Search Results
Digital Archives
Refine results
-
SHEET PILE CUT-OFF WALL INSTALLATION RPT_09 2010.PDF
From: Southern Lumber Company, Crosby, MS
We appreciate the opportunity to provide this information to the MDEQ.
Louis, was used to drive the sheet pile pairs to refusal, and then to drive each individual pile an
, Mississippi prior to shipping the sheet piles to the Site.
-
SITE INSPECTION PRIORTIZATION RPT_10 1992.PDF
From: Tennessee Gas, Bay St. Louis, MS, Compressor Station 530
Depth to this aquifer is approximately 10 to 25 feet below ground surface (bls)and it extends to a depth
to 160 feet bls (Ref. 17, p. 44).
to f(P property disposat ytti to other tras l'iN,r-o,s (deteribel.
-
DRAFT CONSENT ORDER_1988.PDF
From: Davis Timber, Hattiesburg, MS
do the analytical provide from 24" to 30" and 30" to 36".
all areas are aetated to 4" to 6" depth till areas until all areas are aerated to
to Mr.
-
FINAL SITE RPT_10 1999.PDF
From: Tennessee Gas, Bay St. Louis, MS, Compressor Station 530
1.12 feet bgs, B2 to 1.50 feet bgs, B3 to 4.22 feet bgs, B4 to 2.14 feet bgs, B5 to 2.50 feet bgs, and
the following depths: D1 to 0.71 feet bgs, D2 to 1.03 feet bgs, El to 1.21 feet bgs, E2 to 1.85 feet
TO DEPTH OF 1.5 FEET N-, PROPOSED AREAS TO BE EXCAVATED FEET - TO DEPTH OF 2.0 PROPOSED AREAS TO
-
CORRESPONDENCE_01 1999.PDF
From: American Creosote Works, Louisville, MS
. to abide by not to do everything only but operate plant make order, and to this to this such changes
4 C HNO3. pH < 2, cool to 4 °C NaCH, pH > 12, cool to 4 C BCL pH < 2, cool to 4 C Cool to 4 0C HNO3
,pii<2, cool to 4 C NaOH,pH > 12,cool to 4 C Cool to 4 0C Cool to 4 0C Cool to 4 OC Cool to 4 C Cool
-
SUPPLEMENTAL CHARACTERIZATION RPTS_11 1998.PDF
From: Tennessee Gas, Bay St. Louis, MS, Compressor Station 530
0 to 6 inches 10 ppm CBA-5-019 6 to 12 inches 15 ppm CBA-5-019 12 to 18 inches 100 ppm 2-7
0 to 6 inches 8 ppm CBB-5-021 6 to 12 inches 50 ppm CBB-5-021 12 to 18 inches 120 ppm Table l
to a depth of 12 inches.
-
SAMPLE DATA_1991.PDF
From: Texas Eastern Gas Pipeline Company, Union Church, MS, Compressor Station
prior to release.
Quantities to be Transloaded 800 tons of Soils can be moved daily on average.
The Custom Test column indicates of this project. to conform to the specific requirements I II I to
-
PHASE I SOIL CHARACTERIZATION APPENDIX A THRU C_03 2003.PDF
From: Red Panther, Clarksdale, MS
to matrix.
to matrix.
to matrix.
-
SITE INSPECTION PRIORITIZATION RPT_01 1992.PDF
From: Texas Eastern Gas Pipeline Company, Kosciusko, MS, Compressor Station
for to to to 5 river miles last site to have possible increased lake is account 429 there should
to gather data to .establish control limits.
NPL sites) than to use its emergency removal authority to respond to the site.
-
SCREENING SITE INSPECTION PHASE 2_10 1990.PDF
From: Fidelity Tire, Natchez, MS
However, i 0 to 50 ug/L in 30 to 100 years 0 to 800 ug/L in 70 to 300 years 0 to 350 ug/L in 20 to
' to to cont' d . .
c to to to to to to -. -- .. .. .. e to in -- .. o in to to to to in in to to oc .. .
-
SIITE VERIFICATION RPT_10 1995.PDF
From: Texas Eastern Gas Pipeline Company, Union Church, MS, Compressor Station
to the work performed pursuant to the Consent Decree.
related to elevated levels of TPH
Attempts to pump the water from the excavation to facilitate further vertical excavation were to no avail