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IEII _
CONCEPTUAL PLAN
NEAL>ROAD SANITARY LANDFILL - SITE N0, 2
BUTTE COUNTY; CALIFORNIA
a
Prepared for
COUNTY OF BUTTE
October 1979
i�
FMCON ASSOCIATES
1420 'Ko1' Cir -cel a -.
Sah Jose, CA 95112
,j 1 _
Pt o ec1.2-4
r
rTABLE
OF CONTENTS
r
. I. INTRODUCTION
pagee_
1
II. SITE DESCRIPTION AND CONDITIONS
3
A. LOCATION AND ACCESS
3
B. TOPOGRAPHY
3
r'
C. GEOLOGY AND SOILS
3
D. GROUND WATER
8
1-. Occurrence
8
®
�1
Z:. Qu 61 ity
9
ITI. SITE SUITABILITY
10
A. GROUND WATER AND SURFACE WATER, PROTECTION
10
r
B:. SOIL CHARACTERISTICS AND AVAILABILITY
12
C. LANDFILL GAS
12
M' CONCEPTUAL DEVELOPMENT PLAN
13
A., LANDFILL DEVELOPMENT PLANS
1
B., SITE CAPACITY AND SERVICE LIFE
1
C. ACQUISITION BOUNDARIES
15
r
D. EXCAVATIONS
16
r
E. LEACHATE MONITORING FACILIfit"
16
F.:GRUUND-WATER . �.
MONITORINGFACIGITIES'
1
TABLES
�
Table° 1 - Summary �o;f ;Laboratory TestResults: .
5
'
Soil Cl assi�ficat on/pe;rn�eabl''
Table Z - Water 'Qua1 ity Data
Table; 3 - S"ate Capacity and Service. Life
14`
r
r
TOLE 'OF CQNTENTS (Continued)
Pa;L
FIGURES
Figure 1
Figure 2 -
Location Map, 4
Map of Ri ppabi I it y
f figure '3-
Leachate Monitoring and, RemovalSystem 17
DRAWINGS
Drawi ng 1
- Site Geoi'ogy
Drawing 2
- Conceptual Development Pian '
®
APPENDICES
N®
Appe'ndix_A
- Field Investigation '
Appendix B'
- Se' smi c Refraction Survey
B�1
to ! r
r '-y"
1.
!�
. •' s { Q� i �r .�''i •` i,I� •r_�lfll: _ /" .'`a i'''] �l ``".
2." Qu al ity
Ground water
within the Tuscan formation is
of genei-O Ty pod quality in
the site area, as
confirmed by results of 'Iaborato;ry testing
of a ground water
sample collected
from Goring 1. Results of -rhe
aboratory
tev,s,, as weld as
water qual ity data from the well on the existing
Tan;dfil l site, are presented
-in Table 2.
Tabl e 2
-
WATER QUALITY DATA
-
rr�i.Ss�}saw
E pH Chioe1de"
Nitr t.e
(umhos/cm)
(mg/1)
(mg/l)
Boring, 1
3U0 7,0
17617
1.6_
Well ('Existing Landfill) 200 7.5
3.6
1
9
Table 3
NEAL ROAD SANITARY L,ANOFILL
SITE CAPACITY AND SERVICE LIFE1
Service Life, years
35
Refuse Capacity, cU. yds.
Excavat'
ion, cu. yds,
7,100 000
,_
Within Landfill Limit
Borrow Area
2,0
000,000
Total
0,000
2,150,000
Cover soil, cu. yds.
Daily and Intermediate
F1
20200,000
nal
Total
400,000
2,500,000
Soil Import, cu. yds„
450,000
1 Assumptions
a. Grades as shown. on 0rawi.hg 2,
b. Rate ;of disposal of 300 tans pet^ day; 360 days ;per Year.
c. In-place refuse'densty
of 1,000 lbs per cubfc;yard,
d. ,Ratio of 3 5:Y refuse to daily and I termediate, cover
soil (by
volUmej.
2.; Volume required to place 2 feet of compacted sari oyer, 1 foot of
9ntermediate
cover soil.I
1
14