Appendix_III_Well_Construction_and_Sampling_Info.pdf
PDF 2 MB Posted
- Attached to
- CCTV Preventative Maintenance, Installation, and Network Cabling Services (Re-Solicitation)
- Solicitation number
- 26-007
- Issued by
- Broward County, Florida
About this file
This appendix document provides detailed well construction and sampling point information for Santa Rosa County's three landfill monitoring facilities: the Central Landfill, Holley Landfill, and Class III Landfill. The document outlines specifications for 56 monitoring wells, 6 recovery wells, and associated sampling points across these three sites, with precise geographic coordinates, construction depths, screen intervals, and well diameters for each installation. The Central Landfill contains the majority of monitoring infrastructure with 36 wells categorized by function (detection, compliance, assessment, background, water level, and geotechnical), while Holley Landfill includes 13 wells and the Class III Landfill contains 10 wells. The appendix indicates that three wells (MW-51, MW-52, and MW-57) are not currently installed but will be installed during the contract period, and MW-47 will be abandoned during the same timeframe. Each well is mapped with latitude and longitude coordinates, grade elevations, top-of-casing measurements, and total depths ranging from approximately 26 to 250 feet.
The sampling parameters vary by well type and location but generally include field measurements (pH, temperature, specific conductivity, dissolved oxygen, turbidity, and visual observations) and laboratory testing for ammonia-nitrogen, nitrate/nitrite, volatile organic compounds, EPA Method 8260C constituents, chloride, arsenic, iron, manganese, sodium, total dissolved solids, and specific volatile contaminants including benzene and vinyl chloride. Recovery wells at the Central Landfill are designed for depths up to 153 feet with 20 to 30-inch screen intervals and 6-inch diameters, while most monitoring wells utilize 2 to 4-inch diameters with 10 to 20-foot screen intervals. The document includes site plans for both the Holley Landfill and Class III Landfill locations, showing the spatial distribution of monitoring infrastructure relative to facility features such as infiltration basins, settling basins, aeration ponds, and effluent lines, providing a comprehensive reference for contractors performing water quality sampling and analysis services under the Santa Rosa County contract solicitation 26-007.
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Appendix III Santa Rosa County
Landfill Monitoring Well Construction & Sampling
Point Information
Central Landfill Monitoring & Recovery Well
Information
MW-2 DETECTION 30° 34' 36.357" 87° 03' 39.905" 62.68 63.76 10 48.20 4
MW-4 COMPLIANCE 30° 35' 00.919" 87° 03' 32.950" 64.31 65.97 15 55.70 2
MW-6R COMPLIANCE 30° 34' 58.812" 87° 03' 29.714" 63.80 66.83 10 63.10 2
MW-8 COMPLIANCE 30° 34' 36.129" 87° 03' 28.173" 58.04 59.65 10 40.80 4
MW-9 DETECTION 30° 34' 36.526" 87° 03' 49.573" 62.76 66.25 10 42.20 4
MW-10 BACKGROUND 30° 34' 49.343" 87° 03' 56.624" 61.32 62.73 10 34.20 4
MW-11 WATER LEVEL 30° 34' 58.957" 87° 03' 29.957" 63.55 66.94 10 250.00 4
MW-14A DETECTION 30° 34' 36.288" 87° 03' 55.203" 63.40 66.46 15 53.20 4
MW-17 COMPLIANCE 30° 34' 29.534" 87° 03' 24.827" 33.50 36.18 15 26.55 4
MW-18 COMPLIANCE 30° 34' 33.298" 87° 03' 24.576" 43.25 46.52 15 44.50 4
MW-19 ASSESSMENT 30° 34' 38.91818" 87° 03' 25.03089" 58.82 58.84 15 50.40 4
MW-20A ASSESSMENT 30° 34' 39.25111" 87° 03' 18.70709" 59.44 60.38 10 54.70 4
MW-21 ASSESSMENT 30° 34' 44.52533" 87° 03' 18.47473" 63.78 63.81 15 56.80 4
MW-32 WATER LEVEL 30° 34' 29.819" 87° 03' 43.603" 50.20 53.17 10 31.80 4
MW-33 ASSESSMENT 30° 34' 38.93934" 87° 03' 24.93623" 59.40 59.44 15 20.99 4
MW-34 ASSESSMENT 30° 34' 38.93934" 87° 03' 24.93623" 65.05 65.15 15 54.13 4
MW-37 ASSESSMENT 30° 34' 39.15297" 87° 03' 18.70576" 58.63 58.63 15 116.90 4
MW-38 ASSESSMENT 30° 34' 44.42581" 87° 03' 18.47441" 63.68 63.78 15 101.10 4
MW-39 ASSESSMENT 30° 34' 44.56375" 87° 03' 01.03822" 60.36 57.34 15 107.66 4
MW-40 ASSESSMENT 30° 34' 33.71946" 87° 03' 29.05762" 53.78 53.84 10 38.15 2
MW-41 ASSESSMENT 30° 34' 30.59463" 87° 03' 29.96999" 41.49 41.52 10 28.40 2
MW-42 BACKGROUND 30° 34' 48.715" 87° 04' 01.602" 60.00 62.86 10 42.30 4
MW-43 BACKGROUND 30° 34' 37.2676" 87° 04' 12.0772" 64.64 67.91 10 57.80 4
MW-44 DETECTION 30° 34' 32.1975" 87° 03' 55.8192" 65.50 68.43 10 42.60 2
MW-45 DETECTION 30° 34' 32.1812" 87° 03' 59.1899" 64.30 67.30 10 42.30 2
MW-46 DETECTION 30° 34' 32.2794" 87° 04' 04.9070" 64.87 67.84 10 42.70 2
MW-47 DETECTION 30° 34' 32.3799" 87° 04' 10.6233" 65.88 68.72 10 43.00 2
PZ-AS ASSESSMENT 30° 34' 59.01130" 87° 03' 39.45265" 67.52 70.80 10 43.20 4
MW-GS COMPLIANCE 30° 34' 57.942" 87° 03' 27.139" 63.50 65.38 15 49.75 4
MW-HS COMPLIANCE 30° 34' 55.062" 87° 03' 27.304" 64.21 65.98 15 48.70 4
MW-IS COMPLIANCE 30° 34' 52.522" 87° 03' 27.398" 64.71 66.82 15 48.40 4
MW-LS COMPLIANCE 30° 34' 49.811" 87° 03' 27.521" 66.92 69.11 15 55.00 4
MW-MS COMPLIANCE 30° 34' 47.118" 87° 03' 27.638" 65.82 69.40 20 56.85 4
MW-NS COMPLIANCE 30° 34' 41.591" 87° 03' 27.980" 61.92 64.81 20 58.10 4
MW-OS ASSESSMENT 30° 34' 47.58505" 87° 03' 24.54029" 65.05 65.37 20 41.70 4
MW-E1 GEO TECH 30° 34' 32.8098" 87° 04' 17.9501" 64.11 67.46 10 48.40 2
MW-E2 GEO TECH 30° 34' 30.4968" 87° 04' 02.7814" 58.60 61.99 10 46.25 2
MW-E4 GEO TECH 30° 34' 24.0472" 87° 04' 15.0052" 53.13 55.85 10 43.30 2
MW-L1 DETECTION 30° 34' 32.848" 87° 03' 37.188" 55.11 57.81 10 39.50 2
MW-L2 DETECTION 30° 34' 30.173" 87° 03' 36.293" 53.50 56.38 10 36.00 2
RW-2 RECOVERY 30° 34' 53.08562" 87° 03' 27.37211" 65.27 - 20 90 6
RW-3 RECOVERY 30° 34' 49.09559" 87° 03' 27.54307" 69.50 - 20 90 6
RW-4 RECOVERY 30° 34' 45.62671" 87° 03' 27.67959" 67.01 - 20 92 6
RW-5 RECOVERY 30° 34' 41.94949" 87° 03' 27.88465" 64.84 - 20 92 6
RW-6 RECOVERY 30° 34' 38.42853" 87° 03' 28.02460" 63.13 - 20 92 6
RW-9R RECOVERY 30° 34' 43.189" 87° 03' 01.009" 54.10 - 30 153 6
WELL CONSTRUCTION DATA FOR THE CENTRAL LANDFILL
WELL ID TYPE LATITUDE (N) LONGITUDE (W) GRADE (ft) TOC (ft)
SCREEN
INTERVAL (ft) Well
Depth (ft)
WELL DIAMETER
(inches)
WELL CONSTRUCTION DATA FOR THE CENTRAL LANDFILL
WELL ID TYPE LATITUDE (N) LONGITUDE (W) GRADE (ft) TOC (ft)
SCREEN
INTERVAL (ft) Well
Depth (ft)
WELL DIAMETER
(inches)
CENTRAL
WELL ID
FI
EL
D*
Am m on ia
N
Ni tr at e/
Ni tr ite
Vo la til es
E
PA
C*
Ch lo rid e
Ar se ni c, Ir on
M an ga ne se
So di um
To ta l D is so lv ed lid s
Iro n
M an ga ne se
Be nz en e
Vi ny l
Ch lo rid e
MW-2 X X X X X X X X
MW-4 X X X X X X X X
MW-6R X X X X X X X X
MW-8 X X X X X X X X
MW-9 X X X X X X X X
MW-10 X X X X X X X X
MW-14a X X X X X X X X
MW-17 X X X X X X X X
MW-18 X X X X X X X X
MW-40 X X X X X X X X
MW-41 X X X X X X X X
MW-42 X X X X X X X X
MW-43 X X X X X X X X
MW-44 X X X X X X X X
MW-45 X X X X X X X X
MW-46 X X X X X X X X
MW-47 X X X X X X X X
MW-51 X X X X X X X X
MW-52 X X X X X X X X
MW-57 X X X X X X X X
MW-E1 X X X X X X X X
MW-GS X X X X X X X X
MW-HS X X X X X X X X
MW-IS X X X X X X X X
MW-LS X X X X X X X X
MW-MS X X X X X X X X
MW-NS X X X X X X X X
MW-L1 X X X X X X X X
MW-L2 X X X X X X X X
Leachate X X X X X X X X
MW-19 X X X X X
MW-20a X X X X X
MW-21 X X X X X
MW-33 X X X X X
MW-34 X X X X X
MW-37 X X X X X
MW-38 X X X X X
MW-39 X X X X X
MW-OS X X X X X
PZ-AS X X X X X
RW-9R X X X X X
CEN/EFF X X X X X
CEN/INF X X X X X
REIN/EFF X X X X X
REIN/INF X X X X X
BGPW X X X X
MW-11 X
MW-32 X
Depth to Groundwater Only - No Lab Testing
*Field Parameters: pH, temperature, specific conductivity, dissolved oxygen, turbidity, and colors and sheens
**8260C includes: benzene, chloroethane, trichloroethene, trichloroethane, tetrachloroethene, cis-1,2-dichloroethene, trans-1,2-dichloroethene, MW-47 will be abandoned during the contract period. MW-51,-52, and -57 are not currently installed but will be installed during the contract period.
De pt h to
Gr ou nd w at er
PARAMETERS TO BE TESTED
1,1-dichloroethene, and vinyl chloride
Holley Landfill
MW-3 Water Level 30° 27' 40.796" 86° 52' 29.881" 77.3 78.6 15 32.6 4 MW-4R Detection 30° 27' 28.540" 86° 52' 12.531" 101.7 104.29 10 85.8 4 MW-7R Compliance 30° 27' 32.562" 86° 52' 00.111" 101.55 104.33 10 100.3 4 MW-8R Compliance 30° 27' 38.472" 86° 52' 27.467" 85.39 88 10 74.90 4 MW-9S Background 30° 27' 40.503" 86° 52' 08.203" 86.93 88.09 20 90.2 4
MW-10R Compliance 30° 27' 26.309" 86° 52' 06.968" 100.04 102.6 10 101.80 4 MW-11SR Assessment 30° 27' 22.809" 86° 52' 07.514" 99.35 102.08 10 103.00 4 MW-12SR Assessment 30° 27' 23.742" 86° 52' 01.150" 102.48 105.12 10 100.00 4 MW-16R Compliance 30° 27' 26.168" 86° 52' 00.461" 102.33 105.04 10 102.4 4 MW-17 Compliance 30° 27' 29.269" 86° 52' 17.894" 95.35 97.42 15 82.00 4 MW-18 Compliance 30° 27' 32.626" 86° 52' 25.858" 82.98 85.59 15 54.8 2
MW-19R Compliance 30° 27' 29.323" 86° 52' 00.223" 104.21 106.76 10 100.50 4 MW-23R Assessment 30° 27' 23.6379" 86° 52' 04.7272" 101.15 103.88 10 103.00 4
WELL CONSTRUCTION DATA FOR OLD HOLLEY LANDFILL
WELL ID TYPE LATITUDE (N) LONGITUDE (W) GRADE (ft) TOC (ft)
SCREEN
INTERVAL (ft) Well
Depth (ft)
WELL DIAMETER
(inches)
HOLLEY
FI
EL
D*
Iro n
M an ga ne se
To ta l D is so lv ed lid s
To ta l D is so lv ed Ir on
M an ga ne se
MW-4R X X X X
MW-7R X X X X
MW-8R X X X X
MW-10R X X X X
MW-11SR X X X
MW-12SR X X X
MW-16R X X X X
MW-17 X X X X
MW-18 X X X X
MW-23R X X X
MW-9S X X X X
PZ-19R X X X X
EFFL X X X X
INFL X X X X
Leachate L-1 X X X
RW-1B X X
RW-2AR X X
MW-3 X
PARAMETERS TO BE TESTED
De pt h to
G ro un dw at er
*Field Parameters: pH, temperature, specific conductivity, dissolved oxygen, turbidity, and colors and sheens
MW-4R
MW-7R
PZ-19R
MW-17
MW-18
HOLLEY LANDFILL
R I V
R
O A
D
MW-23R
INFILTRATION
BASIN
SETTLING
BASIN
EXISTING STORMWATER
RETENTION BASIN
AERATION POND
EFFLUENT LINE
MW-16R
AERATION POND
PROJECT #
FIGURE
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N A
V A
R R
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S
A N
T A
S
A
C
O U
N T
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F
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MW-1
AERIAL SOURCE: GOOGLE EARTH, 2015
RW-1B
ATTACHMENT 2
Class III Landfill
MW-1 Background 30° 35' 42.334" 87° 04' 24.112" 78.45 81.33 55-65 67.98 4 15 MW-2 Detection 30° 35' 45.826" 87° 04' 12.899" 71.74 73.78 50-60 61.73 4 15 MW-3 Compliance 30° 35' 48.244" 87° 04' 13.511" 70.54 73.35 50-60 60.60 4 15 MW-4 Compliance 30° 35' 51.597" 87° 04' 18.102" 71.46 73.74 51-61 62.96 4 15 MW-5 Assessment 30° 35' 56.30856" 87° 04' 13.86276" 68.34 71.07 41-51 51.00 2 10 MW-6 Water Level 30° 35' 56.50167" 87° 04' 16.94631" 67.39 69.51 41-51 51.00 2 10 MW-7 Water Level 30° 35' 56.32872" 87° 04' 09.56157" 67.82 70.66 40-50 50.00 2 10 MW-8 Water Level 30° 36' 02.998" 87° 04' 15.484" 70.48 73.00 45-55 50.00 2 10 MW-9 Assessment 30° 36' 00.177" 87° 04' 09.323" 67.20 69.94 40-50 50.00 2 10
MW-10 Assessment 30° 36' 07.23280" 87° 04' 06.57328" 52.38 55.36 25-35 37.00 2 10
SCREEN
INTERVAL (ft)
Well Depth (ft)
WELL DIAMETER
(inches)
SCREEN LENGTH
(ft)
WELL CONSTRUCTION DATA FOR OLD CLASS III LANDFILL
WELL ID TYPE LATITUDE (N) LONGITUDE (W) GRADE (ft) TOC (ft)
CLASS III
FI
EL
D*
Iro n
M an ga ne se
MW-1 X X X
MW-2 X X X
MW-3 X X X
MW-4 X X X
MW-5 X X X
MW-6 X
MW-7 X
MW-8 X
MW-9 X X X
MW-10 X X X
RW-1A X X
EFFL X X
INFL X X
De pt h to
G ro un dw at er
PARAMETERS TO BE TESTED
*Field Parameters: pH, temperature, specific conductivity, dissolved oxygen, turbidity, and colors and sheens
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