Pilot Hole Sieve Data_33-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 contains details for a federal construction contract opportunity with the U.S. Army Corps of Engineers. The project involves seepage remediation work on Island 8, Parcel 2, located in Fulton County, Kentucky. The scope of work includes installing 79 relief wells, 12,000 linear feet of subsurface drain pipe, 1,900 linear feet of new drainage ditches, modifying existing drainage ditches, replacing culverts at five locations with associated rip-rap placement, and removing snags and debris from Running Slough. This opportunity is set aside for service-disabled veteran owned small businesses and will be awarded using sealed bid procedures. The solicitation number is W912EQ21B0009.

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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_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

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SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	31
Location:	Fulton County, KY																	Screen (ft):	86
Well #:	33-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		301.12															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	282.6	281.1	Poorly Graded Sand (SP) - Brown, Saturated, Trace Roots	0.41	0.39	0.38	0.35	0.33	0.30	0.27	0.24	0.21	0.19	0.18	0.16	0.39	1	RISER	El. 281.1 / 20 ft	Blue	Borderline
2	21	280.1	278.6	Poorly Graded Sand (SP) - Brown, Saturated	0.50	0.41	0.37	0.30	0.27	0.25	0.22	0.20	0.17	0.16	0.14	0.00	0.41	5	SCREEN		Red	Fail
3	24	277.6	276.1	Poorly Graded Sand (SP) - Brown, Saturated	0.59	0.55	0.52	0.46	0.41	0.38	0.34	0.31	0.24	0.21	0.17	0.10	0.55	4			Black	Pass
4	26	275.1	273.6	Poorly Graded Sand (SP) - Brown, Saturated	0.49	0.42	0.41	0.38	0.35	0.32	0.29	0.25	0.20	0.18	0.16	0.10	0.42	4
5	29	272.6	271.1	Poorly Graded Sand (SP) - Brown, Saturated	0.66	0.57	0.54	0.47	0.40	0.34	0.28	0.24	0.20	0.18	0.16	0.10	0.57	4
6	31	270.1	268.6	Poorly Graded Sand (SP) - Brown, Saturated	0.99	0.86	0.74	0.58	0.53	0.48	0.44	0.39	0.33	0.31	0.25	0.16	0.86	3
7	34	267.6	266.1	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.56	0.54	0.50	0.46	0.43	0.38	0.34	0.30	0.25	0.20	0.14	0.56	3
8	36	265.1	263.6	Poorly Graded Sand (SP) - Brown, Saturated	0.55	0.52	0.49	0.42	0.38	0.34	0.30	0.26	0.21	0.19	0.16	0.09	0.52	4
9	39	262.6	261.1	Poorly Graded Sand (SP) - Brown, Saturated	0.48	0.41	0.38	0.32	0.28	0.26	0.23	0.21	0.19	0.17	0.16	0.14	0.41	3
10	41	260.1	258.6	Poorly Graded Sand (SP) - Brown, Saturated	0.58	0.56	0.54	0.50	0.46	0.42	0.39	0.35	0.32	0.29	0.21	0.11	0.56	4
11	44	257.6	256.1	Poorly Graded Sand (SP) - Brown, Saturated	0.56	0.52	0.49	0.42	0.40	0.37	0.35	0.32	0.29	0.24	0.20	0.14	0.52	3
12	46	255.1	253.6	Poorly Graded Sand (SP) - Brown, Saturated	0.99	0.89	0.79	0.60	0.55	0.51	0.47	0.41	0.27	0.21	0.15	0.09	0.89	4
13	49	252.6	251.1	Poorly Graded Sand (SP) - Brown, Saturated	0.94	0.82	0.70	0.58	0.53	0.49	0.45	0.37	0.24	0.18	0.12	0.00	0.82	5
14	51	250.1	248.6	Poorly Graded Sand (SP) - Brown, Saturated	1.00	0.90	0.81	0.63	0.57	0.53	0.48	0.44	0.35	0.28	0.21	0.13	0.90	3
15	54	247.6	246.1	Poorly Graded Sand (SP) - Brown, Saturated, Trace Organics	0.85	0.66	0.58	0.51	0.44	0.38	0.32	0.27	0.21	0.18	0.15	0.08	0.66	4		El. 246.1 / 35 ft
16	56	245.1	243.6	Silt (ML) - Brown	0.14	0.14	0.13	0.12	0.11	0.11	0.10	0.09	0.08	0.00	0.00	0.00	0.14	15	RISER	El. 243.1 / 3 ft
17	59	242.6	241.1	Poorly Graded Sand (SP) - Brown, Saturated	1.03	0.94	0.86	0.69	0.58	0.53	0.49	0.44	0.31	0.24	0.17	0.09	0.94	4	SCREEN
18	64	237.6	236.1	Poorly Graded Sand (SP) - Brown, Saturated	0.90	0.75	0.60	0.55	0.49	0.44	0.38	0.32	0.24	0.20	0.16	0.09	0.75	4		El. 233.1 / 10 ft
19	69	232.6	231.1	Silt (ML) - Brown	0.14	0.14	0.13	0.13	0.12	0.11	0.10	0.09	0.08	0.08	0.08	0.00	0.14	8	RISER	El. 230.1 / 3 ft
20	74	227.6	226.1	Poorly Graded Sand (SP) - Brown, Saturated	1.10	1.01	0.91	0.72	0.57	0.51	0.44	0.36	0.28	0.23	0.17	0.10	1.01	4	SCREEN
21	79	222.6	221.1	Poorly Graded Sand (SP) - Brown, Saturated	1.15	1.07	0.99	0.83	0.67	0.56	0.50	0.43	0.35	0.30	0.21	0.11	1.07	4
22	84	217.6	216.1	Poorly Graded Sand (SP) - Brown, Saturated	1.70	1.17	1.09	0.92	0.76	0.60	0.53	0.46	0.37	0.30	0.21	0.10	1.17	4
23	89	212.6	211.1	Poorly Graded Sand (SP) - Brown, Saturated	1.32	1.13	1.07	0.94	0.81	0.69	0.57	0.49	0.39	0.31	0.21	0.10	1.13	4
24	94	207.6	206.1	Poorly Graded Sand (SP) - Brown, Saturated	4.48	3.80	3.13	2.19	1.78	1.37	1.06	0.84	0.61	0.47	0.28	0.12	3.80	4		El. 204.1 / 26 ft
25	99	202.6	201.1	Fat Clay (CH) - Grey	0.13	0.12	0.11	0.09	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.00	0.12	65	RISER	El. 199.1 / 5 ft
26	104	197.6	196.1	Poorly Graded Sand (SP) - Brown/Grey, Saturated, Pockets of Lean Clay	4.53	3.64	2.76	1.93	1.37	1.01	0.75	0.53	0.36	0.27	0.18	0.00	3.64	6	SCREEN
27	109	192.6	191.1	Poorly Graded Sand (SP) - Brown, Saturated	6.01	4.46	3.90	2.76	2.08	1.64	1.20	0.87	0.52	0.33	0.21	0.09	4.46	4
28	114	187.6	186.1	Poorly Graded Sand (SP) - Brown, Saturated	7.37	5.34	4.28	2.94	2.08	1.57	1.09	0.70	0.24	0.14	0.09	0.00	5.34	8		El. 184.1 / 15 ft
29	119	182.6	181.1	Poorly Graded Sand (SP) - Brown, Saturated	2.63	2.02	1.57	1.07	0.87	0.66	0.55	0.47	0.38	0.32	0.21	0.00	2.02	5
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
33-I8P2G-19	18.5	1	0.39	0.33	0.24	0.19	0.18
33-I8P2G-19	21	2	0.41	0.27	0.20	0.16	0.14
33-I8P2G-19	23.5	3	0.55	0.41	0.31	0.21	0.17
33-I8P2G-19	26	4	0.42	0.35	0.25	0.18	0.16
33-I8P2G-19	28.5	5	0.57	0.40	0.24	0.18	0.16
33-I8P2G-19	31	6	0.86	0.53	0.39	0.31	0.25
33-I8P2G-19	33.5	7	0.56	0.46	0.34	0.25	0.20
33-I8P2G-19	36	8	0.52	0.38	0.26	0.19	0.16
33-I8P2G-19	38.5	9	0.41	0.28	0.21	0.17	0.16
33-I8P2G-19	41	10	0.56	0.46	0.35	0.29	0.21
33-I8P2G-19	43.5	11	0.52	0.40	0.32	0.24	0.20
33-I8P2G-19	46	12	0.89	0.55	0.41	0.21	0.15
33-I8P2G-19	48.5	13	0.82	0.53	0.37	0.18	0.12
33-I8P2G-19	51	14	0.90	0.57	0.44	0.28	0.21
33-I8P2G-19	53.5	15	0.66	0.44	0.27	0.18	0.15
33-I8P2G-19	56	16	0.14	0.11	0.09	0.00	0.00
33-I8P2G-19	58.5	17	0.94	0.58	0.44	0.24	0.17
33-I8P2G-19	63.5	18	0.75	0.49	0.32	0.20	0.16
33-I8P2G-19	68.5	19	0.14	0.12	0.09	0.08	0.08
33-I8P2G-19	73.5	20	1.01	0.57	0.36	0.23	0.17
33-I8P2G-19	78.5	21	1.07	0.67	0.43	0.30	0.21
33-I8P2G-19	83.5	22	1.17	0.76	0.46	0.30	0.21
33-I8P2G-19	88.5	23	1.13	0.81	0.49	0.31	0.21
33-I8P2G-19	93.5	24	3.80	1.78	0.84	0.47	0.28
33-I8P2G-19	98.5	25	0.12	0.00	0.00	0.00	0.00
33-I8P2G-19	103.5	26	3.64	1.37	0.53	0.27	0.18
33-I8P2G-19	108.5	27	4.46	2.08	0.87	0.33	0.21
33-I8P2G-19	113.5	28	5.34	2.08	0.70	0.14	0.09
33-I8P2G-19	118.5	29	2.02	0.87	0.47	0.32	0.21
33-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
33-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		33-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Roots			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		11/07/19			(Top of Sample Only)
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.94	Wt. Tare (g)		177.94	D85 (mm)	0.39	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		491.41	Wt. Tare + Dry soil (g)		488.13	Screen/Riser					Riser
Original Wt. Dry Soil (g)		313.47	Washed Wt. Dry Soil (g)		310.19	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.41
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.39
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.38
#8	2.360		0.22	0.22	0.22	0.1	99.9		D70	0.35
#16	1.180		0.12	0.12	0.34	0.1	99.9		D60	0.33
#30	0.600		1.28	1.28	1.62	0.5	99.5		D50	0.30
#40	0.425		9.27	9.27	10.89	3.5	96.5		D40	0.27
#50	0.300		146.04	146.04	156.93	50.1	49.9		D30	0.24
#100	0.150		150.36	150.36	307.29	98.0	2.0		D20	0.21
#200	0.075		3.02	3.02	310.31	99.0	1.0		D15	0.19
Pan	-----		0.08	0.08	310.39				D10	0.18
Total fines < #200 (g)		3.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.16
Fineness Modulus		2.51

&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 #:		33-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:		11/08/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.21	Wt. Tare (g)		177.21	D85 (mm)	0.41	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		582.09	Wt. Tare + Dry soil (g)		561.84	Screen/Riser					Riser
Original Wt. Dry Soil (g)		404.88	Washed Wt. Dry Soil (g)		384.63	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	0.50
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.41
#4	4.750		1.23	1.23	1.23	0.3	99.7		D80	0.37
#8	2.360		0.28	0.28	1.51	0.4	99.6		D70	0.30
#16	1.180		1.65	1.65	3.16	0.8	99.2		D60	0.27
#30	0.600		16.62	16.62	19.78	4.9	95.1		D50	0.25
#40	0.425		34.90	34.90	54.68	13.5	86.5		D40	0.22
#50	0.300		58.99	58.99	113.67	28.1	71.9		D30	0.20
#100	0.150		247.76	247.76	361.43	89.3	10.7		D20	0.17
#200	0.075		21.93	21.93	383.36	94.7	5.3		D15	0.16
Pan	-----		1.26	1.26	384.62				D10	0.14
Total fines < #200 (g)		21.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		2.32

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		175.49	Wt. Tare (g)		175.49	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)		562.67	Wt. Tare + Dry soil (g)		547.71	Screen/Riser					Riser
Original Wt. Dry Soil (g)		387.18	Washed Wt. Dry Soil (g)		372.22	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	0.59
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.55
#4	4.750		0.25	0.25	0.25	0.1	99.9		D80	0.52
#8	2.360		0.61	0.61	0.86	0.2	99.8		D70	0.46
#16	1.180		1.26	1.26	2.12	0.5	99.5		D60	0.41
#30	0.600		27.32	27.32	29.44	7.6	92.4		D50	0.38
#40	0.425		111.06	111.06	140.50	36.3	63.7		D40	0.34
#50	0.300		138.21	138.21	278.71	72.0	28.0		D30	0.31
#100	0.150		80.02	80.02	358.73	92.7	7.3		D20	0.24
#200	0.075		12.44	12.44	371.17	95.9	4.1		D15	0.21
Pan	-----		0.79	0.79	371.96				D10	0.17
Total fines < #200 (g)		15.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		3.05

&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 #:		33-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:		11/08/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.05	Wt. Tare (g)		176.05	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)		598.54	Wt. Tare + Dry soil (g)		583.91	Screen/Riser					Riser
Original Wt. Dry Soil (g)		422.49	Washed Wt. Dry Soil (g)		407.86	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.49
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	0.41
#8	2.360		0.13	0.13	0.13	0.0	100.0		D70	0.38
#16	1.180		0.38	0.38	0.51	0.1	99.9		D60	0.35
#30	0.600		15.31	15.31	15.82	3.7	96.3		D50	0.32
#40	0.425		42.33	42.33	58.15	13.8	86.2		D40	0.29
#50	0.300		183.63	183.63	241.78	57.2	42.8		D30	0.25
#100	0.150		151.28	151.28	393.06	93.0	7.0		D20	0.20
#200	0.075		13.67	13.67	406.73	96.3	3.7		D15	0.18
Pan	-----		1.06	1.06	407.79				D10	0.16
Total fines < #200 (g)		15.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		2.64

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178.53	Wt. Tare (g)		178.53	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)		629.07	Wt. Tare + Dry soil (g)		612.31	Screen/Riser					Riser
Original Wt. Dry Soil (g)		450.54	Washed Wt. Dry Soil (g)		433.78	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	0.66
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.57
#4	4.750		0.71	0.71	0.71	0.2	99.8		D80	0.54
#8	2.360		0.71	0.71	1.42	0.3	99.7		D70	0.47
#16	1.180		1.82	1.82	3.24	0.7	99.3		D60	0.40
#30	0.600		47.05	47.05	50.29	11.2	88.8		D50	0.34
#40	0.425		111.41	111.41	161.70	35.9	64.1		D40	0.28
#50	0.300		91.77	91.77	253.47	56.3	43.7		D30	0.24
#100	0.150		166.18	166.18	419.65	93.1	6.9		D20	0.20
#200	0.075		13.82	13.82	433.47	96.2	3.8		D15	0.18
Pan	-----		0.38	0.38	433.85				D10	0.16
Total fines < #200 (g)		17.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		2.94

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.92	Wt. Tare (g)		177.92	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)		595.62	Wt. Tare + Dry soil (g)		585.22	Screen/Riser					Riser
Original Wt. Dry Soil (g)		417.7	Washed Wt. Dry Soil (g)		407.3	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	0.99
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.86
#4	4.750		1.02	1.02	1.02	0.2	99.8		D80	0.74
#8	2.360		2.46	2.46	3.48	0.8	99.2		D70	0.58
#16	1.180		7.91	7.91	11.39	2.7	97.3		D60	0.53
#30	0.600		94.21	94.21	105.60	25.3	74.7		D50	0.48
#40	0.425		153.96	153.96	259.56	62.1	37.9		D40	0.44
#50	0.300		103.57	103.57	363.13	86.9	13.1		D30	0.39
#100	0.150		35.77	35.77	398.90	95.5	4.5		D20	0.33
#200	0.075		7.54	7.54	406.44	97.3	2.7		D15	0.31
Pan	-----		0.50	0.50	406.94				D10	0.25
Total fines < #200 (g)		10.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.16
Fineness Modulus		3.71

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.79	Wt. Tare (g)		176.79	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)		610.64	Wt. Tare + Dry soil (g)		598.74	Screen/Riser					Riser
Original Wt. Dry Soil (g)		433.85	Washed Wt. Dry Soil (g)		421.95	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.58
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		0.13	0.13	0.13	0.0	100.0		D70	0.50
#16	1.180		0.12	0.12	0.25	0.1	99.9		D60	0.46
#30	0.600		15.36	15.36	15.61	3.6	96.4		D50	0.43
#40	0.425		202.39	202.39	218.00	50.2	49.8		D40	0.38
#50	0.300		127.71	127.71	345.71	79.7	20.3		D30	0.34
#100	0.150		64.81	64.81	410.52	94.6	5.4		D20	0.30
#200	0.075		11.11	11.11	421.63	97.2	2.8		D15	0.25
Pan	-----		0.42	0.42	422.05				D10	0.20
Total fines < #200 (g)		12.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.14
Fineness Modulus		3.25

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.02	Wt. Tare (g)		176.02	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)		614.74	Wt. Tare + Dry soil (g)		597.88	Screen/Riser					Riser
Original Wt. Dry Soil (g)		438.72	Washed Wt. Dry Soil (g)		421.86	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.55
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	0.49
#8	2.360		0.06	0.06	0.06	0.0	100.0		D70	0.42
#16	1.180		0.10	0.10	0.16	0.0	100.0		D60	0.38
#30	0.600		8.13	8.13	8.29	1.9	98.1		D50	0.34
#40	0.425		121.76	121.76	130.05	29.6	70.4		D40	0.30
#50	0.300		136.77	136.77	266.82	60.8	39.2		D30	0.26
#100	0.150		139.23	139.23	406.05	92.6	7.4		D20	0.21
#200	0.075		14.61	14.61	420.66	95.9	4.1		D15	0.19
Pan	-----		0.82	0.82	421.48				D10	0.16
Total fines < #200 (g)		17.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.09
Fineness Modulus		2.81

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.18	Wt. Tare (g)		177.18	D85 (mm)	0.41	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		626.77	Wt. Tare + Dry soil (g)		614.88	Screen/Riser					Riser
Original Wt. Dry Soil (g)		449.59	Washed Wt. Dry Soil (g)		437.7	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.48
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.41
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.38
#8	2.360		0.09	0.09	0.09	0.0	100.0		D70	0.32
#16	1.180		0.10	0.10	0.19	0.0	100.0		D60	0.28
#30	0.600		10.54	10.54	10.73	2.4	97.6		D50	0.26
#40	0.425		49.70	49.70	60.43	13.4	86.6		D40	0.23
#50	0.300		85.30	85.30	145.73	32.4	67.6		D30	0.21
#100	0.150		279.69	279.69	425.42	94.6	5.4		D20	0.19
#200	0.075		11.11	11.11	436.53	97.1	2.9		D15	0.17
Pan	-----		1.19	1.19	437.72				D10	0.16
Total fines < #200 (g)		13.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.14
Fineness Modulus		2.40

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.38	Wt. Tare (g)		176.38	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)		637.93	Wt. Tare + Dry soil (g)		621.01	Screen/Riser					Riser
Original Wt. Dry Soil (g)		461.55	Washed Wt. Dry Soil (g)		444.63	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	0.58
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.56
#4	4.750		0.21	0.21	0.21	0.0	100.0		D80	0.54
#8	2.360		0.12	0.12	0.33	0.1	99.9		D70	0.50
#16	1.180		0.17	0.17	0.50	0.1	99.9		D60	0.46
#30	0.600		28.45	28.45	28.95	6.3	93.7		D50	0.42
#40	0.425		200.72	200.72	229.67	49.8	50.2		D40	0.39
#50	0.300		159.49	159.49	389.16	84.3	15.7		D30	0.35
#100	0.150		42.85	42.85	432.01	93.6	6.4		D20	0.32
#200	0.075		12.00	12.00	444.01	96.2	3.8		D15	0.29
Pan	-----		0.51	0.51	444.52				D10	0.21
Total fines < #200 (g)		17.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		3.30

&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 #:		33-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:		11/08/19
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.93	Wt. Tare (g)		176.93	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)		630.89	Wt. Tare + Dry soil (g)		619.38	Screen/Riser					Riser
Original Wt. Dry Soil (g)		453.96	Washed Wt. Dry Soil (g)		442.45	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.56
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	0.49
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.42
#16	1.180		0.02	0.02	0.02	0.0	100.0		D60	0.40
#30	0.600		16.46	16.46	16.48	3.6	96.4		D50	0.37
#40	0.425		119.33	119.33	135.81	29.9	70.1		D40	0.35
#50	0.300		224.27	224.27	360.08	79.3	20.7		D30	0.32
#100	0.150		69.38	69.38	429.46	94.6	5.4		D20	0.29
#200	0.075		11.90	11.90	441.36	97.2	2.8		D15	0.24
Pan	-----		0.75	0.75	442.11				D10	0.20
Total fines < #200 (g)		12.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.14
Fineness Modulus		3.05

&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 #:		33-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:		11/08/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.52	Wt. Tare (g)		129.52	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)		606.68	Wt. Tare + Dry soil (g)		589.29	Screen/Riser					Riser
Original Wt. Dry Soil (g)		477.16	Washed Wt. Dry Soil (g)		459.77	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.99
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.89
#4	4.750		0.70	0.70	0.70	0.1	99.9		D80	0.79
#8	2.360		0.25	0.25	0.95	0.2	99.8		D70	0.60
#16	1.180		0.11	0.11	1.06	0.2	99.8		D60	0.55
#30	0.600		140.19	140.19	141.25	29.6	70.4		D50	0.51
#40	0.425		188.79	188.79	330.04	69.2	30.8		D40	0.47
#50	0.300		40.78	40.78	370.82	77.7	22.3		D30	0.41
#100	0.150		58.88	58.88	429.70	90.1	9.9		D20	0.27
#200	0.075		28.25	28.25	457.95	96.0	4.0		D15	0.21
Pan	-----		1.68	1.68	459.63				D10	0.15
Total fines < #200 (g)		19.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.63

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.77	Wt. Tare (g)		128.77	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)		606.99	Wt. Tare + Dry soil (g)		584.31	Screen/Riser					Riser
Original Wt. Dry Soil (g)		478.22	Washed Wt. Dry Soil (g)		455.54	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	0.94
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	0.70
#8	2.360		0.00	0.00	0.15	0.0	100.0		D70	0.58
#16	1.180		0.17	0.17	0.32	0.1	99.9		D60	0.53
#30	0.600		115.43	115.43	115.75	24.2	75.8		D50	0.49
#40	0.425		202.63	202.63	318.38	66.6	33.4		D40	0.45
#50	0.300		37.83	37.83	356.21	74.5	25.5		D30	0.37
#100	0.150		62.36	62.36	418.57	87.5	12.5		D20	0.24
#200	0.075		34.90	34.90	453.47	94.8	5.2		D15	0.18
Pan	-----		1.87	1.87	455.34				D10	0.12
Total fines < #200 (g)		24.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.48

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.43	Wt. Tare (g)		127.43	D85 (mm)	0.90	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		583.97	Wt. Tare + Dry soil (g)		571.54	Screen/Riser					Riser
Original Wt. Dry Soil (g)		456.54	Washed Wt. Dry Soil (g)		444.11	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.00
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.90
#4	4.750		0.15	0.15	0.15	0.0	100.0		D80	0.81
#8	2.360		0.00	0.00	0.15	0.0	100.0		D70	0.63
#16	1.180		0.06	0.06	0.21	0.0	100.0		D60	0.57
#30	0.600		143.90	143.90	144.11	31.6	68.4		D50	0.53
#40	0.425		197.09	197.09	341.20	74.7	25.3		D40	0.48
#50	0.300		39.33	39.33	380.53	83.4	16.6		D30	0.44
#100	0.150		49.62	49.62	430.15	94.2	5.8		D20	0.35
#200	0.075		13.31	13.31	443.46	97.1	2.9		D15	0.28
Pan	-----		0.55	0.55	444.01				D10	0.21
Total fines < #200 (g)		13.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.13
Fineness Modulus		3.81

&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 #:		33-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Organics			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		154.49	Wt. Tare (g)		154.49	D85 (mm)	0.66	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		601.89	Wt. Tare + Dry soil (g)		584.17	Screen/Riser					Riser
Original Wt. Dry Soil (g)		447.4	Washed Wt. Dry Soil (g)		429.68	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.85
3/8'	9.500		0.87	0.87	0.87	0.2	99.8		D85	0.66
#4	4.750		1.50	1.50	2.37	0.5	99.5		D80	0.58
#8	2.360		1.50	1.50	3.87	0.9	99.1		D70	0.51
#16	1.180		2.49	2.49	6.36	1.4	98.6		D60	0.44
#30	0.600		67.62	67.62	73.98	16.5	83.5		D50	0.38
#40	0.425		112.62	112.62	186.60	41.7	58.3		D40	0.32
#50	0.300		101.68	101.68	288.28	64.4	35.6		D30	0.27
#100	0.150		114.10	114.10	402.38	89.9	10.1		D20	0.21
#200	0.075		25.92	25.92	428.30	95.7	4.3		D15	0.18
Pan	-----		1.62	1.62	429.92				D10	0.15
Total fines < #200 (g)		19.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.08
Fineness Modulus		3.11

&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 #:		33-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Silt (ML) - Brown			Sample Depth: (ft)		56
Date Received:		12/31/99
Date Tested:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.88	Wt. Tare (g)		0	D85 (mm)	0.14	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		542.65	Wt. Tare + Dry soil (g)		350.74	Screen/Riser					Riser
Original Wt. Dry Soil (g)		414.77	Washed Wt. Dry Soil (g)		350.74	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.14
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.14
#4	4.750			0.00	0.00	0.0	100.0		D80	0.13
#8	2.360			0.00	0.00	0.0	100.0		D70	0.12
#16	1.180			0.00	0.00	0.0	100.0		D60	0.11
#30	0.600			0.00	0.00	0.0	100.0		D50	0.11
#40	0.425			0.00	0.00	0.0	100.0		D40	0.10
#50	0.300			0.00	0.00	0.0	100.0		D30	0.09
#100	0.150			0.00	0.00	0.0	100.0		D20	0.08
#200	0.075		350.74	350.74	350.74	84.6	15.4		D15	0.00
Pan	-----			0.00	350.74				D10	0.00
Total fines < #200 (g)		64.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		0.85

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.37	Wt. Tare (g)		128.37	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)		625.82	Wt. Tare + Dry soil (g)		605.19	Screen/Riser					Riser
Original Wt. Dry Soil (g)		497.45	Washed Wt. Dry Soil (g)		476.82	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	1.03
3/8'	9.500		2.25	2.25	2.25	0.5	99.5		D85	0.94
#4	4.750		0.00	0.00	2.25	0.5	99.5		D80	0.86
#8	2.360		0.07	0.07	2.32	0.5	99.5		D70	0.69
#16	1.180		1.15	1.15	3.47	0.7	99.3		D60	0.58
#30	0.600		173.18	173.18	176.65	35.5	64.5		D50	0.53
#40	0.425		186.30	186.30	362.95	73.0	27.0		D40	0.49
#50	0.300		39.43	39.43	402.38	80.9	19.1		D30	0.44
#100	0.150		54.14	54.14	456.52	91.8	8.2		D20	0.31
#200	0.075		19.20	19.20	475.72	95.6	4.4		D15	0.24
Pan	-----		0.97	0.97	476.69				D10	0.17
Total fines < #200 (g)		21.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.09
Fineness Modulus		3.79

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.25	Wt. Tare (g)		127.25	D85 (mm)	0.75	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		626.43	Wt. Tare + Dry soil (g)		606.98	Screen/Riser					Riser
Original Wt. Dry Soil (g)		499.18	Washed Wt. Dry Soil (g)		479.73	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.90
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.75
#4	4.750		0.91	0.91	0.91	0.2	99.8		D80	0.60
#8	2.360		0.78	0.78	1.69	0.3	99.7		D70	0.55
#16	1.180		3.69	3.69	5.38	1.1	98.9		D60	0.49
#30	0.600		93.89	93.89	99.27	19.9	80.1		D50	0.44
#40	0.425		161.37	161.37	260.64	52.2	47.8		D40	0.38
#50	0.300		101.75	101.75	362.39	72.6	27.4		D30	0.32
#100	0.150		90.72	90.72	453.11	90.8	9.2		D20	0.24
#200	0.075		24.97	24.97	478.08	95.8	4.2		D15	0.20
Pan	-----		1.24	1.24	479.32				D10	0.16
Total fines < #200 (g)		20.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.09
Fineness Modulus		3.33

&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 #:		33-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Silt (ML) - Brown			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.91	Wt. Tare (g)		0	D85 (mm)	0.14	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		569.37	Wt. Tare + Dry soil (g)		407.55	Screen/Riser					Riser
Original Wt. Dry Soil (g)		442.46	Washed Wt. Dry Soil (g)		407.55	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.14
3/8'	9.500			0.00	0.00	0.0	100.0		D85	0.14
#4	4.750			0.00	0.00	0.0	100.0		D80	0.13
#8	2.360			0.00	0.00	0.0	100.0		D70	0.13
#16	1.180			0.00	0.00	0.0	100.0		D60	0.12
#30	0.600			0.00	0.00	0.0	100.0		D50	0.11
#40	0.425			0.00	0.00	0.0	100.0		D40	0.10
#50	0.300			0.00	0.00	0.0	100.0		D30	0.09
#100	0.150			0.00	0.00	0.0	100.0		D20	0.08
#200	0.075		407.55	407.55	407.55	92.1	7.9		D15	0.08
Pan	-----			0.00	407.55				D10	0.08
Total fines < #200 (g)		34.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		0.92

&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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		124.72	Wt. Tare (g)		124.72	D85 (mm)	1.01	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		640.6	Wt. Tare + Dry soil (g)		621.96	Screen/Riser					Riser
Original Wt. Dry Soil (g)		515.88	Washed Wt. Dry Soil (g)		497.24	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.10
3/8'	9.500		3.08	3.08	3.08	0.6	99.4		D85	1.01
#4	4.750		1.16	1.16	4.24	0.8	99.2		D80	0.91
#8	2.360		0.85	0.85	5.09	1.0	99.0		D70	0.72
#16	1.180		25.41	25.41	30.50	5.9	94.1		D60	0.57
#30	0.600		155.81	155.81	186.31	36.1	63.9		D50	0.51
#40	0.425		133.54	133.54	319.85	62.0	38.0		D40	0.44
#50	0.300		82.85	82.85	402.70	78.1	21.9		D30	0.36
#100	0.150		73.65	73.65	476.35	92.3	7.7		D20	0.28
#200	0.075		19.38	19.38	495.73	96.1	3.9		D15	0.23
Pan	-----		1.39	1.39	497.12				D10	0.17
Total fines < #200 (g)		20.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		3.73

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

# (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 #:		33-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:		11/07/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		124.98	Wt. Tare (g)		124.98	D85 (mm)	1.07	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		618.35	Wt. Tare + Dry soil (g)		600.62	Screen/Riser					Riser
Original Wt. Dry Soil (g)		493.37	Washed Wt. Dry Soil (g)		475.64	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.15
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.07
#4	4.750		1.75	1.75	1.75	0.4	99.6		D80	0.99
#8	2.360		2.09	2.09	3.84	0.8	99.2		D70	0.83
#16	1.180		37.14	37.14	40.98	8.3	91.7		D60	0.67
#30	0.600		179.02	179.02	220.00	44.6	55.4		D50	0.56
#40	0.425		131.78	131.78	351.78	71.3	28.7		D40	0.50
#50	0.300		68.26	68.26	420.04	85.1	14.9		D30	0.43
#100	0.150		40.33	40.33	460.37	93.3	6.7		D20	0.35
#200	0.075		13.98	13.98	474.35	96.1	3.9		D15	0.30
Pan	-----		1.17	1.17	475.52				D10	0.21
Total fines < #200 (g)		18.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		4.00

&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…

This is the start of the file's text. The full file is on GovTribe.

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