Attachment 02 - Proposed Sampling Plan.pdf

PDF 1 MB Posted

Attached to
Aircraft Fire Training Pond Soil Sampling Federal contract opportunity
Solicitation number
FA485524R0034
Issued by
Department of the Air Force Special Operations Command

About this file

This document appears to be an attachment titled "Proposed Sampling Plan" related to a federal contract opportunity for soil sampling services at an Aircraft Fire Training Pond.

The key details are: The contract opportunity is to provide PFAS soil samples to a depth of 15 feet beneath the evaporation pond elevation to determine the extent of the rinsate plume underneath the pond, in accordance with the Statement of Work (SOW). The Proposed Sampling Plan shows 10 bore locations with PFAS samples to be taken at 1 ft, 2 ft, 5 ft, 10 ft, and 15 ft depths. Each PFAS sample must comply with EPA Method 1633 with standard turnaround time at a DoD Environmental Laboratory Accreditation Program certified lab. The contract also requires pricing for additional bores and PFAS samples if requested, with all shipping, handling, and laboratory fees to be covered by the contractor.

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Text version

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EL 100.40

6" DRAIN LINE

4" PIPE IS TO BE

PLACED ABOVE

GROUND

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EL 96.27

4" PIPE

ELECT. ONDUIT

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FREEPE PROOF HYDRANT

(SEE DET. SHT. C-13

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C 1 1

KEYED NOTES: 0

1. SLEEVE AND SKIRT ASSEMBLY PREFABRICATED OR FIELD WELDED

FROM LINER MATERIAL.

2. EXTRUSION WELD SLEEVE TO SKIRT.

3. FIELD EXTRUSION WELD - SKIRT TO LINER.

4. STAINLESS STEEL CLAMP "BAND IT" WITH NEOPRENE OR

SANTOPRENE GASKET AND SUITABLE CAULKING.

5. HDPE LINER

6. COMPACTED BACKFILL OR INSITU SOIL.

7. CONCRETE ANCHOR BLOCK ( 4000 PSI).

8. NOT USED

9. 6"X6" W2.9XW2.9 WELDED WIRE MESH @ CENTER OF SLAB.

10. PROTECTIVE CUSHION, GEOTEXTILE OR FOAM.

PIPE & CONDUIT

3/8" X 4" STRAP

W/ 1 /2" ANCHORS

PENETRATION DETAIL

3'x 3' CONC. PAD

HOPE LINER

3'6"x 3'6" HOPE LINER

EXTRA LAYER

NOTE:

ALL PIPES SHALL BE ABOVE

GROUND EXCEPT AS NOTED.

4" PIPE

6" DRAIN LINE

ELEC.

NO TE,

REFER TD SI TE PLAN, SHT, C-3

FDR LOCA TIONS OF NE\./ GRAVEL

SURFACING,

2" WATER LINE (SEE

SHT. C-5 FOR

CONTINUATION -----J

@WATER

1 NTS

SLOPE

NOTE: TOP OF POND ELEVATIONS SHOWN

ARE TOP OF RAW SUBGRADE ELEVATIONS.

SEE SECT. 3 ON SHT. C-13

CONSERVATION POND

SLOPE

OPERATING LIMITS OF HOLDING POND:

NORMAL DEPTH UP TO 2.23'

MIN. FREEBOARD 1'

VARIES SEE PLAN

THIS SHT.

7' HIGH CHAIN LINK

FENCE (TYP.) POSTS

SHALL NOT PENETRATE

POND LINER

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INSITU SOIL

@PIPE ANCHOR DETAIL

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DETAIL

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KEYED NOTES: 0

1. ANCHOR BOLT(3/8" X 3-1 /2" EMBEDMENT) ON 6"

CENTER MAX

2. 1 / 4" X 2" STEEL FLAT BAR STAINLESS OR GALVANI PED

3. 3/16" NEOPRENE OR SANTOPRENE GASKET, 50 DUROMETET

4. SILICONE CAULK

5. HOPE LINER

6. 4000 PSI CONCRETE

7. 1/2" RADIUS

8. SMOOTH HAND TROWELED FINISH

9. PROTECTIVE CUSHION, GEOTEXTILE OR FOAM .

SEAL DETAIL

HDPE LINE

FILTER FABRIC

PAD DETAIL

AUG 97 AS BUil T

ACTION DATE DESCRIPTION OF REVISION

DESIGNED BY:

USAF

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

ALBUQUERQUE, NEW MEXICO

CANNON AIR FORCE BASE

CLOVIS, NEW MEXICO

DRAWN BY: CRASH FIRE RESCUE TRAINING FACILITY

N. JIRON

REVIEWED BY:

WATER CONSERVATION POND

S. HAGEN

SUBMITTED BY: CONTR. NO. DATED: JULY 1994

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DRAWING NUMBER SHEET NO.

NO. �

C-120F 14 1 2 8

DRAWING OF WORK "AS-BUILT"

Proposed sample locations

File details come from the government source that posted it. Updated .