:		30-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:		11/01/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.86	Wt. Tare (g)		176.86	D85 (mm)	0.70	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		494.32	Wt. Tare + Dry soil (g)		486.49	Screen/Riser					Riser
Original Wt. Dry Soil (g)		317.46	Washed Wt. Dry Soil (g)		309.63	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.88
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.70
#4	4.750		1.85	1.85	1.85	0.6	99.4		D80	0.58
#8	2.360		1.30	1.30	3.15	1.0	99.0		D70	0.49
#16	1.180		3.39	3.39	6.54	2.1	97.9		D60	0.42
#30	0.600		49.17	49.17	55.71	17.5	82.5		D50	0.39
#40	0.425		62.21	62.21	117.92	37.1	62.9		D40	0.36
#50	0.300		144.50	144.50	262.42	82.7	17.3		D30	0.33
#100	0.150		40.99	40.99	303.41	95.6	4.4		D20	0.31
#200	0.075		5.88	5.88	309.29	97.4	2.6		D15	0.27
Pan	-----		0.38	0.38	309.67				D10	0.21
Total fines < #200 (g)		8.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.16
Fineness Modulus		3.34

&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 #:		30-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:		10/31/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		175.44	Wt. Tare (g)		175.44	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)		474.25	Wt. Tare + Dry soil (g)		463.98	Screen/Riser					Riser
Original Wt. Dry Soil (g)		298.81	Washed Wt. Dry Soil (g)		288.54	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	0.57
#4	4.750		0.74	0.74	0.74	0.2	99.8		D80	0.54
#8	2.360		0.47	0.47	1.21	0.4	99.6		D70	0.47
#16	1.180		0.83	0.83	2.04	0.7	99.3		D60	0.41
#30	0.600		29.32	29.32	31.36	10.5	89.5		D50	0.37
#40	0.425		79.70	79.70	111.06	37.2	62.8		D40	0.33
#50	0.300		85.79	85.79	196.85	65.9	34.1		D30	0.28
#100	0.150		80.99	80.99	277.84	93.0	7.0		D20	0.22
#200	0.075		9.82	9.82	287.66	96.3	3.7		D15	0.19
Pan	-----		0.70	0.70	288.36				D10	0.17
Total fines < #200 (g)		11.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		3.04

&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 #:		30-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:		11/01/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.03	Wt. Tare (g)		176.03	D85 (mm)	0.63	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		480.31	Wt. Tare + Dry soil (g)		470.47	Screen/Riser					Riser
Original Wt. Dry Soil (g)		304.28	Washed Wt. Dry Soil (g)		294.44	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.82
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.63
#4	4.750		0.89	0.89	0.89	0.3	99.7		D80	0.58
#8	2.360		0.34	0.34	1.23	0.4	99.6		D70	0.55
#16	1.180		1.50	1.50	2.73	0.9	99.1		D60	0.51
#30	0.600		45.18	45.18	47.91	15.7	84.3		D50	0.47
#40	0.425		142.20	142.20	190.11	62.5	37.5		D40	0.43
#50	0.300		68.60	68.60	258.71	85.0	15.0		D30	0.38
#100	0.150		28.23	28.23	286.94	94.3	5.7		D20	0.33
#200	0.075		6.88	6.88	293.82	96.6	3.4		D15	0.30
Pan	-----		0.54	0.54	294.36				D10	0.22
Total fines < #200 (g)		10.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		3.56

&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 #:		30-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:		10/31/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.19	Wt. Tare (g)		177.19	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)		488.36	Wt. Tare + Dry soil (g)		473.71	Screen/Riser					Riser
Original Wt. Dry Soil (g)		311.17	Washed Wt. Dry Soil (g)		296.52	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.64
3/8'	9.500		2.10	2.10	2.10	0.7	99.3		D85	0.58
#4	4.750		0.86	0.86	2.96	1.0	99.0		D80	0.56
#8	2.360		0.67	0.67	3.63	1.2	98.8		D70	0.52
#16	1.180		1.05	1.05	4.68	1.5	98.5		D60	0.48
#30	0.600		28.59	28.59	33.27	10.7	89.3		D50	0.44
#40	0.425		132.42	132.42	165.69	53.2	46.8		D40	0.39
#50	0.300		86.31	86.31	252.00	81.0	19.0		D30	0.35
#100	0.150		33.17	33.17	285.17	91.6	8.4		D20	0.30
#200	0.075		10.34	10.34	295.51	95.0	5.0		D15	0.24
Pan	-----		0.98	0.98	296.49				D10	0.17
Total fines < #200 (g)		15.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.36

&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 #:		30-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:		11/01/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.72	Wt. Tare (g)		176.72	D85 (mm)	0.52	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		478.26	Wt. Tare + Dry soil (g)		467.65	Screen/Riser					Riser
Original Wt. Dry Soil (g)		301.54	Washed Wt. Dry Soil (g)		290.93	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	0.55
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.52
#4	4.750		1.07	1.07	1.07	0.4	99.6		D80	0.49
#8	2.360		0.43	0.43	1.50	0.5	99.5		D70	0.43
#16	1.180		0.08	0.08	1.58	0.5	99.5		D60	0.40
#30	0.600		4.27	4.27	5.85	1.9	98.1		D50	0.38
#40	0.425		89.21	89.21	95.06	31.5	68.5		D40	0.35
#50	0.300		148.25	148.25	243.31	80.7	19.3		D30	0.33
#100	0.150		39.69	39.69	283.00	93.9	6.1		D20	0.30
#200	0.075		7.84	7.84	290.84	96.5	3.5		D15	0.25
Pan	-----		0.63	0.63	291.47				D10	0.19
Total fines < #200 (g)		11.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.002	0		D5	0.12
Fineness Modulus		3.06

&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 #:		30-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:		11/01/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.17	Wt. Tare (g)		177.17	D85 (mm)	0.52	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		470.15	Wt. Tare + Dry soil (g)		464.95	Screen/Riser					Riser
Original Wt. Dry Soil (g)		292.98	Washed Wt. Dry Soil (g)		287.78	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	0.52
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.48
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.42
#16	1.180		0.40	0.40	0.40	0.1	99.9		D60	0.39
#30	0.600		9.11	9.11	9.51	3.2	96.8		D50	0.37
#40	0.425		72.79	72.79	82.30	28.1	71.9		D40	0.34
#50	0.300		137.98	137.98	220.28	75.2	24.8		D30	0.31
#100	0.150		61.59	61.59	281.87	96.2	3.8		D20	0.27
#200	0.075		6.07	6.07	287.94	98.3	1.7		D15	0.23
Pan	-----		0.20	0.20	288.14				D10	0.19
Total fines < #200 (g)		5.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.16
Fineness Modulus		3.01

&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 #:		30-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:		11/01/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.86	Wt. Tare (g)		177.86	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)		487.33	Wt. Tare + Dry soil (g)		479.3	Screen/Riser					Riser
Original Wt. Dry Soil (g)		309.47	Washed Wt. Dry Soil (g)		301.44	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		0.58	0.58	0.58	0.2	99.8		D80	0.54
#8	2.360		0.04	0.04	0.62	0.2	99.8		D70	0.49
#16	1.180		0.16	0.16	0.78	0.3	99.7		D60	0.44
#30	0.600		20.10	20.10	20.88	6.7	93.3		D50	0.40
#40	0.425		113.68	113.68	134.56	43.5	56.5		D40	0.36
#50	0.300		92.61	92.61	227.17	73.4	26.6		D30	0.31
#100	0.150		60.33	60.33	287.50	92.9	7.1		D20	0.25
#200	0.075		12.60	12.60	300.10	97.0	3.0		D15	0.21
Pan	-----		0.49	0.49	300.59				D10	0.17
Total fines < #200 (g)		8.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.997	0		D5	0.11
Fineness Modulus		3.14

&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 #:		30-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:		11/01/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.26	Wt. Tare (g)		125.26	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)		436.64	Wt. Tare + Dry soil (g)		425.87	Screen/Riser					Riser
Original Wt. Dry Soil (g)		311.38	Washed Wt. Dry Soil (g)		300.61	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	0.58
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	0.52
#8	2.360		0.04	0.04	0.04	0.0	100.0		D70	0.46
#16	1.180		0.35	0.35	0.39	0.1	99.9		D60	0.41
#30	0.600		17.99	17.99	18.38	5.9	94.1		D50	0.38
#40	0.425		95.09	95.09	113.47	36.4	63.6		D40	0.35
#50	0.300		115.57	115.57	229.04	73.6	26.4		D30	0.31
#100	0.150		63.11	63.11	292.15	93.8	6.2		D20	0.25
#200	0.075		8.55	8.55	300.70	96.6	3.4		D15	0.22
Pan	-----		0.58	0.58	301.28				D10	0.18
Total fines < #200 (g)		11.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.002	0		D5	0.12
Fineness Modulus		3.06

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

# (10)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (11)

Project Name:		Island 8 Parcel 2			Relief Well #:		30-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:		11/01/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		124.98	Wt. Tare (g)		124.98	D85 (mm)	0.86	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		441.8	Wt. Tare + Dry soil (g)		433.07	Screen/Riser					Riser
Original Wt. Dry Soil (g)		316.82	Washed Wt. Dry Soil (g)		308.09	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.97
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.86
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.75
#8	2.360		0.16	0.16	0.16	0.1	99.9		D70	0.59
#16	1.180		0.53	0.53	0.69	0.2	99.8		D60	0.54
#30	0.600		85.21	85.21	85.90	27.1	72.9		D50	0.49
#40	0.425		120.34	120.34	206.24	65.1	34.9		D40	0.45
#50	0.300		36.10	36.10	242.34	76.5	23.5		D30	0.37
#100	0.150		58.10	58.10	300.44	94.8	5.2		D20	0.27
#200	0.075		7.10	7.10	307.54	97.1	2.9		D15	0.23
Pan	-----		0.44	0.44	307.98				D10	0.19
Total fines < #200 (g)		9.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.14
Fineness Modulus		3.61

&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 #:		30-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:		10/31/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.25	Wt. Tare (g)		127.25	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)		483.9	Wt. Tare + Dry soil (g)		470.86	Screen/Riser					Riser
Original Wt. Dry Soil (g)		356.65	Washed Wt. Dry Soil (g)		343.61	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		1.53	1.53	1.53	0.4	99.6		D85	0.60
#4	4.750		0.81	0.81	2.34	0.7	99.3		D80	0.58
#8	2.360		0.00	0.00	2.34	0.7	99.3		D70	0.55
#16	1.180		0.21	0.21	2.55	0.7	99.3		D60	0.52
#30	0.600		51.01	51.01	53.56	15.0	85.0		D50	0.48
#40	0.425		187.80	187.80	241.36	67.7	32.3		D40	0.45
#50	0.300		49.46	49.46	290.82	81.5	18.5		D30	0.40
#100	0.150		40.90	40.90	331.72	93.0	7.0		D20	0.31
#200	0.075		11.42	11.42	343.14	96.2	3.8		D15	0.25
Pan	-----		0.49	0.49	343.63				D10	0.19
Total fines < #200 (g)		13.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		3.56

&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 #:		30-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:		10/31/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		124.76	Wt. Tare (g)		124.76	D85 (mm)	0.68	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		445.5	Wt. Tare + Dry soil (g)		434.98	Screen/Riser					Riser
Original Wt. Dry Soil (g)		320.74	Washed Wt. Dry Soil (g)		310.22	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	0.85
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.68
#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	0.52
#30	0.600		55.74	55.74	55.76	17.4	82.6		D50	0.48
#40	0.425		155.47	155.47	211.23	65.9	34.1		D40	0.45
#50	0.300		50.41	50.41	261.64	81.6	18.4		D30	0.39
#100	0.150		38.38	38.38	300.02	93.5	6.5		D20	0.31
#200	0.075		9.92	9.92	309.94	96.6	3.4		D15	0.26
Pan	-----		0.27	0.27	310.21				D10	0.19
Total fines < #200 (g)		10.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		3.55

&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 #:		30-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		51
Date Received:		12/31/99
Date Tested:		11/04/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.31	Wt. Tare (g)		127.31	D85 (mm)	0.51	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		441.24	Wt. Tare + Dry soil (g)		430.34	Screen/Riser					Riser
Original Wt. Dry Soil (g)		313.93	Washed Wt. Dry Soil (g)		303.03	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	0.55
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.51
#4	4.750		0.17	0.17	0.17	0.1	99.9		D80	0.47
#8	2.360		0.00	0.00	0.17	0.1	99.9		D70	0.41
#16	1.180		0.17	0.17	0.34	0.1	99.9		D60	0.37
#30	0.600		12.89	12.89	13.23	4.2	95.8		D50	0.34
#40	0.425		68.19	68.19	81.42	25.9	74.1		D40	0.30
#50	0.300		108.10	108.10	189.52	60.4	39.6		D30	0.25
#100	0.150		93.52	93.52	283.04	90.2	9.8		D20	0.20
#200	0.075		19.08	19.08	302.12	96.2	3.8		D15	0.18
Pan	-----		0.87	0.87	302.99				D10	0.15
Total fines < #200 (g)		11.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		2.77

&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 #:		30-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:		11/01/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.13	Wt. Tare (g)		125.13	D85 (mm)	0.94	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		441.57	Wt. Tare + Dry soil (g)		429.79	Screen/Riser					Riser
Original Wt. Dry Soil (g)		316.44	Washed Wt. Dry Soil (g)		304.66	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	1.02
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.94
#4	4.750		0.74	0.74	0.74	0.2	99.8		D80	0.85
#8	2.360		0.06	0.06	0.80	0.3	99.7		D70	0.68
#16	1.180		0.84	0.84	1.64	0.5	99.5		D60	0.58
#30	0.600		109.29	109.29	110.93	35.1	64.9		D50	0.53
#40	0.425		121.49	121.49	232.42	73.4	26.6		D40	0.49
#50	0.300		26.96	26.96	259.38	82.0	18.0		D30	0.44
#100	0.150		32.39	32.39	291.77	92.2	7.8		D20	0.33
#200	0.075		12.42	12.42	304.19	96.1	3.9		D15	0.26
Pan	-----		0.91	0.91	305.10				D10	0.18
Total fines < #200 (g)		12.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.10
Fineness Modulus		3.80

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

# (15)

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

&R&8&F

TEST

Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample

GRAIN SIZE IN MILLIMETERS

PERCENT PASSING BY WEIGHT

SIEVE ANALYSIS GRADATION CURVES

# (16)

Project Name:		Island 8 Parcel 2			Relief Well #:		30-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:		10/31/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.89	Wt. Tare (g)		127.89	D85 (mm)	0.89	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		446.32	Wt. Tare + Dry soil (g)		438.74	Screen/Riser					Riser
Original Wt. Dry Soil (g)		318.43	Washed Wt. Dry Soil (g)		310.85	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		0.00	0.00	0.00	0.0	100.0		D85	0.89
#4	4.750		2.89	2.89	2.89	0.9	99.1		D80	0.79
#8	2.360		0.65	0.65	3.54	1.1	98.9		D70	0.60
#16	1.180		1.39	1.39	4.93	1.5	98.5		D60	0.56
#30	0.600		87.00	87.00	91.93	28.9	71.1		D50	0.52
#40	0.425		141.06	141.06	232.99	73.2	26.8		D40	0.48
#50	0.300		41.51	41.51	274.50	86.2	13.8		D30	0.44
#100	0.150		27.76	27.76	302.26	94.9	5.1		D20	0.36
#200	0.075		8.07	8.07	310.33	97.5	2.5		D15	0.31
Pan	-----		0.41	0.41	310.74				D10	0.23
Total fines < #200 (g)		8.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.84

&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 #:		30-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:		11/01/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.69	Wt. Tare (g)		128.69	D85 (mm)	0.93	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		446.58	Wt. Tare + Dry soil (g)		438.83	Screen/Riser					Riser
Original Wt. Dry Soil (g)		317.89	Washed Wt. Dry Soil (g)		310.14	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	1.02
3/8'	9.500		1.60	1.60	1.60	0.5	99.5		D85	0.93
#4	4.750		0.00	0.00	1.60	0.5	99.5		D80	0.84
#8	2.360		0.16	0.16	1.76	0.6	99.4		D70	0.65
#16	1.180		2.78	2.78	4.54	1.4	98.6		D60	0.57
#30	0.600		99.75	99.75	104.29	32.8	67.2		D50	0.53
#40	0.425		135.93	135.93	240.22	75.6	24.4		D40	0.49
#50	0.300		38.42	38.42	278.64	87.7	12.3		D30	0.45
#100	0.150		24.21	24.21	302.85	95.3	4.7		D20	0.38
#200	0.075		7.37	7.37	310.22	97.6	2.4		D15	0.33
Pan	-----		0.44	0.44	310.66				D10	0.25
Total fines < #200 (g)		8.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.002	0		D5	0.16
Fineness Modulus		3.92

&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 #:		30-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		10/31/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.39	Wt. Tare (g)		128.39	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)		479.95	Wt. Tare + Dry soil (g)		472.56	Screen/Riser					Riser
Original Wt. Dry Soil (g)		351.56	Washed Wt. Dry Soil (g)		344.17	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		1.90	1.90	1.90	0.5	99.5		D85	0.97
#4	4.750		5.25	5.25	7.15	2.0	98.0		D80	0.88
#8	2.360		0.79	0.79	7.94	2.3	97.7		D70	0.70
#16	1.180		1.31	1.31	9.25	2.6	97.4		D60	0.58
#30	0.600		117.34	117.34	126.59	36.0	64.0		D50	0.53
#40	0.425		118.59	118.59	245.18	69.7	30.3		D40	0.48
#50	0.300		53.35	53.35	298.53	84.9	15.1		D30	0.42
#100	0.150		36.57	36.57	335.10	95.3	4.7		D20	0.34
#200	0.075		8.64	8.64	343.74	97.8	2.2		D15	0.30
Pan	-----		0.32	0.32	344.06				D10	0.23
Total fines < #200 (g)		7.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.91

&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 #:		30-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:		10/31/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		154.44	Wt. Tare (g)		154.44	D85 (mm)	0.99	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		502.6	Wt. Tare + Dry soil (g)		480.85	Screen/Riser					Riser
Original Wt. Dry Soil (g)		348.16	Washed Wt. Dry Soil (g)		326.41	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.07
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.99
#4	4.750		0.80	0.80	0.80	0.2	99.8		D80	0.91
#8	2.360		0.33	0.33	1.13	0.3	99.7		D70	0.75
#16	1.180		9.79	9.79	10.92	3.1	96.9		D60	0.59
#30	0.600		125.37	125.37	136.29	39.1	60.9		D50	0.53
#40	0.425		93.51	93.51	229.80	66.0	34.0		D40	0.46
#50	0.300		51.52	51.52	281.32	80.8	19.2		D30	0.39
#100	0.150		30.41	30.41	311.73	89.5	10.5		D20	0.31
#200	0.075		14.16	14.16	325.89	93.6	6.4		D15	0.23
Pan	-----		1.35	1.35	327.24				D10	0.14
Total fines < #200 (g)		23.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.003	0		D5	0.00
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 #:		30-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:		11/01/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		155.91	Wt. Tare (g)		155.91	D85 (mm)	1.06	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		595.48	Wt. Tare + Dry soil (g)		574.97	Screen/Riser					Riser
Original Wt. Dry Soil (g)		439.57	Washed Wt. Dry Soil (g)		419.06	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.13
3/8'	9.500		5.88	5.88	5.88	1.3	98.7		D85	1.06
#4	4.750		1.18	1.18	7.06	1.6	98.4		D80	0.98
#8	2.360		1.80	1.80	8.86	2.0	98.0		D70	0.82
#16	1.180		22.17	22.17	31.03	7.1	92.9		D60	0.67
#30	0.600		164.37	164.37	195.40	44.5	55.5		D50	0.55
#40	0.425		78.02	78.02	273.42	62.2	37.8		D40	0.45
#50	0.300		56.08	56.08	329.50	75.0	25.0		D30	0.35
#100	0.150		67.94	67.94	397.44	90.4	9.6		D20	0.25
#200	0.075		19.33	19.33	416.77	94.8	5.2		D15	0.20
Pan	-----		1.67	1.67	418.44				D10	0.15
Total fines < #200 (g)		22.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		3.79

&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 #:		30-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:		11/01/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		242.07	Wt. Tare (g)		242.07	D85 (mm)	1.10	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		696.58	Wt. Tare + Dry soil (g)		677.06	Screen/Riser					Riser
Original Wt. Dry Soil (g)		454.51	Washed Wt. Dry Soil (g)		434.99	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	1.17
3/8'	9.500		3.66	3.66	3.66	0.8	99.2		D85	1.10
#4	4.750		4.86	4.86	8.52	1.9	98.1		D80	1.02
#8	2.360		1.32	1.32	9.84	2.2	97.8		D70	0.88
#16	1.180		31.61	31.61	41.45	9.1	90.9		D60	0.74
#30	0.600		183.88	183.88	225.33	49.6	50.4		D50	0.60
#40	0.425		92.97	92.97	318.30	70.0	30.0		D40	0.51
#50	0.300		50.62	50.62	368.92	81.2	18.8		D30	0.43
#100	0.150		45.77	45.77	414.69	91.2	8.8		D20	0.31
#200	0.075		18.05	18.05	432.74	95.2	4.8		D15	0.24
Pan	-----		1.99	1.99	434.73				D10	0.17
Total fines < #200 (g)		21.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.08
Fineness Modulus		4.01

&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…

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