HomeMy WebLinkAbout0803_EastCarolinaLF_PermitFile_19940101HODGES, HARBIN, NEWBERRY & TRIBBLE, INC.
CONSULTING ENGINEERS
484 MULBERRY STREET, SUITE 265 • POST OFTIC F BOX 974
MACON, GEORGIA 31201
TELEI'1ION E (1)12) 743-7175
FAX (912)TIVI703
H. LOWRY TRIBBLE, JR., PF
WILLIAM F. HODGES, PE
HAROI.1) L. NEWBERRY, PF November 21, 1994
J. STFVF:N I IARBIN, PF
Mr. Ed Mussler, Environmental Engineer
Solid Waste Division
P.O. Box 27687
Raleigh, N.C. 27611
Re: East Carolina Regional Landfill
HHNT Project No. 1001-100-01
Dear Mr. Mussler:
This letter serves as a waste density report for the period of October 9, 1993 through October 27,
1994. During this period, 430,500 cubic yards of landfill volume was consumed. During this
same period, 251,477 tons of municipal solid waste was placed in the landfill. Daily and
intermediate cover were estimated to be 34,400 cubic yards, or 51,140 tons of soil. The total
weight placed on the cell during this period was 302,620 tons.
Based on the foregoing, the average density of waste and soil cover in the cells to date is 1406
pounds per cubic yard, or 52.07 pounds per cubic foot.
Since the unit weight of soil/waste is 52.07 pounds per cubic foot, versus the 58 pounds per
cubic foot utilized for design calculation, there should be no settlement exceeding that projected
by Law Engineering in the pre —construction analysis.
Should you have any questions, please call.
Sincerely,
HODGES, HARBIN, NEWBERRY & TRIBBLE, INC.
William F. H( g P.E.
Principal
WFH:tt
cc: John Murray, P.E.
Chuck Ketring, P.G.
Dan Bunnell, P.E.
Greg Elkins
.1-02-94 06;08PM FROM H H N T INC.
P 0
TABLE 2
REQUIRED PRE --SHIPPING SHEET TESTING
OF
MEmBT.tANE LINER (HOPE)
Pr-- D
Thickness
ASTM D-751
(As modified in NSF 54)
Sheet Density
ASTM D-792
or ASTM D-1505
Tensile Properties
ASTM D638,
(As modified in NSF 54)
Tear Resistance
ASTM D1004,
Die C
Low Temperature Impact
ASTM D746
Dimensional Stability
ASTM D1204
(As modified in NSF 54)
Environmental Stress Crack
ASTM D-1693
(As modified in NSF 54)
Puncture Resistance
FTMS 101
(Method 2066)
Carbon Black Content
ASTM D1603
Carbon Black Dispersion
ASTM D-3015
November 2, 1994
PROTECT NO, 1001-»046-01 02750-3
hrequancy
Each Roll
Every 100,000 ft2
Every 25,000 ft'
Every 25,000 ft'
Certified
Every 100,000 ft'
Certified
Every '25,000 ft2
Every 100,000 ft2
Every 100,000 ft'
EAT CAROLINA LANDFILL
TECH SPECS
TABLE 2
REQUIRED PRE —SHIPPING SHEET TESTING
OF
MEMBRANE LINER (HDPE)
Property
Thickness
Test Method
ASTM D-751
Freq, n v
Each Roll
(As modified in NSF54)
Sheet Density
ASTM D-792
Every 100,000 ft2
or ASTM D-1505
Tensile Properties
ASTM D638,
Every 25,000 ft2
(As modified in NSF54)
Tear Resistance
ASTM D1004,
Every 60,000 ft2
Die C
Low Temperature Impact
ASTM D746
Certified
Dimensional Stability
ASTM D1204
Every 100,000 ft2
(As modified in NSF54)
Environmental Stress Crack
ASTM D-1693
Certified
(As modified in NSF 54)
Puncture Resistance
FTMS 101
Every 30,000 ft2
(Method 2066)
Carbon Black Content
ASTM D1603
Every 100,000 ft2
Carbon Black Dispersion
ASTM D-3015
Every 100,000 ft2
Revised December 5, 1994
PROJECT NO. 1001-046-01 02750-14
EAST CAROLINA LANDFILL
TECH SPECS
The following Preoperative Conditions will be met by East Carolina prior to the
leachate recirculation trial:
1. Rain gauge and thermometer
A rain gauge and thermometer will be installed near the landfill office.
These instruments will be read daily at the start of business. The amount
of rainfall and temperature will be recorded on the leachate recirculation
log.
If appreciable rainfall has occured during the previous 24 hours, no
recirculation will be conducted. Also, no recirculation will be conducted
while the temperature is below freezing.
2. J3asc line �=Tling of leachate
The base line sampling of the leachate has been performed. This sampling
and testing will continue on a monthly basis. The reports will be kept on
file at the landfill office.
3. Operational procedures
During the trial period recirculation will be accomplished by pump and
haul with a tanker truck equipped with a distributor bar and hose with
spray nozzle. The tanker truck will load at the leachate storage tank, haul
the leachate to the working face and distribute the leachate on the working
face..ia-a series of passes with the truck or sweeps with the nozzle. The
procedures to be used are as follows:
A. Determine if conditions are suitable for recirculation
March 31, 1994' EAST CAROLINA ENVIRONMENTAL, INC.
PROJECT NO. 1001-088-01 24 OPERATIONS PLAN
1.
Inspect working face — it should be dry, compacted and
with waste at least 5' deep
2.
Check rainfall — no appreciable rain during previous 24
hours
3.
Check thermometer — temperature must be above freezing
B. Calculate volume to be hauled
1.
Estimate volume of waste available to receive leachate
2.
Calculate leachate at 5 gallons of leachate per square foot
of waste available
C. Load tanker truck
1.
Check operation of pump and valves on truck
2.
Record level of leachate in leachate storage tank
3.
Fill truck with required volume of leachate
4.
Record tank level again and record volume hauled
D. Distribution of leachate
1.
Distribute leachate in uniform passes with truck across
working face, or
2.
Use hose and nozzle to distribute the leachate in uniform
sweeps across the surface
3.
Avoid concentrated applications — do not allow any runoff
4.
Do not allow discharge outside the cell under any
circumstances
E. Inspection
1.
At conclusion of recirculation activity inspect cell for
excess leachate concentrations or blow —outs
2.
Check leachate manhole for depth of leachate on liner
March 31, 1994" EAST CAROLINA ENVIRONMENTAL, INC.
PROJECT NO. 1001-088-01 25 OPERATIONS PLAN
S
F. Records
1. Complete leachate log
2. Make note of problems and corrections needed
4. Equipment
The following equipment is proposed for leachate recirculation:
A. Tanker truck — 2,500 gallon capacity with 4" distributor bar
capable of discharging 100 gallon per minute.
B. Engine driven centrifugal pump (mounted on truck) with 100' of
hose and nozzle — Pump capacity 50 gpm @ 60 psi
5. ccord—kee 'n
Logs will be maintained for leachate production and leachate recirculation.
These logs will be kept at the landfill office and will be available for
inspection (sample forms are attached). Copies of the logs will be
submitted to the Division with the progress report.
6. Depth of Waste
The depth of waste in the cell where recirculation is anticipated is estimate
to be 15'. Under no circumstances will leachate be applied to waste less
than 5' deep.
East Carolina shall follow the following operational conditions during the leachate
recirculation trial:
1. Records shall be kept of a daily/weekly basis as outlined above.
2. No leachate shall be applied on less than one lift (5 feet) of waste.
March 31, 1994' EAST CAROLINA ENVIRONMENTAL, INC.
PROJECT NO. 1001-088-01 26 OPERATIONS PLAN
3. No leachate shall be circulated when it is raining, or when the waste is too
wet.
4. No run—off or side seepage will be allowed.
5. Odors will be controlled.
6. Leachate depth shall be monitored in the manhole to ensure that the head
on the liner does not exceed one foot for more than 24 hours.
7. Leachate will be applied during daylight hours only.
8. The application system will be properly maintained and documented.
After a period of 60 days, East Carolina will test the Ieachate strength again. A
progress report will be submitted which contains a further expansion. of the
operating manual for leachate recirculation, the records of leachate generation and
application and copies of record —keeping forms used. East Carolina, or its
consultant, shall also submit a report of expected engineering performance of the
system. The report shall contain the following evaluation of the system:
1. The as built conditions such as slopes, permeabilities, lenghts etc of the
LCRS.
2. An evaluation of the expected maximum head on the liner, under open
conditions, using the peak monthly precipitation rate as the impingement
rate, to evaluate the relationship between the base slope, drainage layer
permeability and collector pipe spacing (Rule .1624(b)(2)(A)).
3. An evaluation of the hydraulic capacity of the system, including the time
to return the head on the liner to less than one foot after loading equal to
the 24 hour/25 year storm.
4. A demonstration showing that the loading rate of the system due to
leachate recirculation is within the design specifications and that the head
March 31, 1M EAST CAROLINA ENVIRONMENTAL, INC.
PROJECT NO. 1001-088-01 27 OPERATIONS PLAN
e
on the liner does not exceed one foot for a long period of time.
After the 120 day trial, East Carolina will test the leachate strength again, and
submit a final report on the leachate recirculation. The report will contain a final
operating manual including equipment specifications and maintenance schedules.
A report on the amount of leachate applied, recovered, rainfall and any other
pertinent hydraulic loading information, and a summary demonstrating the
outcome of the trial.
E. Random Inspection Program
The landfill is permitted as a municipal solid waste landfill and as such must not
receive regulated hazardous or nuclear wastes. It is important that such wastes not
enter the landfill because of the potential damage and liability these wastes could
cause should they enter the environment, particularly the groundwaters.
Random inspections shall be made at the times selected by the landfill operator
and will include the following minimum elements:
I. Random inspection representative of the daily incoming loads. Inspections
should be visually performed to the extent possible before tipping. The
load should then be tipped, spread and visually inspected.
2. Any suspicious load should be inspected.
3. Records of inspections should be made in a operator's log maintained at
the landfill. Log entries of inspections should include: truck identification,
March 31, 1994' EAST CAROLINA ENVIRONMENTAL, INC.
PROJECT NO. 1001-088-01 28 OPERATIONS PLAN
r110 TT 3-1
HODGES, HARBIN, NEWBERRY & TRIBBLE, ING`/
CONSULTING ENGINEERS F
484 MULBERRY STREET, SUITE 265 • POST OFFICE BOX 974
MACON, GEORGIA 31201 1' /
H. LOWRY TRIBBLE, JR., PE '� \ {• p:V (912) 743-7175
WILLIAM F. HODGES, PE
HAROLD L. NEWBERRY, PE AX (912) 743-1703
J. STEVEN HARBIN, PE
February 28, 1994
Ms. Sherri Hoyt
Solid Waste Divison
401 Oberlin Road
Raleigh, N.C. 27605
Re: Leachate Recirculation
East Carolina Landfill
HHNT Project No. 1001-061-01
Dear Ms. Hoyt:
The Preoperative Conditions requested in your letter of January 5, 1994, for the recirculation test
at East Carolina Landfill are enclosed. The recirculation test will proceed immediately.
Should you have any questions, please call.
Sincerely,
HODGES, HARBIN, NEWBERRY & TRIBBLE, INC.
Harold L. Newberry, P.E.
Principal
HLN:tt
cc: Mr. John Murray, P.E.
Mr. Chuck Ketring, P.G.
Mr. Greg Elkins
Mr. Bill Hodges, P.E.
r-�
365RIoyt.ltr
PREOPERATIVE CONDITIONS
FOR
LEACHATE RECIRCULATION
EAST CAROLINA REGIONAL LANDFILL
A rain gauge and thermometer will be installed near the landfill office. These instruments
will be read daily at the start of business. The amount of rainfall and temperature will
be recorded on the leachate recirculation log.
If appreciable rainfall has occurred during the previous 24 hours, no recirculation of
leachate will be conducted. Also, no recirculation will be conducted while the
temperature is below freezing.
2. Base line sampling of lcachatc
The base line sampling of the leachate has been performed (see attached laboratory
report). This sampling and testing will continue on a monthly basis. The reports will be
kept on file at the landfill office.
3. Operational procedures
During the trial period recirculation will be accomplished by pump and haul with a tanker
truck equipped with a distributor bar and hose with spray nozzle. The tanker truck will
load at the lcachatc storage tank, haul the lcachatc to the working face and distribute the
leachate on the working face in a series of passes with the truck or sweeps with the
nozzle. The procedures to be used arc as follows:
A. Determine if conditions are suitable for recirculation
1. Inspect working face — it should be dry, compacted and with waste at least
5' deep
2. Check rainfall — no appreciable rain during previous 24 hours
3. Check thermometer — temperature must be above freezing
B. Calculate volume to be hauled
1. Estimate volume of waste available to receive lcachatc
2. Calculate lcachatc at 5 gallons of lcachatc per square foot of waste
February 28, 1994 LEACHATE RECIRCULATION
HHNT Project No. 1001-061-01 1 EAST CAROLINA LANDFILL
t
available
C. Load tanker truck
1. Check operation of pump and valves on truck
2. Record level of leachatc in leachatc storage tank
3. Fill truck with required volume of leachatc
4. Record tank level again and record volume hauled
D. Distribution of lcachate
1. Distribute lcachate in uniform passes with truck across working face, or
2. Use hose and nozzle to distribute the lcachatc in uniform sweeps across
the surface
3. Avoid concentrated applications - do not allow any runoff
4. Do not allow discharge outside the cell under any circumstances
E. Inspection
1. At conclusion of recirculation activity inspect cell for excess leachatc
concentrations or blow -outs
2. Check leachate manhole for depth of lcachate on liner
F. Records
1. Complete leachatc log
2. Make note of problems and corrections needed
4. Equipment
The following equipment is proposed for lcachate recirculation:
A. Tanker truck - 2,500 gallon capacity with 4" distributor bar capable of
discharging 100 gallon per minute.
B. Engine driven centrifugal pump (mounted on truck) with 100' of hose and nozzle
- Pump capacity 50 gpm @ 60 psi
Logs will be maintained for lcachatc production and lcachatc recirculation. These logs
will be kept at the landfill office and will be available for inspection (sample forms are
attached). Copies of the logs will be submitted to the Division with the progress report.
February 28, 1994 J LEACHATE RECIRCULATION
HHNT Project No. 1001-061-01 2 EAST CAROLINA LANDFILL
It
6.
110170103
The depth of waste in the cell where recirculation is anticipated is estimate to be 15'.
Under no circumstances will leachate be applied to waste less than 5' deep.
!- February 28, 1994 LEACHATE RECIRCULATION
HHNT Project No. 1001-061-01 3 EAST CAROLINA LANDFILL
LEACHATE LOG EAST CAROLINA REGIONAL LANDFILL
PERMIT NO. 08-03
MONTH YEAR EAST CAROLINA ENVIRONMENTAL, INC.
1922 REPUBLICAN ROAD
AULANDER, NC. 27805
1
LEACHATE RECIRCULATION
FOR WEEK ENDING
EAST CAROLINA REGIONAL LANDFILL
PERMIT NO. 08-03
EAST CAROLINA ENVIRONMENTAL, INC.
1922 REPUBLICAN ROAD
CELL RECEIVING RECIRCULATION AULANDER, NC 2780�
DAY HOURS OF PREVIOUS
RECIRC VOLUME WEATHER � HRS.CONDfTION C011MF+.N15/PROBLEMS/CORRECTION
RECIRC RATE, GPM RFJMC OF
BGN END GALS. RAINFALL IN. WASTE
SUN
MON
TUE
WED
THU
FRI
SAT
TOTAL RECIRCULATION GALLONS SIGNATURE OF OPERATOR
i -. 1 I l) V i 'f..J ll i .-i iC ..:'.0 11 11 14 1 1141..
iu
ANALYTICAL SERVICES, INC.
ASI ENVIRONMENTAL MONITORING b LA130RATORY ANALYSIS
390 TRASERT AVENUE • ATLANT'A, GEORQIA 30309 b (404) 992-8144
PAX (404)892.2740 ■ Federal I.D. M68-1620655
PA?A---LAj;-P'♦; -� -
Hodges - Harbin - Newberry - Tribble December 15, 1993
PO Box 974
484 Mulberry Street, Suite 265
Macon GA 31202-0974
Attentioli: Mr. William F. Hodges Report No. 47528
Sample: water, East Carolina Environmental, receivod 11/30/93
RE,YULTS
Detac:tion
Read Limit
Chemical Oxygen Demand (Cou)(mg/1)(EPA 410.4)
18
5
Appendix 11 Subtitle
D
Solid Waste Disposal Facility Criteria
- Metals
Result
Detectiol
( 0y / 1l
tt...i.3d,�3L
Total
Antimony (Sb)(mg/1)(EPA 6010)..........
BDL
0.05
Total
Arsenic (As)(mg/1)(EPA 6010)...........
BOL
0.05
Total
Barium (aa)(mg/1)(EPA 6010)............
0.17
0.01
Total
Beryllium (Be)(mg/1)(EPA 6010).........
BDL
0.003
Total
Cadmium (Cd)(mg/}.)(EPA 6010)...........
BDL
0.01
Total
Chromium (cr)(mg/1)(EPA 6010)..........
BDL
0.01
Total
Cobalt (Co)(mg/1)(EPA 6010)............
0.08
0.04
Total
Copper (Cu)(mg/1)(EPA 6010)............
BDL
0.02
Total
Lead (Pb)(mg/1)(EPA 6010)..............
BDL
0.025
Total
Nickel (Ni)(mg/1)(EPA 6010).....
BDL
0.02
Total
Selenium (Se) (mg/1) (EPA 7740) ..........
BDL
0.01
Total
Silver (Ag)(mg/1)(EPA 6010)............
BDL
0.01
Total
Thallium (Tl)(mg/1)(EPA 7841)..........
SDL
0.01
Total
Vanadium (V)(mg/1)(EPA 6010)...........
BOL
0.02
Total
Zinc (zn)(mg/1)(EPA 6010)..............
2.5
0.02
BDL -
Below Detectcin Lim t
1:1-!15-"4 1 1 :C.=A1.1 FOl
Hodges -Harbin -Newberry -Tribble
Report
No. 4752!
Page 2 of I
EMU -
Appendix I, Subtitle D
solid waste Di®posal Facility Criteria - Organico
Result Detection
yolatilg pr cs (XP B26QL
(Ug/1.)- 1�r,.
u t11)
Acetone ■ . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . .
Acrylonitrile............
BDL
BDL
BDL
10 0
5o
2
aen z one . . . . . . . . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . .
Bromochloromethane ........................beef
Bromodichloromethane ................. $.........
Bromoform....................................
Carbon diesulfide...•.•.... •••••....... ••••...
Bromomethane........... .......... •o••.•......
Carbon tetracyhloride,.t...... too ..•••••••••••
Chlorobenzene................................
ch 1 oroethans . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Chloroform . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00
Chloromethane...... to ..... ........... .......e
Dibromochloromethana ..............t..••••.•••
1,2-Dibromo-3-chloropropane..................
1,2-Dibromoethane..t.......,,.e...... ..t.e...
Dibromomethane.................*$to...........
1,2-Dichlorobenzane ..........................
1,4-Diahlorobenzene ... .e.0...................
trams-1,4-Dichloro-2-butens....... .►..,......
1,1-Dichloroethane ...... ...t............ ....t
1,2-DichloroethanQ ..............••••.......••
1 1-Dichloroethane ...........................
cis-1,2-Dich1Oroethena......4................
trans-1,2-Dichloroethane .......... ......... •9
1, 2—pichloropropane....be*...................
cis-1,3-Dichloropropene ........... to ..... sell
traTls-1,3-Dichloropropene .............•.•....
... ........
mthylbanzAns............. ...... ...
z-nexanona.............Otte..................
BDL
BOL
BDL
BDL
BDL
DDL
BDL
BDL
13DL
BOL
BDL
BDL
BDL
BDL
BDL
BDL
7
BDL
BDL
BDL
BDL
BDL
BDL
BDL
6
BDL
BDL
10
10
14
5
10
2
102 2
2
10
3.0
10
10
10
10
10
100
2
2
2
2
2
2
2
2
2
50
100
xodomethane...................................
Methylene chloride ..... babe .. ......... .......
2-Butanone.. .... .....................
4-Mothyl-2-pentanone ....... feet .... ••.•.•.•.•
....... ....aft ..............
1,1,1,2-Tetrachloroethane.......... ..•.••��••
280
BDL
BDL
BDL
BDL
0
110
50
l0
2
BDL - BQ ow aeteot on Lim t
f
Hodges-Harbin-Newborry-Tribble Report Na. 47528
Page 3 of 3
Result
Detection
ya ati1e Draa cs fEpA, 0
( M//1)
Limit-' (ugj1j
1,I,2,2�Tftra�ah7.Qroethahe►...........o...®,.�
Tetrachxcroeth�ne
BDL
2
.................,.........,
Toluene.
8DL
2
........
31
2
1,1,1-Triahl0roethatne
........................
11112-Trichloraethane
20
2
......................�.
Triahloroothene.
BDL
2
Trichlorof=uoroMethane
BDL
2
.......................
1,a,3-Trichloropropane.
13
10
... 4..................
Vinyl acetate ...........
BDL
10
........... I ... ......
vinyl chlorides .......................6.......
BDL
100
XYlanea
BDL
10
......................................
20
5
BDL - Belo—w Detec on L1mlt
cc: Mr. Greg Elkins
M caroiinn)
Respectfully cubmitt®d,
By: �� (D�