Pilot Hole Sieve Data_38-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 solicitation requests offers for a seepage remediation project on Island 8, Parcel 2. The project scope 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 placement to prevent scouring, and removing snags and debris from Running Slough. This is advertised as a service-disabled veteran owned small business set-aside procurement using sealed bid procedures. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Memphis. The work location is in Fulton County, Kentucky.

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Other files

File	Type	Posted
Official Abstract Signed.pdf	PDF	Sep 2, 2021
Site Visit Attendance forms- W912EQ21B0009.pdf	PDF	Aug 25, 2021
Pilot Hole Sieve Data_08-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_13-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_16-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_11-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_79-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_41-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_71-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_65-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_25-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_75-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_49-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_63-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_73-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_42-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_78-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_44-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_09-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_59-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_15-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_28-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_39-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_30-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_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):	78
Well #:	38-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301.17															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	282.7	281.2	Poorly Graded Sand (SP) - Brown, Saturated	0.38	0.36	0.33	0.29	0.27	0.24	0.22	0.20	0.17	0.16	0.15	0.00	0.36	6	RISER	El. 281.2 / 20 ft	Blue	Borderline
2	21	280.2	278.7	Poorly Graded Sand (SP) - Brown, Saturated	0.56	0.48	0.41	0.29	0.27	0.25	0.22	0.20	0.17	0.16	0.14	0.08	0.48	5	SCREEN		Red	Fail
3	24	277.7	276.2	Poorly Graded Sand (SP) - Brown, Saturated	0.53	0.45	0.39	0.31	0.27	0.23	0.19	0.15	0.12	0.10	0.08	0.00	0.45	7			Black	Pass
4	26	275.2	273.7	Poorly Graded Sand (SP) - Brown, Saturated	0.83	0.64	0.56	0.44	0.39	0.36	0.32	0.27	0.22	0.20	0.17	0.12	0.64	3
5	29	272.7	271.2	Poorly Graded Sand (SP) - Brown, Saturated	0.50	0.42	0.39	0.34	0.30	0.27	0.24	0.21	0.19	0.17	0.16	0.11	0.42	3
6	31	270.2	268.7	Poorly Graded Sand (SP) - Brown, Saturated	0.79	0.60	0.58	0.53	0.49	0.45	0.40	0.36	0.31	0.28	0.21	0.15	0.60	3
7	34	267.7	266.2	Poorly Graded Sand (SP) - Brown, Saturated	0.59	0.57	0.55	0.51	0.47	0.43	0.36	0.29	0.23	0.20	0.17	0.12	0.57	3
8	36	265.2	263.7	Poorly Graded Sand (SP) - Brown, Saturated	0.56	0.54	0.51	0.47	0.43	0.40	0.37	0.34	0.31	0.29	0.22	0.15	0.54	3
9	39	262.7	261.2	Poorly Graded Sand (SP) - Brown, Saturated	0.56	0.53	0.50	0.45	0.41	0.38	0.36	0.33	0.30	0.25	0.20	0.15	0.53	3
10	41	260.2	258.7	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.55	0.53	0.48	0.44	0.38	0.32	0.25	0.18	0.15	0.11	0.00	0.55	5
11	44	257.7	256.2	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.56	0.54	0.50	0.46	0.42	0.37	0.32	0.25	0.21	0.17	0.11	0.56	3
12	46	255.2	253.7	Poorly Graded Sand (SP) - Brown, Saturated	0.55	0.48	0.42	0.37	0.32	0.28	0.25	0.22	0.19	0.17	0.16	0.10	0.48	4
13	49	252.7	251.2	Poorly Graded Sand (SP) - Brown, Saturated	0.70	0.58	0.54	0.46	0.38	0.31	0.27	0.23	0.18	0.16	0.13	0.08	0.58	4
14	51	250.2	248.7	Poorly Graded Sand (SP) - Brown, Saturated	0.88	0.73	0.60	0.55	0.50	0.46	0.40	0.32	0.23	0.18	0.13	0.00	0.73	5
15	54	247.7	246.2	Poorly Graded Sand (SP) - Brown, Saturated	1.01	0.92	0.83	0.66	0.57	0.53	0.48	0.44	0.34	0.29	0.21	0.12	0.92	3
16	56	245.2	243.7	Poorly Graded Sand (SP) - Brown, Saturated	0.75	0.59	0.57	0.53	0.49	0.45	0.41	0.36	0.31	0.27	0.19	0.11	0.59	4
17	59	242.7	241.2	Poorly Graded Sand (SP) - Brown, Saturated	0.77	0.60	0.57	0.53	0.49	0.45	0.40	0.36	0.31	0.27	0.21	0.13	0.60	3
18	64	237.7	236.2	Poorly Graded Sand (SP) - Brown, Saturated	0.93	0.81	0.68	0.57	0.53	0.49	0.44	0.39	0.33	0.30	0.21	0.11	0.81	4
19	69	232.7	231.2	Poorly Graded Sand (SP) - Brown, Saturated	0.98	0.86	0.75	0.58	0.52	0.45	0.38	0.30	0.20	0.15	0.12	0.09	0.86	3
20	74	227.7	226.2	Poorly Graded Sand (SP) - Brown, Saturated	0.95	0.82	0.68	0.56	0.49	0.43	0.35	0.28	0.22	0.19	0.16	0.10	0.82	4
21	79	222.7	221.2	Poorly Graded Sand (SP) - Brown, Saturated, Trace Silt	1.02	0.92	0.82	0.62	0.52	0.42	0.31	0.24	0.18	0.14	0.11	0.00	0.92	5
22	84	217.7	216.2	Poorly Graded Sand (SP) - Brown, Saturated	1.80	1.40	1.15	1.04	0.92	0.80	0.68	0.56	0.45	0.37	0.27	0.14	1.40	3
23	89	212.7	211.2	Poorly Graded Sand (SP) - Brown, Saturated	2.14	1.64	1.18	1.06	0.95	0.84	0.73	0.61	0.48	0.39	0.25	0.11	1.64	4
24	94	207.7	206.2	Poorly Graded Sand (SP) - Brown, Saturated	2.68	2.15	1.88	1.34	1.08	0.93	0.78	0.64	0.46	0.34	0.20	0.09	2.15	4		El. 203.2 / 78 ft
25	99	202.7	201.2	Poorly Graded Sand (SP) - Brown, Saturated	6.51	4.69	4.29	3.49	2.69	1.94	1.23	0.89	0.58	0.44	0.27	0.10	4.69	4
26	104	197.7	196.2	Poorly Graded Sand (SP) - Brown, Saturated, Gravel	8.50	7.45	6.39	4.49	3.31	2.17	1.20	0.89	0.59	0.46	0.28	0.09	7.45	4
27	109	192.7	191.2	Poorly Graded Sand (SP) - Brown, Saturated, Gravel	7.34	5.47	4.46	3.54	2.61	1.63	1.05	0.82	0.59	0.41	0.23	0.08	5.47	5
28	114	187.7	186.2	Poorly Graded Sand (SP) - Brown, Saturated, Gravel	6.67	4.74	4.41	3.76	3.10	2.44	1.88	1.34	0.78	0.51	0.28	0.10	4.74	4
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
38-I8P2G-19	18.5	1	0.36	0.27	0.20	0.16	0.15
38-I8P2G-19	21	2	0.48	0.27	0.20	0.16	0.14
38-I8P2G-19	23.5	3	0.45	0.27	0.15	0.10	0.08
38-I8P2G-19	26	4	0.64	0.39	0.27	0.20	0.17
38-I8P2G-19	28.5	5	0.42	0.30	0.21	0.17	0.16
38-I8P2G-19	31	6	0.60	0.49	0.36	0.28	0.21
38-I8P2G-19	33.5	7	0.57	0.47	0.29	0.20	0.17
38-I8P2G-19	36	8	0.54	0.43	0.34	0.29	0.22
38-I8P2G-19	38.5	9	0.53	0.41	0.33	0.25	0.20
38-I8P2G-19	41	10	0.55	0.44	0.25	0.15	0.11
38-I8P2G-19	43.5	11	0.56	0.46	0.32	0.21	0.17
38-I8P2G-19	46	12	0.48	0.32	0.22	0.17	0.16
38-I8P2G-19	48.5	13	0.58	0.38	0.23	0.16	0.13
38-I8P2G-19	51	14	0.73	0.50	0.32	0.18	0.13
38-I8P2G-19	53.5	15	0.92	0.57	0.44	0.29	0.21
38-I8P2G-19	56	16	0.59	0.49	0.36	0.27	0.19
38-I8P2G-19	58.5	17	0.60	0.49	0.36	0.27	0.21
38-I8P2G-19	63.5	18	0.81	0.53	0.39	0.30	0.21
38-I8P2G-19	68.5	19	0.86	0.52	0.30	0.15	0.12
38-I8P2G-19	73.5	20	0.82	0.49	0.28	0.19	0.16
38-I8P2G-19	78.5	21	0.92	0.52	0.24	0.14	0.11
38-I8P2G-19	83.5	22	1.40	0.92	0.56	0.37	0.27
38-I8P2G-19	88.5	23	1.64	0.95	0.61	0.39	0.25
38-I8P2G-19	93.5	24	2.15	1.08	0.64	0.34	0.20
38-I8P2G-19	98.5	25	4.69	2.69	0.89	0.44	0.27
38-I8P2G-19	103.5	26	7.45	3.31	0.89	0.46	0.28
38-I8P2G-19	108.5	27	5.47	2.61	0.82	0.41	0.23
38-I8P2G-19	113.5	28	4.74	3.10	1.34	0.51	0.28
38-I8P2G-19	0	29	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
38-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		11/21/19			(Top of Sample Only)
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.14	Wt. Tare (g)		177.14	D85 (mm)	0.36	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		456.85	Wt. Tare + Dry soil (g)		439.5	Screen/Riser					Riser
Original Wt. Dry Soil (g)		279.71	Washed Wt. Dry Soil (g)		262.36	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	0.38
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.36
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.33
#8	2.360		0.14	0.14	0.14	0.1	99.9		D70	0.29
#16	1.180		0.15	0.15	0.29	0.1	99.9		D60	0.27
#30	0.600		1.17	1.17	1.46	0.5	99.5		D50	0.24
#40	0.425		5.56	5.56	7.02	2.5	97.5		D40	0.22
#50	0.300		62.62	62.62	69.64	24.9	75.1		D30	0.20
#100	0.150		184.39	184.39	254.03	90.8	9.2		D20	0.17
#200	0.075		8.05	8.05	262.08	93.7	6.3		D15	0.16
Pan	-----		0.47	0.47	262.55				D10	0.15
Total fines < #200 (g)		17.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.00
Fineness Modulus		2.13

&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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		21
Date Received:		12/31/99
Date Tested:		11/25/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.22	Wt. Tare (g)		177.22	D85 (mm)	0.48	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		478.48	Wt. Tare + Dry soil (g)		464.55	Screen/Riser					Riser
Original Wt. Dry Soil (g)		301.26	Washed Wt. Dry Soil (g)		287.33	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	0.56
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.48
#4	4.750		0.56	0.56	0.56	0.2	99.8		D80	0.41
#8	2.360		0.30	0.30	0.86	0.3	99.7		D70	0.29
#16	1.180		2.20	2.20	3.06	1.0	99.0		D60	0.27
#30	0.600		19.42	19.42	22.48	7.5	92.5		D50	0.25
#40	0.425		33.76	33.76	56.24	18.7	81.3		D40	0.22
#50	0.300		27.48	27.48	83.72	27.8	72.2		D30	0.20
#100	0.150		185.42	185.42	269.14	89.3	10.7		D20	0.17
#200	0.075		17.72	17.72	286.86	95.2	4.8		D15	0.16
Pan	-----		0.58	0.58	287.44				D10	0.14
Total fines < #200 (g)		14.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.40

&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 #:		38-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:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.28	Wt. Tare (g)		127.28	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)		442.76	Wt. Tare + Dry soil (g)		422.06	Screen/Riser					Riser
Original Wt. Dry Soil (g)		315.48	Washed Wt. Dry Soil (g)		294.78	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	0.53
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.45
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.39
#8	2.360		0.10	0.10	0.10	0.0	100.0		D70	0.31
#16	1.180		0.69	0.69	0.79	0.3	99.7		D60	0.27
#30	0.600		15.50	15.50	16.29	5.2	94.8		D50	0.23
#40	0.425		35.76	35.76	52.05	16.5	83.5		D40	0.19
#50	0.300		45.49	45.49	97.54	30.9	69.1		D30	0.15
#100	0.150		124.26	124.26	221.80	70.3	29.7		D20	0.12
#200	0.075		71.40	71.40	293.20	92.9	7.1		D15	0.10
Pan	-----		1.58	1.58	294.78				D10	0.08
Total fines < #200 (g)		22.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.16

&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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		26
Date Received:		12/31/99
Date Tested:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.43	Wt. Tare (g)		121.43	D85 (mm)	0.64	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		441.08	Wt. Tare + Dry soil (g)		430.64	Screen/Riser					Riser
Original Wt. Dry Soil (g)		319.65	Washed Wt. Dry Soil (g)		309.21	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.83
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.64
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.56
#8	2.360		0.69	0.69	0.69	0.2	99.8		D70	0.44
#16	1.180		1.54	1.54	2.23	0.7	99.3		D60	0.39
#30	0.600		49.16	49.16	51.39	16.1	83.9		D50	0.36
#40	0.425		49.37	49.37	100.76	31.5	68.5		D40	0.32
#50	0.300		105.53	105.53	206.29	64.5	35.5		D30	0.27
#100	0.150		94.08	94.08	300.37	94.0	6.0		D20	0.22
#200	0.075		8.32	8.32	308.69	96.6	3.4		D15	0.20
Pan	-----		0.27	0.27	308.96				D10	0.17
Total fines < #200 (g)		10.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.12
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 #:		38-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:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.43	Wt. Tare (g)		127.43	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)		440.22	Wt. Tare + Dry soil (g)		430.61	Screen/Riser					Riser
Original Wt. Dry Soil (g)		312.79	Washed Wt. Dry Soil (g)		303.18	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	0.50
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	0.39
#8	2.360		0.57	0.57	0.57	0.2	99.8		D70	0.34
#16	1.180		1.29	1.29	1.86	0.6	99.4		D60	0.30
#30	0.600		11.74	11.74	13.60	4.3	95.7		D50	0.27
#40	0.425		30.13	30.13	43.73	14.0	86.0		D40	0.24
#50	0.300		76.68	76.68	120.41	38.5	61.5		D30	0.21
#100	0.150		171.63	171.63	292.04	93.4	6.6		D20	0.19
#200	0.075		10.85	10.85	302.89	96.8	3.2		D15	0.17
Pan	-----		0.28	0.28	303.17				D10	0.16
Total fines < #200 (g)		9.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		2.48

&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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		31
Date Received:		12/31/99
Date Tested:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.32	Wt. Tare (g)		120.32	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)		436.31	Wt. Tare + Dry soil (g)		428.63	Screen/Riser					Riser
Original Wt. Dry Soil (g)		315.99	Washed Wt. Dry Soil (g)		308.31	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.79
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.60
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.58
#8	2.360		0.78	0.78	0.78	0.2	99.8		D70	0.53
#16	1.180		2.60	2.60	3.38	1.1	98.9		D60	0.49
#30	0.600		42.12	42.12	45.50	14.4	85.6		D50	0.45
#40	0.425		128.73	128.73	174.23	55.1	44.9		D40	0.40
#50	0.300		87.96	87.96	262.19	83.0	17.0		D30	0.36
#100	0.150		38.87	38.87	301.06	95.3	4.7		D20	0.31
#200	0.075		7.02	7.02	308.08	97.5	2.5		D15	0.28
Pan	-----		0.22	0.22	308.30				D10	0.21
Total fines < #200 (g)		7.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.47

&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 #:		38-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:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.36	Wt. Tare (g)		125.36	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)		439.89	Wt. Tare + Dry soil (g)		430.26	Screen/Riser					Riser
Original Wt. Dry Soil (g)		314.53	Washed Wt. Dry Soil (g)		304.9	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.59
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		0.00	0.00	0.00	0.0	100.0		D70	0.51
#16	1.180		0.11	0.11	0.11	0.0	100.0		D60	0.47
#30	0.600		22.91	22.91	23.02	7.3	92.7		D50	0.43
#40	0.425		137.02	137.02	160.04	50.9	49.1		D40	0.36
#50	0.300		57.50	57.50	217.54	69.2	30.8		D30	0.29
#100	0.150		76.74	76.74	294.28	93.6	6.4		D20	0.23
#200	0.075		10.10	10.10	304.38	96.8	3.2		D15	0.20
Pan	-----		0.43	0.43	304.81				D10	0.17
Total fines < #200 (g)		10.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.18

&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 #:		38-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:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		124.83	Wt. Tare (g)		124.83	D85 (mm)	0.54	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		443.2	Wt. Tare + Dry soil (g)		434.77	Screen/Riser					Riser
Original Wt. Dry Soil (g)		318.37	Washed Wt. Dry Soil (g)		309.94	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	0.54
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.51
#8	2.360		0.01	0.01	0.01	0.0	100.0		D70	0.47
#16	1.180		0.01	0.01	0.02	0.0	100.0		D60	0.43
#30	0.600		2.65	2.65	2.67	0.8	99.2		D50	0.40
#40	0.425		125.37	125.37	128.04	40.2	59.8		D40	0.37
#50	0.300		141.12	141.12	269.16	84.5	15.5		D30	0.34
#100	0.150		33.30	33.30	302.46	95.0	5.0		D20	0.31
#200	0.075		7.30	7.30	309.76	97.3	2.7		D15	0.29
Pan	-----		0.20	0.20	309.96				D10	0.22
Total fines < #200 (g)		8.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.18

&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 #:		38-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:		11/25/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.95	Wt. Tare (g)		126.95	D85 (mm)	0.53	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		430.18	Wt. Tare + Dry soil (g)		421.83	Screen/Riser					Riser
Original Wt. Dry Soil (g)		303.23	Washed Wt. Dry Soil (g)		294.88	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.56
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.53
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.50
#8	2.360		0.06	0.06	0.06	0.0	100.0		D70	0.45
#16	1.180		0.16	0.16	0.22	0.1	99.9		D60	0.41
#30	0.600		7.05	7.05	7.27	2.4	97.6		D50	0.38
#40	0.425		98.01	98.01	105.28	34.7	65.3		D40	0.36
#50	0.300		137.09	137.09	242.37	79.9	20.1		D30	0.33
#100	0.150		45.64	45.64	288.01	95.0	5.0		D20	0.30
#200	0.075		6.75	6.75	294.76	97.2	2.8		D15	0.25
Pan	-----		0.24	0.24	295.00				D10	0.20
Total fines < #200 (g)		8.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		3.09

&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 #:		38-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:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.19	Wt. Tare (g)		125.19	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)		447.35	Wt. Tare + Dry soil (g)		432.76	Screen/Riser					Riser
Original Wt. Dry Soil (g)		322.16	Washed Wt. Dry Soil (g)		307.57	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		0.07	0.07	0.07	0.0	100.0		D70	0.48
#16	1.180		0.06	0.06	0.13	0.0	100.0		D60	0.44
#30	0.600		15.61	15.61	15.74	4.9	95.1		D50	0.38
#40	0.425		122.30	122.30	138.04	42.8	57.2		D40	0.32
#50	0.300		63.55	63.55	201.59	62.6	37.4		D30	0.25
#100	0.150		70.20	70.20	271.79	84.4	15.6		D20	0.18
#200	0.075		33.99	33.99	305.78	94.9	5.1		D15	0.15
Pan	-----		1.68	1.68	307.46				D10	0.11
Total fines < #200 (g)		16.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.90

&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 #:		38-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:		11/25/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.73	Wt. Tare (g)		120.73	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)		443.95	Wt. Tare + Dry soil (g)		435.65	Screen/Riser					Riser
Original Wt. Dry Soil (g)		323.22	Washed Wt. Dry Soil (g)		314.92	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	0.58
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.56
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.54
#8	2.360		0.10	0.10	0.10	0.0	100.0		D70	0.50
#16	1.180		0.15	0.15	0.25	0.1	99.9		D60	0.46
#30	0.600		16.08	16.08	16.33	5.1	94.9		D50	0.42
#40	0.425		144.37	144.37	160.70	49.7	50.3		D40	0.37
#50	0.300		77.53	77.53	238.23	73.7	26.3		D30	0.32
#100	0.150		60.44	60.44	298.67	92.4	7.6		D20	0.25
#200	0.075		15.92	15.92	314.59	97.3	2.7		D15	0.21
Pan	-----		0.29	0.29	314.88				D10	0.17
Total fines < #200 (g)		8.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		3.18

&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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		46
Date Received:		12/31/99
Date Tested:		11/25/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.53	Wt. Tare (g)		129.53	D85 (mm)	0.48	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		439.77	Wt. Tare + Dry soil (g)		427.67	Screen/Riser					Riser
Original Wt. Dry Soil (g)		310.24	Washed Wt. Dry Soil (g)		298.14	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	0.55
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.48
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.42
#8	2.360		0.09	0.09	0.09	0.0	100.0		D70	0.37
#16	1.180		0.70	0.70	0.79	0.3	99.7		D60	0.32
#30	0.600		19.21	19.21	20.00	6.4	93.6		D50	0.28
#40	0.425		38.94	38.94	58.94	19.0	81.0		D40	0.25
#50	0.300		81.10	81.10	140.04	45.1	54.9		D30	0.22
#100	0.150		146.52	146.52	286.56	92.4	7.6		D20	0.19
#200	0.075		11.28	11.28	297.84	96.0	4.0		D15	0.17
Pan	-----		0.38	0.38	298.22				D10	0.16
Total fines < #200 (g)		12.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		2.59

&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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		48.5
Date Received:		12/31/99
Date Tested:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.59	Wt. Tare (g)		121.59	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)		440.99	Wt. Tare + Dry soil (g)		429.51	Screen/Riser					Riser
Original Wt. Dry Soil (g)		319.4	Washed Wt. Dry Soil (g)		307.92	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	0.70
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	0.54
#8	2.360		0.05	0.05	0.05	0.0	100.0		D70	0.46
#16	1.180		0.12	0.12	0.17	0.1	99.9		D60	0.38
#30	0.600		38.14	38.14	38.31	12.0	88.0		D50	0.31
#40	0.425		70.87	70.87	109.18	34.2	65.8		D40	0.27
#50	0.300		57.14	57.14	166.32	52.1	47.9		D30	0.23
#100	0.150		115.66	115.66	281.98	88.3	11.7		D20	0.18
#200	0.075		24.67	24.67	306.65	96.0	4.0		D15	0.16
Pan	-----		1.20	1.20	307.85				D10	0.13
Total fines < #200 (g)		12.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.83

&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 #:		38-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:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.6	Wt. Tare (g)		119.6	D85 (mm)	0.73	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		437.99	Wt. Tare + Dry soil (g)		422.97	Screen/Riser					Riser
Original Wt. Dry Soil (g)		318.39	Washed Wt. Dry Soil (g)		303.37	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	0.73
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.60
#8	2.360		0.16	0.16	0.16	0.1	99.9		D70	0.55
#16	1.180		0.10	0.10	0.26	0.1	99.9		D60	0.50
#30	0.600		60.67	60.67	60.93	19.1	80.9		D50	0.46
#40	0.425		120.94	120.94	181.87	57.1	42.9		D40	0.40
#50	0.300		50.18	50.18	232.05	72.9	27.1		D30	0.32
#100	0.150		49.58	49.58	281.63	88.5	11.5		D20	0.23
#200	0.075		20.77	20.77	302.40	95.0	5.0		D15	0.18
Pan	-----		0.94	0.94	303.34				D10	0.13
Total fines < #200 (g)		16.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.33

&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 #:		38-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:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.28	Wt. Tare (g)		120.28	D85 (mm)	0.92	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		459.31	Wt. Tare + Dry soil (g)		449.48	Screen/Riser					Riser
Original Wt. Dry Soil (g)		339.03	Washed Wt. Dry Soil (g)		329.2	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.01
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.92
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.83
#8	2.360		0.04	0.04	0.04	0.0	100.0		D70	0.66
#16	1.180		0.17	0.17	0.21	0.1	99.9		D60	0.57
#30	0.600		113.34	113.34	113.55	33.5	66.5		D50	0.53
#40	0.425		132.34	132.34	245.89	72.5	27.5		D40	0.48
#50	0.300		39.07	39.07	284.96	84.1	15.9		D30	0.44
#100	0.150		33.15	33.15	318.11	93.8	6.2		D20	0.34
#200	0.075		10.55	10.55	328.66	96.9	3.1		D15	0.29
Pan	-----		0.49	0.49	329.15				D10	0.21
Total fines < #200 (g)		10.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.81

&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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		56
Date Received:		12/31/99
Date Tested:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		119.88	Wt. Tare (g)		119.88	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)		439.48	Wt. Tare + Dry soil (g)		428.31	Screen/Riser					Riser
Original Wt. Dry Soil (g)		319.6	Washed Wt. Dry Soil (g)		308.43	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.75
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.57
#8	2.360		0.05	0.05	0.05	0.0	100.0		D70	0.53
#16	1.180		0.21	0.21	0.26	0.1	99.9		D60	0.49
#30	0.600		43.16	43.16	43.42	13.6	86.4		D50	0.45
#40	0.425		138.57	138.57	181.99	56.9	43.1		D40	0.41
#50	0.300		81.80	81.80	263.79	82.5	17.5		D30	0.36
#100	0.150		34.05	34.05	297.84	93.2	6.8		D20	0.31
#200	0.075		9.75	9.75	307.59	96.2	3.8		D15	0.27
Pan	-----		0.64	0.64	308.23				D10	0.19
Total fines < #200 (g)		11.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.11
Fineness Modulus		3.43

&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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		58.5
Date Received:		12/31/99
Date Tested:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.25	Wt. Tare (g)		120.25	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)		435.32	Wt. Tare + Dry soil (g)		426.39	Screen/Riser					Riser
Original Wt. Dry Soil (g)		315.07	Washed Wt. Dry Soil (g)		306.14	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	0.77
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		0.14	0.14	0.14	0.0	100.0		D70	0.53
#16	1.180		0.33	0.33	0.47	0.1	99.9		D60	0.49
#30	0.600		43.58	43.58	44.05	14.0	86.0		D50	0.45
#40	0.425		129.84	129.84	173.89	55.2	44.8		D40	0.40
#50	0.300		86.73	86.73	260.62	82.7	17.3		D30	0.36
#100	0.150		36.35	36.35	296.97	94.3	5.7		D20	0.31
#200	0.075		8.77	8.77	305.74	97.0	3.0		D15	0.27
Pan	-----		0.38	0.38	306.12				D10	0.21
Total fines < #200 (g)		9.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		120.68	Wt. Tare (g)		120.68	D85 (mm)	0.81	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		452.24	Wt. Tare + Dry soil (g)		440.73	Screen/Riser					Riser
Original Wt. Dry Soil (g)		331.56	Washed Wt. Dry Soil (g)		320.05	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	0.93
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.81
#4	4.750		0.40	0.40	0.40	0.1	99.9		D80	0.68
#8	2.360		0.02	0.02	0.42	0.1	99.9		D70	0.57
#16	1.180		0.60	0.60	1.02	0.3	99.7		D60	0.53
#30	0.600		75.80	75.80	76.82	23.2	76.8		D50	0.49
#40	0.425		135.95	135.95	212.77	64.2	35.8		D40	0.44
#50	0.300		69.78	69.78	282.55	85.2	14.8		D30	0.39
#100	0.150		27.54	27.54	310.09	93.5	6.5		D20	0.33
#200	0.075		9.36	9.36	319.45	96.3	3.7		D15	0.30
Pan	-----		0.58	0.58	320.03				D10	0.21
Total fines < #200 (g)		12.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		3.63

&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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		11/21/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		121.58	Wt. Tare (g)		121.58	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)		441.09	Wt. Tare + Dry soil (g)		431.57	Screen/Riser					Riser
Original Wt. Dry Soil (g)		319.51	Washed Wt. Dry Soil (g)		309.99	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.98
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		0.56	0.56	0.56	0.2	99.8		D70	0.58
#16	1.180		3.33	3.33	3.89	1.2	98.8		D60	0.52
#30	0.600		80.77	80.77	84.66	26.5	73.5		D50	0.45
#40	0.425		90.34	90.34	175.00	54.8	45.2		D40	0.38
#50	0.300		48.56	48.56	223.56	70.0	30.0		D30	0.30
#100	0.150		47.90	47.90	271.46	85.0	15.0		D20	0.20
#200	0.075		37.75	37.75	309.21	96.8	3.2		D15	0.15
Pan	-----		0.71	0.71	309.92				D10	0.12
Total fines < #200 (g)		10.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.34

&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 #:		38-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:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		239.14	Wt. Tare (g)		239.14	D85 (mm)	0.82	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		573.91	Wt. Tare + Dry soil (g)		561.73	Screen/Riser					Riser
Original Wt. Dry Soil (g)		334.77	Washed Wt. Dry Soil (g)		322.59	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.95
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.82
#4	4.750		0.15	0.15	0.15	0.0	100.0		D80	0.68
#8	2.360		0.45	0.45	0.60	0.2	99.8		D70	0.56
#16	1.180		4.83	4.83	5.43	1.6	98.4		D60	0.49
#30	0.600		71.54	71.54	76.97	23.0	77.0		D50	0.43
#40	0.425		91.41	91.41	168.38	50.3	49.7		D40	0.35
#50	0.300		55.30	55.30	223.68	66.8	33.2		D30	0.28
#100	0.150		85.08	85.08	308.76	92.2	7.8		D20	0.22
#200	0.075		13.17	13.17	321.93	96.2	3.8		D15	0.19
Pan	-----		0.48	0.48	322.41				D10	0.16
Total fines < #200 (g)		12.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		3.30

&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 #:		38-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Silt			Sample Depth: (ft)		78.5
Date Received:		12/31/99
Date Tested:		11/22/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		155.45	Wt. Tare (g)		155.45	D85 (mm)	0.92	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		473.39	Wt. Tare + Dry soil (g)		458.19	Screen/Riser					Riser
Original Wt. Dry Soil (g)		317.94	Washed Wt. Dry Soil (g)		302.74	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.02
3/8'	9.500		1.25	1.25	1.25	0.4	99.6		D85	0.92
#4	4.750		0.00	0.00	1.25	0.4	99.6		D80	0.82
#8	2.360		0.49	0.49	1.74	0.5	99.5		D70	0.62
#16	1.180		4.06	4.06	5.80	1.8	98.2		D60	0.52
#30	0.600		93.34	93.34	99.14	31.2	68.8		D50	0.42
#40	0.425		59.65	59.65	158.79	49.9	50.1		D40	0.31
#50	0.300		36.32	36.32	195.11	61.4	38.6		D30	0.24
#100	0.150		71.16	71.16	266.27	83.7	16.3		D20	0.18
#200	0.075		34.97	34.97	301.24	94.7	5.3		D15	0.14
Pan	-----		1.24	1.24	302.48				D10	0.11
Total fines < #200 (g)		16.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		3.24

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

# (21)

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

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