About this file

Appendix D-4 SA Analytical Table_Figures_Coordinates

View the file

Other files

File Type Posted
Exhibit_C_FORM_H_Resume_of_Key_Personnel.doc DOC document
RFP-0000297_Amendment_3.docx DOCX document
1._N3B-P101-21_Chronic_Beryllium_Disease_Prevention_Program_DRAFT.pdf PDF
RFP-0000297_Amendment_2.docx DOCX document
4._N3B-Form-2120_Beryllium_Release_Fillable_Form__DRAFT.pdf PDF
3._N3B-Form-2119__Regulated_Beryllium_Area_Entry_Log_Form__DRAFT.pdf PDF
5._N3B-Form-2175_Beryllium_Inventory_Update_Form__DRAFT.pdf PDF
2._N3B-Form-2061_Beryllium_Hazard_Assessment_Form__DRAFT.pdf PDF
RFP-0000297_Amendment_1.docx DOCX document
2_TA-33_Overview.jpg JPG image
5_TA-33_Chaquehui_South_Site.jpg JPG image
3_TA-33_South_Ancho_East_Site.jpg JPG image
1_N3B_Task_Specific_Briefing_Form.doc DOC document
4_TA-33_Chaquehui_Main_Site_Area_6.jpg JPG image
Exhibit_D_Appendix_D-3_IWP_for_Lower_Water.pdf PDF
Exhibit_D_Appendix_D-9_Training_Matrix_Chaquehui_South_Ancho_Lower_Water.pdf PDF
Exhibit_D_Appendix_D-16_NMED_SSG.pdf PDF
Exhibit_D_Appendix_D-5_CCAA_Analytical_Table_Figures_Coordinates_Lithlog.pdf PDF
Exhibit_D_Appendix_D-11_NMED_Consent_Order.pdf PDF
Exhibit_D_Appendix_D-7_CGP.pdf PDF
Exhibit_C_FORM_M_Work_In_Progress.doc DOC document
Exhibit_D_Appendix_D-1_IWP_for_SACAA.pdf PDF
Exhibit_C_FORM_B_Construction_Plant_Equipment_List.doc DOC document
VMF_with_NTTC.pdf PDF
Exhibit_D_Rev_0_Chaquehui_South_Ancho_Lower_Water_CAAs.pdf PDF
Exhibit_I_Attachment_B.pdf PDF
Exhibit_C_FORM_D_Subcontract_Schedule.doc DOC document
Exhibit_D_Appendix_D-18_N3B_Subcontractor_Submittal_Form.pdf PDF
Exhibit_D_Appendix_D-14_SDDR_Form_2178.pdf PDF
RFP-0000297_Chaquehui_South_Ancho_Water_Canyons_FINAL.pdf PDF
Exhibit_C_FORM_N_Experience_Statement.doc DOC document
Exhibit_B_RFP-0000297_-_N3B_General_Conditions_for_Fixed_Price_Subcontracts.pdf PDF
Exhibit_D_Appendix_D-13_N3B_Request_for_Information_Form.pdf PDF
Exhibit_D_Appendix_D-15_PRPP_for_Chaquehui_and_South_Ancho.pdf PDF
Form_9100_-_Subcontract_Long_Form_Rev._0_RFP-0000297.pdf PDF
Exhibit_D_Appendix_D-2_IWP_for_CCAA.pdf PDF
Exhibit_D_Appendix_D-6_Lower_Water_Analytical_Table_Figures_Coordinates.pdf PDF
Exhibit_H_Quality.pdf PDF
Exhibit_G_Signed_South_Ancho_Canyon_and_Chaquehi_Canyon_1-24-2019.pdf PDF
Exhibit_D_Appendix_D-12_Threemile_SIR.pdf PDF
Certificate_of_Current_Cost_or_Pricing_Data.pdf PDF
Exhibit_F_Chaquehui_South_Ancho_Water_Canyon_w_DRAFT_CBDPP.pdf PDF
Exhibit_D_Appendix_D-10_N3B_SOPs_Procedures.pdf PDF
Exhibit_D_Appendix_D-8_WCSF_Chaq_Cyn_Agg_Area_022519.pdf PDF
Exhibit_F_Form_F3-2.docx DOCX document
Exhibit_C_FORM_A_Scheudle_of_Quantities_and_Prices.docx DOCX document
Exhibit_A_RFP-0000297_-_Prime_Contract_Flow_Down_Clauses_N3B_Form_9055.pdf PDF
Exhibit_C_FORM_F_Project_Organization_and_Workplan.doc DOC document
Exhibit_C_FORM_C-1_Lower_Tier_Experience_Statement.doc DOC document
WD_15_5463_Effective_1_1_19.pdf PDF
Show 40 more

Latest 50 of 54 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

South Ancho Canyon Aggregate Area Analytical Samples Sediment/Core Samples

Site Sampling Justification

Number of Locations and

Samples Location Numbers Depth (ft) Media T ot al

N um be r o f A na ly te s

T A

L M et al s (E

PS

S

W -8

-6

0B

/6

0)

C ya ni de

(E

PA

S W

-9

2A

N itr at e

(E

PA

P er ch lo ra te

(E

PA

S W

-8

-6

0) p H

SW

-8

-9

5C

V O

C s

(E

PA

S W

-8

0B

S

VO

C s

(E

PA

S W

-8

0C

E xp lo si ve C om po un ds

(E

PA

S W

-8

1A _M

O D

P C

B s

(E

PA

S W

-8

-8

2)

D io xi ns

/F ur an s

(E

PA

S W

-8

0)

G am m a-em itt in g

R ad io nu cl id es

EP

A

.1

Is ot op ic

U ra ni um

(H A

SL

-3

A sb es to s (P

M M

: 3

F ig ur e

N um be r

TA-33

Collect 28 samples from 4 locations,one location each west, south, east, and north of Chamber 1 (structure 33-4) to determine the nature and extent of contamination.

4 locations, 28 samples

3(a)-1 to 3(a)-4 0-1 ft bgs, 9-10 ft bgs, 19-20 ft bgs, 29-30 ft bgs, 39-40 ft bgs, 49-50 ft bgs, 59-60 ft bgs

Soil, tuff 308 28 28 28 28 28 — 28 28 28 28 28 28 — 4.1-1

Collect 21 samples from 3 locations located 50 ft laterally from center of Chamber 1 (structure 33-4) to determine the nature and extent of contamination.

3 locations, 21 samples

3(a)-5 to 3(a)-7 0-1 ft bgs, 9-10 ft bgs, 19-20 ft bgs, 29-30 ft bgs, 39-40 ft bgs, 49-50 ft bgs, 59-60 ft bgs

Soil, tuff 238 21 28 21 21 21 — 21 21 21 21 21 21 — 4.1-1

Collect 28 samples from 4 locations, one each from west, south, east, and north of Chamber 2 (structure 33-6) to determine nature and extent of contamination..

4 locations, 28 samples

3(b)-1 to 3(b)-4 0-1 ft bgs, 9-10 ft bgs, 19-20 ft bgs, 29-30 ft bgs, 39-40 ft bgs, 49-50 ft bgs, 59-60 ft bgs

Soil, tuff 308 28 28 28 28 28 — 28 28 28 28 28 28 — 4.2-1

Collect 28 samples from 4 locations 50 ft laterally from the centerof Chamber 2 (Structure 33-6) to determine nature and extent of contamination.

4 locations, 28 samples

3(b)-5 to 3(b)-8 0-1 ft bgs, 9-10 ft bgs, 19-20 ft bgs, 29-30 ft bgs, 39-40 ft bgs, 49-50 ft bgs, 59-60 ft bgs

Soil, tuff 308 28 28 28 28 28 — 28 28 28 28 28 28 — 4.2-1

Collect 3 samples from 1 location below base of septic tank after removal to determine the nature and extent of contamination.

1 location, 3 samples

4(c)-1 0-1 ft below septic tank, 2-3 ft below septic tank, 5-6 ft below septic tank

Soil, tuff 30 3 3 3 3 3 3 3 3 — — 3 3 — 4.3-1

Collect 4 samples from 2 locations below inlet and outlet lines at septic tank to determine the nature and extent of contamination.

2 locations, 4 samples

4(c)-2, 4(c)-3 0-1 ft below inlet/outlet pipe, 4-5 ft below inlet/outlet pipe

Soil, tuff 40 4 4 4 4 4 4 4 4 — — 4 4 — 4.3-1

Collect 20 samples from 5 locations in leach field to determine the nature and extent of contamination.

5 locations, 20 samples

4(c)-4 to 4(c)-8 0-1 ft bgs, 0-1 ft below leach field, 2-3 ft below leach field, 5-6 ft below leach field

Soil, tuff 200 20 20 20 20 20 20 20 20 — — 20 20 — 4.3-1

Collect 9 sample from 3 locations laterally around the leach field to determine the nature and extent of contamination.

3 locations, 9 samples

4(c)-9 to 4(c)-11 0-1 ft bgs, 2-3 ft bgs, 5-6 ft bgs

Soil, tuff 90 9 9 9 9 9 9 9 9 — — 9 9 — 4.3-1

Collect 9 samples from 3 locations below inlet line to determine the nature and extent of contamination.

3 location 9 samples

4(c)-12 to 4(c)-14 0-1 ft below inlet line, 2-3 ft below inlet line, 5-6 ft below inlet line

Soil, tuff 90 9 9 9 9 9 9 9 9 — — 9 9 — 4.3-1

SWMU 33-003(a)

SWMU 33-003(b)

SWMU 33-004(c)

Page 1 of 3RFP-0000297

Number of Locations and

Samples Location Numbers Depth (ft) Media T ot al

N um be r o f A na ly te s

T A

L M et al s (E

PS

S

W -8

-6

0B

/6

0)

C ya ni de

(E

PA

S W

-9

2A

N itr at e

(E

PA

P er ch lo ra te

(E

PA

S W

-8

-6

0) p H

SW

-8

-9

5C

V O

C s

(E

PA

S W

-8

0B

S

VO

C s

(E

PA

S W

-8

0C

E xp lo si ve C om po un ds

(E

PA

S W

-8

1A _M

O D

P C

B s

(E

PA

S W

-8

-8

2)

D io xi ns

/F ur an s

(E

PA

S W

-8

0)

G am m a-em itt in g

R ad io nu cl id es

EP

A

.1

Is ot op ic

U ra ni um

(H A

SL

-3

A sb es to s (P

M M

: 3

F ig ur e

N um be r

Collect 4 samples from 2 locations west and east of access road below drainline to verify location of drainline and determine the nature and extent of contamination.

2 locations, 4 samples

4(k)-1, 4(k)-2 0-1 ft below drainline, 2-3 ft below drainline

Soil, tuff 40 4 4 4 4 4 4 4 4 — — 4 4 — 4.4-1

Collect 3 samples from 1 location at the outfall to determine the nature and extent of contamination.

1 location, 3 samples

4(k)-3 0-1 ft bgs, 2-3 ft bgs, 5-6 ft bgs

Soil, tuff 30 3 3 3 3 3 3 3 3 — — 3 3 — 4.4-1

Collect 12 samples from 4 locations downgradient of the outfall to determine the nature and extent of contamination.

4 locations, 12 samples

4(k)-4 to 4(k)-7 0-1 ft bgs, 2-3 ft bgs, 5-6 ft bgs

Soil, tuff 120 12 12 12 12 12 12 12 12 — — 12 12 — 4.4-1

Collect 8 samples from 4 locations east and west of firing pads 33-97 and 33-98 to determine nature and extent of contamination.

4 locations, 8 samples

6(b)-1 to 6(b)-4 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 64 8 — 8 8 8 — 8 8 — — 8 8 — 4.5-1

Collect 24 samples from 6 locations on the slope of the berm to determine the nature and extent of the contamination.

6 locations, 24 samples

6(b)-5 to 6(b)-10 0-1 ft bgs, 2-3 ft bgs, 4-5 ft bgs, 9-10 ft bgs

Soil, tuff 192 24 — 24 24 24 — 24 24 — — 24 24 — 4.5-1

Collect 35 samples from 7 locations from the top of the berm to determine the nature and extent of the contamination.

7 locations, 35 samples

6(b)-11 to 6(b)-17 0-1 ft bgs, 2-3 ft bgs, 4-5 ft bgs, 9-10 ft bgs, 14-15 ft bgs

Soil, tuff 280 35 — 35 35 35 — 35 35 — — 35 35 — 4.5-1

Collect 16 samples from 8 locations at the base of the berm to determine the nature and extent of the contamination.

8 locations, 16 samples

6(b)-18 to 6(b)-25 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 128 16 — 16 16 16 — 16 16 — — 16 16 — 4.5-1

Collect 2 samples from 1 location at base of berm to determine the nature and extent of contamination.

1 location, 2 samples

7(a)-1 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 16 2 — 2 2 2 — 2 2 — — 2 2 — 4.6-1

Collect 28 samples from 7 locations on the slope of the berm to determine the nature and extent of contamination.

7 locations, 28 samples

7(a)-2 to 7(a)-8 0-1 ft bgs, 2-3 ft bgs, 4-5 ft bgs, 9-10 ft bgs

Soil, tuff 224 28 — 28 28 28 — 28 28 — — 28 28 — 4.6-1

Collect 15 samples from 5 locations on top of berm where former barricade was located to determine the nature and extent of contamination.

3 locations, 15 samples

7(a)-9 to 7(a)-11 0-1 ft bgs, 2-3 ft bgs, 4-5 ft bgs, 9-10 ft bgs, 14-15 ft bgs

Soil, tuff, sediment

120 15 — 15 15 15 — 15 15 — — 15 15 — 4.6-1

Collect 32 samples from 16 locations in the recovery catcher boxes to determine the natures and extent of the contamination.

2 locations, 32 samples

7(a)-12 to 7(a)-27 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 256 32 — 32 32 32 — 32 32 — — 32 32 — 4.6-1

Collect 8 samples from 4 locations at former gun 33-117 mount to determine the nature and extent of contamination.

4 locations, 8 samples

7(a)-28 to 7(a)-31 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 64 8 — 8 8 8 — 8 8 — — 8 8 — 4.6-1

Collect 8 samples from 4 locations from gun mount 33-135 to determine the nature and extent of contamination.

4 locations, 8 samples

7(a)-32 to 7(a)-35 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 64 8 — 8 8 8 — 8 8 — — 8 8 — 4.6-1

Collect 6 samples from 3 locations at gun mount 33-116 to determine the nature and ewxtent of contamination.

3 locations, 6 samples

7(a)-36 to 7(a)-38 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 48 6 — 6 6 6 — 6 6 — — 6 6 — 4.6-1

Collect 6 samples from 3 locations from recoil box west of 33-116 to determine the nature and extent of contamination.

3 locations, 6 samples

7(a)-39 to 7(a)-41 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 48 6 — 6 6 6 — 6 6 — — 6 6 — 4.6-1

Collect 4 samples from 1 location on the slope of the berm near recoil box to determine the nature and extent of contamination.

1 location, 4 samples

7(a)-42 0-1 ft bgs, 2-3 ft bgs, 4-5 ft bgs, 9-10 ft bgs

Soil, tuff 32 4 — 4 4 4 — 4 4 — — 4 4 — 4.6-1

Collect 5 samples from 1 location on top of berm near collection box to determine the nature and extent of contamination.

1 location, 5 samples

7(a)-43 0-1 ft bgs, 2-3 ft bgs, 4-5 ft bgs, 9-10 ft bgs, 14-15 ft bgs

Soil, tuff 40 5 — 5 5 5 — 5 5 — — 5 5 — 4.6-1

SWMU 33-004(k)

SWMU 33-006(b)

SWMU 33-007(a)

Page 2 of 3RFP-0000297

Number of Locations and

Samples Location Numbers Depth (ft) Media T ot al

N um be r o f A na ly te s

T A

L M et al s (E

PS

S

W -8

-6

0B

/6

0)

C ya ni de

(E

PA

S W

-9

2A

N itr at e

(E

PA

P er ch lo ra te

(E

PA

S W

-8

-6

0) p H

SW

-8

-9

5C

V O

C s

(E

PA

S W

-8

0B

S

VO

C s

(E

PA

S W

-8

0C

E xp lo si ve C om po un ds

(E

PA

S W

-8

1A _M

O D

P C

B s

(E

PA

S W

-8

-8

2)

D io xi ns

/F ur an s

(E

PA

S W

-8

0)

G am m a-em itt in g

R ad io nu cl id es

EP

A

.1

Is ot op ic

U ra ni um

(H A

SL

-3

A sb es to s (P

M M

: 3

F ig ur e

N um be r

Collect 80 samples from 16 locations in and around fill to determine the nature and extent of contamination.

16 locations, 80 samples

8(b)-1 to 8(b)-16 0-1 ft bgs, 2-3 ft bgs, 4-5 ft bgs, 8-9 ft bgs, 1 ft into tuff

Soil, tuff 960 80 80 80 80 80 80 80 80 80 80 80 80 — 4.7-1

Collect 16 samples from 8 locations in drainage area to the toe of the slope to determine the nature and extent of contamination.

8 locations, 16 samples

8(b)-17 to 8(b)-24 0-1 ft bgs, 2-3 ft bgs or 1 ft into tuff

Soil, tuff, sediment

192 16 16 16 16 16 16 16 16 16 16 16 16 — 4.7-1

Collect 36 samples from 18 locations at 25 ft spacing on east-west lines within the disposal area to determine the nature and extent of contamination.

18 locations, 36 samples

10(a)-1 to 10(a)-18 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 432 36 36 36 36 36 36 36 36 36 36 36 36 — 4.8-1

Collect 16 samples from 8 locations laterally around disposal area to determine the nature and extent of contamination.

8 locations, 16 samples

10(a)-19 to 10(a)-26 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 192 16 16 16 16 16 16 16 16 16 16 16 16 — 4.8-1

Collect 6 samples from 3 locations on canyon rim to determine the nature and extent of contamination.

3 locations, 6 samples

10(b)-1 to 10(b)-3 0-1 ft bgs, 2-3 ft bgs or 1 ft into tuff

Soil, tuff 48 6 — — — 6 — 6 6 6 — 6 6 6 4.9-1

Collect 12 samples from 6 locations in disposal area to determine the nature and extent of contamination.

6 locations, 12 samples

10(b)-4 to 10(b)-9 0-1 ft bgs, 2-3 ft bgs or 1 ft into tuff

Soil, tuff 96 12 — — — 12 — 12 12 12 — 12 12 12 4.9-1

Collect 42 samples from 21 locations in the disposal area to determine the nature and extent of contamination.

21 locations, 42 samples

10(d)-1 to 10(d)-21 0-1 ft bgs, 2-3 ft bgs or 1 ft into tuff

Soil, tuff 504 42 42 42 42 42 42 42 42 42 42 42 42 — 4.10-1

Collect 24 samples from 12 locations below the disposal area to determine the nature and extent of contamination.

12 locations, 24 samples

10(d)-22 to 10(d)-33 0-1 ft bgs, 2-3 ft bgs or 1 ft into tuff

Soil, tuff 288 24 24 24 24 24 24 24 24 24 24 24 24 — 4.10-1

Collect 4 samples from 2 locations adjacent to concrete pad to determine the nature and extent of contamination.

2 locations, 4 samples

2-1, 2-2 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 8 — — — — 4 — — — 4 — — — — 4.11-1

Collect 16 samples from 8 locations in drainage areas to determine the nature and extent of contamination.

8 locations, 16 samples

2-3 to 2-10 0-1 ft bgs, 2-3 ft bgs

Soil, tuff 32 — — — — 16 — — — 16 — — — — 4.11-1

TOTAL SAMPLES 6130 598 390 580 580 618 278 598 598 357 319 598 598 18

QA/QC & Other Samples Sediment/Core Samples

615 60 39 58 58 62 28 60 60 36 32 60 60 2

56 0 0 0 0 0 56 0 0 0 0 0 0 0

215 60 39 58 58 0 0 0 0 0 0 0 0 0

886 120 78 116 116 62 84 60 60 36 32 60 60 2

7016 718 468 696 696 680 362 658 658 393 351 658 658 20

Notes: Indicates excavations, trenches, or cleanups are required

Grand Total Analytes

Dups

Trip Blanks

Eq. Blanks

TOTAL QA/QC Samples

SWMU 33-010(d)

AOC C-33-002

SWMU 33-008(b)

SWMU 33-010(a)

SWMU 33-010(b)

Page 3 of 3RFP-0000297

SWMU or AOC

Figure 4.1-1 Proposed sampling locations at SWMU 33-003(a)

RFP-0000297

Figure 4.2-1 Proposed sampling locations at SWMU 33-003(b)

4(c)-144(c)-13

Figure 4.3-1 Proposed sampling locations at SWMU 33-004(c)

[SWMU 33-007(a)]

Figure 4.4-1 Proposed sampling locations at SWMU 33-004(k)

0) .i::,.

0)

SWMU 33-006(b)

� Berm

EI] Concrete pad

� - - - -, Former structure L ___ __J

.& Proposed sampling location

� Structure or building g---------

� 6(b)-12

Paved road

Unpaved road

L...,--L-, Fence

Communication line

Elevation Contours 2-ft Contour

D Gable Bldg.

33-88

10-ft and 20-ft Contour

100-ft Contour

N

25 50

Feet

State Plane Coordinate System New Mexico, Central Zone, US Survey Feet

North American Datum 1983

Navarro Research and Engineering, Inc.

Map 2015_33_006b_WP

Figure 4.5-1 Proposed sampling locations at SWMU 33-006(b)

I

SWMU 33-007(a)

CJ Structure ----� I Former structure

L---�

ES] . Concrete pad r: .. : .. :1

Former concrete pad i:_::::::i Ji1m1m,i1

Barricade (sandbags) l'.."""""I

CJ

,-----I I

I L ____

Proposed sampling location

Structure or building

Former structure

?(a)-29

/ ?(a)-28 7(a)-31 ---._______. [ }:f ,. \ Gun Mount//

(33-11

7\;

SWMU 33-007 a

?(a)-30

J \ \ \ I \ I I --'

Paved road Elevation Contours -- 2-11 Contour ------ Unpaved road -- 10-11 and 20-11 Contour

L...,---L-, Fence

Communication line -- 100-lt Contour

0 50 100

Feet

State Plane Coordinate System New Mexico, Central Zone, US Survey Feet

North American Datum 1983

Navarro Research and Engineering, Inc.

Map 2015_33_007a_WP

Figure 4.6-1 Proposed sampling locations at SWMU 33-007(a)

[SWMU 33-007(a)]

Figure 4.7-1 Proposed sampling locations at SWMU 33-008(b)

.&. Proposed sampling location c::J SWMU or AOC c::J Structure or building

Paved road

Unpaved road

L...,---L-, Fence

Elevation Contours

2-ft Contour

10-ft and 20-ft Contour

1 00-11 Contour

0 50 100

Feet

State Plane Coordinate System New Mexico, Central Zone, US Survey Feet

North American Datum 1983

Navarro Research and Engineering, Inc.

Map 2015_33_01 0a_WP

Figure 4.8-1 Proposed sampling locations at SWMU 33-010(a)

.&. Proposed sampling location c::J SWMU or AOC c::J Structure or building

Unpaved road

L...,----L--, Fence

Elevation Contours

2-ft Contour

10-ft and 20-ft Contour

1 00-11 Contour

0) .I>, 0, -.,J 0, C)

0) .I>, 0, , 0) , .I>, 0, 0, N

10 20

Feet

State Plane Coordinate System

0) .I>, 0, (0

New Mexico, Central Zone, US Survey Feet North American Datum 1983

Navarro Research and Engineering, Inc.

Map 2015_33_01 0b_WP

1736100

Figure 4.9-1 Proposed sampling locations at SWMU 33-010(b)

Proposed sampling location

SWMU or AOC

- - - - - - Unpaved road Elevation Contours

2-ft Contour

10-ft and 20-ft Contour

100-ft Contour

0 25 50

Feet

State Plane Coordinate System New Mexico, Central Zone, US Survey Feet

North American Datum 1983

Navarro Research and Engineering, Inc.

Map 2015_33_01 0d_WP

Figure 4.10-1 Proposed sampling locations at SWMU 33-010(d)

.... Proposed sampling location Paved road

CJ SWMU or AOC Unpaved road

CJ Structure or building Storm drain

Communication line

Control Building (33-87)

(X)

Elevation Contours

2-ft Contour

10-ft and 20-ft Contour

100-ft Contour

2-1 /2-2

0) .i:,.

0, (X) 0, ;2-3

2-5� i j

0) .i:,.

0, (0

N

0) .i:,.

0, (0 0, HorP01t-1rRo

Feet

State Plane Coordinate System New Mexico, Central Zone, US Survey Feet

North American Datum 1983

Navarro Research and Engineering, Inc.

Map 2015_C_33_002_WP

,/{736550

Figure 4.11-1 Proposed sampling locations at AOC C-33-002

South Ancho Cyn Agg Area Coordinates label x_coord y_coord 2-1 1645820.926 1736524.613 2-2 1645830.398 1736521.242 2-3 1645841.829 1736518.328 2-4 1645855.924 1736514.469 2-5 1645866.683 1736500.089 2-6 1645890.441 1736503.741 2-7 1645902.788 1736493.743 2-8 1645931.625 1736484.166 2-9 1645944.620 1736477.649 2-10 1645882.527 1736476.559 3(a)-1 1646087.615 1736530.228 3(a)-2 1646091.519 1736510.784 3(a)-3 1646114.236 1736512.506 3(a)-4 1646106.976 1736534.153 3(a)-5 1646065.907 1736484.982 3(a)-6 1646071.333 1736563.963 3(a)-7 1646148.318 1736512.860 3(b)-1 1645911.111 1736650.491 3(b)-2 1645915.775 1736631.352 3(b)-3 1645938.329 1736633.937 3(b)-4 1645930.212 1736655.189 3(b)-5 1645874.627 1736631.408 3(b)-6 1645911.185 1736691.592 3(b)-7 1645971.388 1736655.087 3(b)-8 1645934.806 1736594.855 4(c)-1 1645838.701 1736577.567 4(c)-2 1645835.541 1736575.117 4(c)-3 1645841.329 1736580.656 4(c)-4 1645866.076 1736589.639 4(c)-5 1645880.349 1736594.681 4(c)-6 1645892.634 1736598.729 4(c)-7 1645883.154 1736587.154 4(c)-8 1645877.544 1736602.208 4(c)-9 1645904.031 1736602.599 4(c)-10 1645887.237 1736575.828 4(c)-11 1645873.448 1736613.448 4(c)-12 1645799.539 1736531.694 4(c)-13 1645822.440 1736559.672 4(c)-14 1645829.967 1736568.726 4(k)-1 1645859.709 1736419.454 4(k)-2 1645882.970 1736397.388 4(k)-3 1645915.579 1736367.339 4(k)-4 1645925.662 1736367.933 4(k)-5 1645922.871 1736360.533 4(k)-6 1645914.139 1736358.030 4(k)-7 1645930.308 1736353.763 6(b)-1 1646184.291 1736507.499 6(b)-2 1646213.794 1736501.699 6(b)-3 1646351.083 1736474.784 6(b)-4 1646380.565 1736468.921 6(b)-5 1646418.809 1736462.036 6(b)-6 1646372.542 1736507.381 6(b)-7 1646319.452 1736503.493 6(b)-8 1646252.560 1736514.427 6(b)-9 1646205.425 1736535.483 6(b)-10 1646152.619 1736521.395 6(b)-11 1646126.914 1736539.130 6(b)-12 1646164.113 1736567.187 6(b)-13 1646214.001 1736575.950 6(b)-14 1646295.678 1736553.451 6(b)-15 1646379.302 1736543.763

6(b)-16 1646433.805 1736510.503 6(b)-17 1646446.998 1736458.073 6(b)-18 1646501.267 1736456.852 6(b)-19 1646481.643 1736521.183 6(b)-20 1646426.260 1736576.029 6(b)-21 1646353.656 1736597.732 6(b)-22 1646256.362 1736620.384 6(b)-23 1646185.236 1736620.069 6(b)-24 1646134.805 1736600.298 6(b)-25 1646092.779 1736557.074 7(a)-1 1646503.224 1736393.906 7(a)-2 1646475.765 1736418.593 7(a)-3 1646470.419 1736380.902 7(a)-4 1646452.134 1736353.443 7(a)-5 1646436.160 1736360.308 7(a)-6 1646433.652 1736383.411 7(a)-7 1646435.368 1736402.883 7(a)-8 1646430.550 1736427.636 7(a)-9 1646451.804 1736380.968 7(a)-10 1646451.870 1736397.536 7(a)-11 1646452.662 1736414.632 7(a)-12 1646346.270 1736419.314 7(a)-13 1646346.270 1736387.630 7(a)-14 1646412.332 1736402.949 7(a)-15 1646379.290 1736402.927 7(a)-16 1646324.240 1736402.432 7(a)-17 1646289.487 1736402.977 7(a)-18 1646418.405 1736384.599 7(a)-19 1646376.320 1736379.016 7(a)-20 1646324.735 1736373.768 7(a)-21 1646291.120 1736367.283 7(a)-22 1646347.706 1736354.313 7(a)-23 1646279.908 1736415.453 7(a)-24 1646259.997 1736402.448 7(a)-25 1646278.299 1736381.194 7(a)-26 1646262.555 1736365.055 7(a)-27 1646282.160 1736349.065 7(a)-28 1646071.272 1736402.410 7(a)-29 1646058.862 1736412.531 7(a)-30 1646059.038 1736391.937 7(a)-31 1646046.717 1736402.146 7(a)-32 1645975.336 1736332.513 7(a)-33 1645924.114 1736352.249 7(a)-34 1645932.695 1736293.898 7(a)-35 1645898.371 1736319.576 7(a)-36 1645896.266 1736400.098 7(a)-37 1645884.422 1736410.836 7(a)-38 1645884.273 1736389.412 7(a)-39 1645861.587 1736400.142 7(a)-40 1645848.295 1736411.541 7(a)-41 1645848.518 1736389.115 7(a)-42 1645837.602 1736399.808 7(a)-43 1645819.928 1736400.142 8(b)-1 1645994.407 1736381.537 8(b)-2 1646044.568 1736383.171 8(b)-3 1646094.582 1736384.953 8(b)-4 1646144.632 1736386.735 8(b)-5 1646170.511 1736362.642 8(b)-6 1646120.477 1736360.926 8(b)-7 1646070.576 1736359.210 8(b)-8 1646020.608 1736357.362 8(b)-9 1645970.178 1736367.989

8(b)-10 1645996.495 1736331.496 8(b)-11 1646046.425 1736333.306 8(b)-12 1646096.474 1736335.102 8(b)-13 1646146.403 1736336.940 8(b)-14 1646018.769 1736407.356 8(b)-15 1646118.711 1736410.985 8(b)-16 1646168.650 1736412.805 8(b)-17 1646102.338 1736310.489 8(b)-18 1646124.652 1736297.608 8(b)-19 1646153.012 1736258.657 8(b)-20 1646227.582 1736189.714 8(b)-21 1646315.740 1736142.310 8(b)-22 1646407.108 1736108.310 8(b)-23 1646514.436 1736051.844 8(b)-24 1646611.138 1736048.907 10(a)-1 1646296.716 1736293.719 10(a)-2 1646320.528 1736300.887 10(a)-3 1646344.574 1736307.319 10(a)-4 1646368.588 1736313.944 10(a)-5 1646392.787 1736319.954 10(a)-6 1646417.228 1736324.838 10(a)-7 1646440.905 1736329.678 10(a)-8 1646433.718 1736283.768 10(a)-9 1646409.916 1736277.220 10(a)-10 1646386.841 1736270.002 10(a)-11 1646363.055 1736264.249 10(a)-12 1646339.653 1736257.726 10(a)-13 1646317.009 1736252.042 10(a)-14 1646368.849 1736190.450 10(a)-15 1646391.472 1736197.334 10(a)-16 1646414.310 1736204.354 10(a)-17 1646438.318 1736211.674 10(a)-18 1646461.530 1736218.199 10(a)-19 1646480.039 1736295.762 10(a)-20 1646456.563 1736289.428 10(a)-21 1646483.621 1736224.725 10(a)-22 1646423.465 1736181.850 10(a)-23 1646345.843 1736183.644 10(a)-24 1646294.370 1736245.015 10(a)-25 1646456.191 1736141.271 10(a)-26 1646417.177 1736133.497 10(b)-1 1645758.897 1736095.318 10(b)-2 1645771.674 1736092.016 10(b)-3 1645788.827 1736077.180 10(b)-4 1645740.213 1736090.484 10(b)-5 1645756.400 1736073.739 10(b)-6 1645770.492 1736063.696 10(b)-7 1645722.353 1736066.197 10(b)-8 1645735.204 1736054.675 10(b)-9 1645749.975 1736037.846 10(d)-1 1646163.916 1736737.513 10(d)-2 1646194.076 1736751.343 10(d)-3 1646198.236 1736725.378 10(d)-4 1646220.928 1736728.339 10(d)-5 1646172.960 1736712.270 10(d)-6 1646206.026 1736694.971 10(d)-7 1646183.335 1736687.522 10(d)-8 1646158.866 1736678.958 10(d)-9 1646193.513 1736662.329 10(d)-10 1646217.037 1736669.837 10(d)-11 1646242.032 1736680.769 10(d)-12 1646270.122 1736745.068

10(d)-13 1646255.253 1736712.831 10(d)-14 1646291.229 1736697.360 10(d)-15 1646306.244 1736671.333 10(d)-16 1646294.361 1736649.630 10(d)-17 1646355.069 1736647.184 10(d)-18 1646344.418 1736626.444 10(d)-19 1646400.573 1736622.454 10(d)-20 1646445.905 1736598.462 10(d)-21 1646468.270 1736586.937 10(d)-22 1646501.903 1736635.231 10(d)-23 1646472.499 1736677.916 10(d)-24 1646434.962 1736700.535 10(d)-25 1646403.799 1736720.879 10(d)-26 1646348.186 1736747.965 10(d)-27 1646309.135 1736767.348 10(d)-28 1646364.973 1736812.030 10(d)-29 1646393.409 1736798.117 10(d)-30 1646440.230 1736780.060 10(d)-31 1646510.884 1736751.694 10(d)-32 1646533.181 1736729.041 10(d)-33 1646554.666 1736707.226

South Ancho Cyn Agg Area Analyticals_QA
South Ancho Cyn Agg Area Figures
Figure 4.1-1_33_003a_site_WP_rev
Page 1
Figure 4.2-1_33_003b_site_WP
Page 1
Figure 4.3-1_33_004c_site_WP
Page 1
Figure 4.4-1_33_004k_site_WP_rev
Figure 4.5-1_33_006b_site_WP
Page 1
Figure 4.6-1_33_007a_site_WP
Page 1
Figure 4.7-1_33_008b_site_WP_rev
Figure 4.8-1_33_010a_site_WP
Page 1
Figure 4.9-1_33_010b_site_WP
Page 1
Figure 4.10-1_33_010d_site_WP
Page 1
Figure 4.11-1_C_33_002_site_WP
Page 1
South Ancho Cyn Agg Area Coordinates
new_locations

File details come from the government source that posted it.