draft eis vol 2 ch 4 figures
TRANSCRIPT
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Figure 4.1-12020 AM Peak Hour - No-Build Alternative Traffic On Local Roads
January 2007105114-F4101-2020amNoBuild_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-22020 PM Peak Hour - No-Build Alternative Traffic On Local Roads
January 2007105114-F4102-2020pmNoBuild_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-32020 AM Peak Hour - Alternative A Traffic On Local Roads
January 2007105114-F4103-2020amAltA_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-42020 PM Peak Hour - Alternative A Traffic On Local Roads
January 2007105114-F4104-2020pmAltA_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-52020 AM Peak Hour - Alternative B Traffic On Local Roads
January 2007105114-F4105-2020amAltB_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-62020 PM Peak Hour - Alternative B Traffic On Local Roads
January 2007105114-F4106-2020pmAltB_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-72020 AM Peak Hour - Alternative C Traffic On Local Roads
January 2007105114-F4107-2020amAltC_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-82020 PM Peak Hour - Alternative C Traffic On Local Roads
January 2007105114-F4108-2020pmAltC_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-92020 AM Peak Hour - Alternative D Traffic On Local Roads
January 2007105114-F4109-2020amAltD_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-102020 PM Peak Hour - Alternative D Traffic On Local Roads
January 2007105114-F4110-2020pmAltD_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-112020 AM Peak Hour - Alternative F Traffic On Local Roads
January 2007105114-F4111-2020amAltF_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-122020 PM Peak Hour - Alternative F Traffic On Local Roads
January 2007105114-F4112-2020pmAltF_Local.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-132025 AM Peak Hour - No-Build Alternative Traffic OnI-93 And At Exits 4 And 5
January 2007105114-F4113-2025amNoBuild_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-142025 PM Peak Hour - No-Build Alternative Traffic OnI-93 And At Exits 4 And 5
January 2007105114-F4114-2025pmNoBuild_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-152025 AM Peak Hour - Alternative A Traffic OnI-93 And At Exits 4, 4A And 5
January 2007105114-F4115-2025amAltA_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-162025 PM Peak Hour - Alternative A Traffic OnI-93 And At Exits 4, 4A And 5
January 2007105114-F4116-2025pmAltA_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-172025 AM Peak Hour - Alternative B Traffic OnI-93 And At Exits 4, 4A And 5
January 2007105114-F4117-2025amAltB_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-182025 PM Peak Hour - Alternative B Traffic OnI-93 And At Exits 4, 4A And 5
January 2007105114-F4118-2025pmAltB_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-192025 AM Peak Hour - Alternative C Traffic OnI-93 And At Exits 4, 4A And 5
January 2007105114-F4119-2025amAltC_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-202025 PM Peak Hour - Alternative C Traffic OnI-93 And At Exits 4, 4A And 5
January 2007105114-F4120-2025pmAltC_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-212025 AM Peak Hour - Alternative D Traffic OnI-93 And At Exits 4, 4A And 5
January 2007105114-F4121-2025amAltD_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-222025 PM Peak Hour - Alternative D Traffic OnI-93 And At Exits 4, 4A And 5
January 2007105114-F4122-2025pmAltD_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-232025 AM Peak Hour - Alternative F Traffic OnI-93 And At Exits 4 And 5
January 2007105114-F4123-2025amAltF_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Figure 4.1-242025 PM Peak Hour - Alternative F Traffic OnI-93 And At Exits 4 And 5
January 2007105114-F4124-2025pmAltF_I93.mxd
NoteMap is not to scale.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
Data SourcesCLD Consulting Engineers, Inc., 2006.Southern New Hampshire Planning Commission, 2006.
-
Scobie
Pond
Lower
Shields
Beaver
Lake
Adams
Pond
Hoods
Pond
Horns
Pond
Wheeler Pond
Pond
The
Meadows
Crystal
Spring
Derry
Londonderry
9
1
2
3
4
56
78
10
11
15 14
12 13
West
Bro
ok
Brook
Brook
Brook
Bro
ok
Bro
ok
Broo
k
Mante
r
Bea
ver
Shie
lds
Shields
Running
Little Cohas
Figure 4.3-1
Modeled Stormwater Discharge
Locations - No-Build Alternative
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
August 2006
Legend
!5 Stormwater Discharge Point
Watershed
Study Area
Building
Road
Stream
Town Boundary
I
0 3,000 6,000 Feet
105114-F4301-Stormwater_noBuild.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
-
!5
!5
!5
!5
!5
!5
!5 !5
Derry
Londonderry
9
1
4
5
6
7
8
10
Figure 4.3-2
Modeled Stormwater Discharge
Locations - Alternative A
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
August 2006
Legend
!5 Stormwater Discharge Point
Watershed
Proposed Pavement Layout
Area of Disturbance
Study Area
Building
Road
Stream
Town Boundary
I
0 1,500 3,000 Feet
105114-F4302-Stormwater_A.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
-
!5!5
!5
!5
!5
!5
!5
Derry
Londonderry
1
4
5
6
11
1213
Figure 4.3-3
Modeled Stormwater Discharge
Locations - Alternative B
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
August 2006
Legend
!5 Stormwater Discharge Point
Watershed
Proposed Pavement Layout
Area of Disturbance
Study Area
Building
Road
Stream
Town Boundary
I
0 1,500 3,000 Feet
105114-F4303-Stormwater_B.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
-
!5!5
!5
!5
!5
!5
!5!5
Derry
Londonderry
1
4
5
6
1514
1213
Figure 4.3-4
Modeled Stormwater Discharge
Locations - Alternative C
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
August 2006
Legend
!5 Stormwater Discharge Point
Watershed
Proposed Pavement Layout
Area of Disturbance
Study Area
Building
Road
Stream
Town Boundary
I
0 1,500 3,000 Feet
105114-F4304-Stormwater_C.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
-
!5!5
!5
!5
!5
!5
!5
!5
!5!5
!5
Derry
Londonderry
1
4
5
6
7
8
10
1514
1213
Figure 4.3-5
Modeled Stormwater Discharge
Locations - Alternative D
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
August 2006
Legend
!5 Stormwater Discharge Point
Watershed
Proposed Pavement Layout
Area of Disturbance
Study Area
Building
Road
Stream
Town Boundary
I
0 1,500 3,000 Feet
105114-F4305-Stormwater_D.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
-
!5
!5
!5
Derry
Londonderry
1
2
3
Figure 4.3-6
Modeled Stormwater Discharge
Locations - Alternative F
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
August 2006
Legend
!5 Stormwater Discharge Point
Watershed
Proposed Pavement Layout
Area of Disturbance
Study Area
Building
Road
Stream
Town Boundary
I
0 1,500 3,000 Feet
105114-F4306-Stormwater_F.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
-
Figure 4.4Wetland Functions and ValuesSymbols Key
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
August 2006105114-F450-FVA_Descriptions.mxd
Symbols KeyGroundwater Recharge/ DischargeFloodflow Alteration(Storage & Desynchronization)Fish and Shellfish HabitatSediment/Toxicant RetentionNutrient Removal/ Retention/TransformationProduction Export (Nutrient) Visual Quality/Aesthetics
Uniqueness/Heritage
Educational/Scientific Value
Recreation (Consumptive & Non-Consumptive)
Wildlife Habitat
Sediment/Shoreline Stabilization
WetlandI.D. TotalAcres ImpactedAcres
Indicates Principal Function or Value
Source: U.S. Army Corps of Engineers Highway Methodology Workbook Supplement, NAEEP-360-1-30a, September 1999
-
C-12a 0.29
-
A-13 7.09 0.35
A-8 5.85
-
C-12a 0.29
-
B-12c 0.16 0.09
B-2 10.55 2.32
B-12b 0.20 0.08
B-14b 0.66 0.05
B-13 2.33 0.40
B-15
B-16
2.95 0.74
2.90 0.63
B-17 0.12 0.02A-1 12.40 0.02
B-3 4.01 1.07
Beaver Lake
The MeadowsCh
este
r Rd
Pinkerton St
Tsie
nnet
o R
d
No. M
ain S
t
Rockingham
Rd
12
Figure 4.4-4
Wetland Impacts and FunctionalEvaluation for Alternative B
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Area of Disturbance
Proposed Pavement Layout
Impacted Wetland
Wetland
NWI Wetland
Approximate Limit of Wetland Field Evaluation
Study Area
Building
Road
Stream
Town Boundary
Vernal Pool
I
0 1,000 2,000 Feet
105114-F4404-WetFVA_B2.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
U.S. Fish and Wildlife Service, Classification of Wetlands and Deepwater Habitats of the United States. U.S. Department of the Interior, Fish and Wildlife Service, Washington, DC.
Notes
Wetland boundaries depicted in proximity to I-93obtained from the electronic files for the I-93Final Environmental Impact Statement for the Salem/Manchester corridor, NHDOT/FHWA April 2004. Wetland boundaries in proximity to the limits of field evaluation are based on aerial photo interpretation and field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way. These wetland boundaries wereedge-matched to nearby NWI wetlands outside the limits of field evaluation.
-
B-2 10.55 2.32
C-11 40.99 0.27
C-10a 0.01
-
?
?
B-12c 0.16 0.09
B-2 10.55 2.32
B-12b 0.20 0.08
B-14b 0.66 0.05
B-13 2.33 0.40
B-15
B-16
2.95 0.74
2.90 0.63
B-17 0.12 0.02A-1 12.40 0.02
B-1 8.75 0.06
Beaver Lake
The MeadowsCh
este
r Rd
Pinkerton St
Tsie
nnet
o R
d
No. M
ain S
t
Rockingham
Rd
Figure 4.4-6
Wetland Impacts and FunctionalEvaluation for Alternative C
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Area of Disturbance
Proposed Pavement Layout
Impacted Wetland
Wetland
NWI Wetland
Approximate Limit of Wetland Field Evaluation
Study Area
Building
Road
Stream
Town Boundary
I
0 1,000 2,000 Feet
105114-F4406-WetFVA_C2.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
U.S. Fish and Wildlife Service, Classification of Wetlands and Deepwater Habitats of the United States. U.S. Department of the Interior, Fish and Wildlife Service, Washington, DC.
Notes
Wetland boundaries depicted in proximity to I-93obtained from the electronic files for the I-93Final Environmental Impact Statement for the Salem/Manchester corridor, NHDOT/FHWA April 2004. Wetland boundaries in proximity to the limits of field evaluation are based on aerial photo interpretation and field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way. These wetland boundaries wereedge-matched to nearby NWI wetlands outside the limits of field evaluation.
-
B-1 8.75 0.06
C-11 40.99 0.27
C-10a 0.01
-
A-8 5.85
-
F-2 0.07
-
54
11
1
9
898
7
6
32
1
10
12
1111
10
I
Data Sources
Figure 4.4-10Potential Mitigation Site Locations
Town boundary, conservation/recreation area, road data layers provided by The New HampshireGeographically Referenced Analysis and Information Transfer System (NH GRANIT).U.S Geological Survey. "High Resolution NationalHydrography Dataset" [Online]. Available URL:http://nhd.usgs.gov/ [Accessed 30 August 2005].
August 2006
LegendPotential Mitigation SiteStudy AreaConservation/Recreation AreaBuildingOpen WaterStreamRoadsTown Boundary
0 1 2 Miles
105114-F4410-MitigationLoc.mxd
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
-
SubdividedParcel 5 Acres
Island Pond Road
Ballard Pond
RockinghanRecreational
Trail
Parcel A70 Acres
Parcel B2.1 Acres
Parcel C4.5 Acres
Parcel D69.5 Acres
Data Sources
Figure 4.4-11Potential Mitigation Site #1
Parcel data layer provided by Town of Derry GIS Department in October 2005.
Conservation/recreation area and NWI wetland layers provided by The New Hampshire Geographically Referenced Analysis and Information Transfer System (NH GRANIT).
U.S. Department of Agriculture, Natural ResourcesConservation Service. "State Soil Geographic (STATSGO) data base for New Hampshire." 1993.
U.S Geological Survey. "High Resolution NationalHydrography Dataset" [Online]. Available URL:http://nhd.usgs.gov/ [Accessed 30 August 2005].
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
Legend
Potential Mitigation Site
NWI Wetland
Hydric Soils
Parcels
Conservation/Recreation Areas
Stream
0 600 1,200 Feet
105114-F4411-Site1.mxd
-
Site #2(Mathes)139 ac.Site #3(Colby Litchfield)36 ac.
Musquash Swamp
Lordes Parcel
Data Sources
Figure 4.4-12Potential Mitigation Sites #2 and #3
Parcel data layer provided by Town of LondonderryGIS Department in October 2005.Conservation/recreation area and NWI wetland layers provided by The New Hampshire Geographically Referenced Analysis and Information Transfer System (NH GRANIT).U.S. Department of Agriculture, Natural ResourcesConservation Service. "State Soil Geographic (STATSGO) data base for New Hampshire." 1993.U.S Geological Survey. "High Resolution NationalHydrography Dataset" [Online]. Available URL:http://nhd.usgs.gov/ [Accessed 30 August 2005].
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
LegendPotential Mitigation SiteNWI WetlandHydric SoilsConservation LandsStreamTown Boundary
I
0 600 1,200 Feet
105114-F4412-Site2&3.mxd
-
Site #5 (Boston North)*1.78 ac. Wetland Enhancement8.36 ac. Total
Site #4(Ballinger)9 ac.
Wetland EnhancementCulvert and FillRemovalCorridor Easement For Future Road Crossing
Data Sources
Figure 4.4-13Potential Mitigation Sites #4 and #5
Parcel data layer provided by Town of LondonderryGIS Department in October 2005.Parcel data provided by Town of Derry GIS Department in October 2005.NWI wetland layer provided by The New Hampshire Geographically Referenced Analysis and Information Transfer System (NH GRANIT).U.S. Department of Agriculture, Natural ResourcesConservation Service. "State Soil Geographic (STATSGO) data base for New Hampshire." 1993.U.S Geological Survey. "High Resolution NationalHydrography Dataset" [Online]. Available URL:http://nhd.usgs.gov/ [Accessed 30 August 2005].
January 2006
LegendMitigation Site/Conservation AreaNWI WetlandHydric SoilsParcelsOpen WaterCorridor Easement for Future Road Crossing10ft ContoursStreamTown Boundary
I
0 400 800 Feet
105114-F4413-Site4&5.mxd
Note* Areas do not include easement areafor future road crossing.
DerryLondonderry
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
-
3"b
3"b
?
?
?
3"b
Der r yLondonder r y
Ash S
t
Rockingham Rd
Pinkerton St
Crys tal S
t
Franklin St
Tsie
nnet
o R
d
E. B
road
way
N M
ain St
Figure 4.4-14Cover Type Evaluation forAlternative A
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Power Line Corridor
Grass/Open land
Old Field/Mixed Forest
Clearing/Mixed Forest
Hardwood Forest
Mixed Forest
Softwood Forest
Wetland
Open Water
Developed Area
Area of Disturbance
Proposed Pavement Layout
Limit of Cover Type Evaluation
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F4414-CovType_A1.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
NotesCover types within the limits of cover type evaluation are based on aerial photo interpretationand field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way.
-
Beaver Lake
The MeadowsCh
ester
Rd
Rockingham Rd
Pinkerton St
Tsie
nnet
o R
d
No. M
ain St
Crys ta l S
t
Figure 4.4-15Cover Type Evaluation forAlternative A
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Power Line Corridor
Grass/Open land
Old Field/Mixed Forest
Clearing/Mixed Forest
Hardwood Forest
Mixed Forest
Softwood Forest
Wetland
Open Water
Developed Area
Area of Disturbance
Proposed Pavement Layout
Limit of Cover Type Evaluation
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F4415-CovType_A2.mxd
Woodlot Alternatives, Inc., 2006.
Data Sources
NotesCover types within the limits of cover type evaluation are based on aerial photo interpretationand field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way.
-
Der r yLondonder r y
Ash S
t
Rockingham Rd
Pinkerton St
Crys tal S
t
Franklin St
Tsie
nnet
o R
d
E. B
road
way
N M
ain St
Figure 4.4-16Cover Type Evaluation forAlternative B
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Power Line Corridor
Grass/Open land
Old Field/Mixed Forest
Clearing/Mixed Forest
Hardwood Forest
Mixed Forest
Softwood Forest
Wetland
Open Water
Developed Area
Area of Disturbance
Proposed Pavement Layout
Limit of Cover Type Evaluation
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F4416-CovType_B1.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
NotesCover types within the limits of cover type evaluation are based on aerial photo interpretationand field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way.
-
Beaver Lake
The MeadowsCh
ester
Rd
Pinkerton St
Tsie
nnet
o R
d
No. M
ain St
Rockingham Rd
Figure 4.4-17Cover Type Evaluation forAlternative B
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Power Line Corridor
Grass/Open land
Old Field/Mixed Forest
Clearing/Mixed Forest
Hardwood Forest
Mixed Forest
Softwood Forest
Wetland
Open Water
Developed Area
Area of Disturbance
Proposed Pavement Layout
Limit of Cover Type Evaluation
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F4417-CovType_B2.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
NotesCover types within the limits of cover type evaluation are based on aerial photo interpretationand field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way.
-
?
ScobiePond
Der r yLondonder r y
Rockingham
Rd
Cry
stal
St
Tsie
nnet
o Rd
Rockingham Rd
Figure 4.4-18Cover Type Evaluation forAlternative C
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Power Line Corridor
Grass/Open land
Old Field/Mixed Forest
Clearing/Mixed Forest
Hardwood Forest
Mixed Forest
Softwood Forest
Wetland
Open Water
Developed Area
Area of Disturbance
Proposed Pavement Layout
Limit of Cover Type Evaluation
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F4418-CovType_C1.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
NotesCover types within the limits of cover type evaluation are based on aerial photo interpretationand field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way.
-
?
?
Beaver Lake
The MeadowsCh
ester
Rd
Pinkerton St
Tsie
nnet
o R
d
No. M
ain St
Rockingham Rd
Figure 4.4-19Cover Type Evaluation forAlternative C
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Power Line Corridor
Grass/Open land
Old Field/Mixed Forest
Clearing/Mixed Forest
Hardwood Forest
Mixed Forest
Softwood Forest
Wetland
Open Water
Developed Area
Area of Disturbance
Proposed Pavement Layout
Limit of Cover Type Evaluation
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F4419-CovType_C2.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
NotesCover types within the limits of cover type evaluation are based on aerial photo interpretationand field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way.
-
3"b
3"b
?
ScobiePond
Der r yLondonder r y
Rockingham
Rd
Cry sta l S
t
Fols
om R
d
Figure 4.4-20Cover Type Evaluation forAlternative D
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Power Line Corridor
Grass/Open land
Old Field/Mixed Forest
Clearing/Mixed Forest
Hardwood Forest
Mixed Forest
Softwood Forest
Wetland
Open Water
Developed Area
Area of Disturbance
Proposed Pavement Layout
Limit of Cover Type Evaluation
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F4420-CovType_D1.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
NotesCover types within the limits of cover type evaluation are based on aerial photo interpretationand field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way.
-
Lo
nd
on
de
r ry
Beaver Lake
The Meadows
Fols
om R
d
Ches
ter R
d
Pinkerton St
Tsie
nnet
o R
d
No. M
ain St
Figure 4.4-21Cover Type Evaluation forAlternative D
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Power Line Corridor
Grass/Open land
Old Field/Mixed Forest
Clearing/Mixed Forest
Hardwood Forest
Mixed Forest
Softwood Forest
Wetland
Open Water
Developed Area
Area of Disturbance
Proposed Pavement
Limit of Cover Type Evaluation
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F4421-CovType_D2.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
NotesCover types within the limits of cover type evaluation are based on aerial photo interpretationand field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way.
-
S Main S
t
Broa
dway
Crystal S
t
E. B
road
way
Birch St
Hud
son-
Der
ry R
d
N M
ain St
Figure 4.4-22Cover Type Evaluation forAlternative F
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
January 2007
Legend
Grass/Open land
Hardwood Forest
Mixed Forest
Wetland
Open Water
Developed Area
Area of Disturbance
Proposed Pavement Layout
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F4422-CovType_F1.mxd
Data Sources
Woodlot Alternatives, Inc., 2006.
NotesCover types within the limits of cover type evaluation are based on aerial photo interpretationand field reconnaissance. Areas evaluated include proposed roadway footprint and areas within 200' of proposed right-of-way.
-
High StHovey Rd
A St
Ash St
Seasons Ln
Rockingham Rd
Franklin StTrolley Car Ln
Coteville Rd
Beacon StKitt Ln
B St
Broadway
Autumn Ln
Everett St
Madden Rd
Snowflake Ln
Data Sources
Figure 4.6-1Noise Impacted Receptorsfor Alternative A
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 250 500 750 Feet
!"b$
!"b$
?
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.
LegendNoise Receptor Impact Locations
I-93 Sound Wall
Alternative A
Buildings
Roads
Town Boundary
-
Tsiennet
o RdLinlew D
r
No. Main St
Scenic Dr
Pinkerton St East Derry Rd
Cemetery Rd
Jeff LaneBarkland Dr
Rockingham RdBrookview Dr
Corwin Dr
Morningsid
e Dr
Thames Rd
Data Sources
Figure 4.6-2Noise Impacted Receptorsfor Alternative A
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 250 500 750 Feet
?
?
A
LegendNoise Receptor Impact Locations
Alternative A
Buildings
Roads
?
-
High StHovey Rd
A St
Ash St
Seasons Ln
Rockingham Rd
Franklin StTrolley Car Ln
Coteville Rd
Beacon StKitt Ln
B St
Broadway
Autumn Ln
Everett St
Madden Rd
Snowflake Ln
Data Sources
Figure 4.6-3Noise Impacted Receptorsfor Alternative B
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 250 500 750 Feet
!"b$
!"b$
?
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.
LegendResidential Receptor, Noise Impact Locations
I-93 Sound Wall
Alternative B
Buildings
Roads
Town Boundary
-
Tsiennet
o Rd
Linlew D
r
Scenic DrNo. Main St
A St Pinkerton St
Rockingham Rd
Jeff LaneBarkland Dr
Cilley Ro
ad Brookview Dr
Doris St
Morningsid
e DrArrowh
ead Rd
Martha Dr
Thames Rd
Data Sources
Figure 4.6-4Noise Impacted Receptorsfor Alternative B
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 250 500 750 Feet
?
?
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.
A
? LegendResidential Receptor, Noise Impact LocationsAlternative B
Buildings
Roads
-
Rockingham Rd
Hovey Rd
A St
Ash St
High St Birch St
Linlew D
rTsie
nneto R
dSeasons Ln Fols
om Rd
Pinkerton StFranklin St
Stonehenge
Rd
Trolley Car Ln E. Broar
dway
Coteville Rd
Scobie
Pond R
dGordon DrWedgew
ood Dr
No. Main St
Lenox Rd
Judy D
r Perley R
d
B St Peabody Rd
Autumn Ln
Everett St
Rollins St
Madden Rd
Maple StJefferson
Snowflake LnThames Rd
Dresden W
ay
Data Sources
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 250 500 750 Feet
!"b$
?
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.?
Figure 4.6-5Noise Impacted Receptorsfor Alternative CLegend
Residential Receptor, Noise Impact Locations
I-93 Sound Wall
Alternative C
Buildings
Roads
Town Boundary
-
A StCoteville Rd B St
Tsienne
to Rd
Linlew D
r
Scenic DrNo. Main St
A St Pinkerton St
Rockingham Rd
Jeff LaneBarkland Dr
Cilley Ro
ad Brookview Dr
Doris St
Morningsid
e DrArrowh
ead Rd
Martha Dr
Thames Rd
Data Sources
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 250 500 750 Feet
?
?
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.
A
? Figure 4.6-6Noise Impacted Receptorsfor Alternative CLegend
Residential Receptor, Noise Impact LocationsAlternative C
Buildings
Roads
Town Boundary
-
Hovey Rd
Rockingham Rd
High St
A St
Ash St Birch St
Linlew Dr
Tsiennet
o RdSeasons Ln
E. Broar
dway
Pinkerton St
Folsom R
d
Franklin St
Trolley Car Ln
Coteville Rd
Broadway
Beacon St
Perkins Rd
Wedgewood DrGordon Dr Lenox
RdScobie Pond Rd
Kitt Ln
Perley Rd
Autumn Ln
Everett St
Pillsbury Rd
Pearl St
Madden Rd
Snowflake Ln
Data Sources
Figure 4.6-7Noise Impacted Receptorsfor Alternative D
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 250 500 750 Feet
!"b$
?
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.
LegendResidential Receptor, Noise Impact Locations
I-93 Sound Wall
Alternative D
Buildings
Roads
Town Boundary
?
-
A St
Franklin St
Coteville Rd B St
Madden Rd
Tsienne
to RdLinle
w Dr
No. Main St
Scenic Dr
Pinkerton St East Derry Rd
Cemetery Rd
Jeff LaneBarkland Dr
Rockingham Rd
Brookview DrCorwin Dr
Morningsid
e Dr
Thames Rd
Data Sources
Figure 4.6-8Noise Impacted Receptorsfor Alternative D
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 250 500 750 Feet
?
?
A
?
LegendResidential Receptor, Noise Impact LocationsAlternative D
Buildings
Roads
Town Boundary
-
High St
A St
Hovey R
d
Ash St
Broadway Birch S
t
Pillsbury Rd
Linlew Dr
Rocking
ham Rd
Hillside Av
E. Broardway
Folsom Rd
Frankli
n St
Trolley
Car Ln
Cotevil
le Rd
Pinkerton St
Tsiennetto Rd
Beacon StElm S
t
Aiken St
Londonderry Rd
Lenox RdPerley Rd
Hoodkr
oft Dr
B St
Peabody Rd
Maple S
t Pearl St
Valley
St
Apple Tree RdRed Ln Rollins
StOak
St
Scobie Po
nd Rd
Boyd RdDicky
St
Park A
v
Corwin Dr
Mt Pleasant St
Concor
d Av
Madden Rd
Wall S
t
Griffin S
t
Summer Ln
Crescent St
Grinnell St
Ela Av
Abbot St
Fenway
St
Wyman St
Manch
ester Av
Linwood
Av
Moody St
Laconia
Av
Central
St
Clarem
ont Av
Cote LnSeas
ons Ln
Figure 4.6-9Noise Impacted Receptorsfor Alternative F
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 400 800 Feet
?
A
A
?
Data Sources
!"b$
Legend
I-93 Sound Wall
Alternative F
Buildings
Roads
Town Boundary
Commerical Receptor, Noise Impact Locations
Residential Receptor, Noise Impact Locations
-
Tsiennetto Rd
Chester Rd
N Main
St
Scenic DrLinlew Dr
Pinkerton St
Cemeter
y Rd
No. Ma
in St
Jeff Lane
E. Broardway
Hoodkr
oft Dr
Peabod
y Rd
Barkland
DrNesmith
Beaver Lake RdEast Derry Rd
Perley Rd
Arrowhead Rd
Brookview Dr
No. Shore Rd
Coles St
S Main
St
Beaver
Rd
Corwin Dr
Morningside Dr
Coburn Rd
Crescent St Martha Dr
Thornton St
Thame
s Rd
Country Rd
Oxford Rd
Fieldsto
ne Dr
Academy
St
Newell R
d
Grandvie
w Ave
Saltma
rsh Rd
E. Broardway
Figure 4.6-10Noise Impacted Receptorsfor Alternative F
KM Chng Environmental, Inc., NH Departmentof Transportation, and CLD Consulting Engineers, Inc.
I-93 Exit 4A Interchange StudyDraft Environmental Impact StatementI
0 400 800 Feet
?
A
?
Data Sources
LegendResidential Receptor, Noise Impact LocationsAlternative F
Buildings
Roads
-
Scobie Pond
Lower Shields
Beaver Lake
Hoods PondHorns Pond
Wheeler Pond
Pond
TheMeadows
DerryLondonderry
UHS1
27RK39
27RK21
27RK68
27RK37127RK370
27RK372
27RK103
NH 45-21
27RK106
27RK107
27RK355
P5
P3P3
P9
P8P3
P3
P6
P7P11
P10
P12
F
DA
B
B, C A, D
A, B
C, D
NH 45-109
Data Sources
Archaeological Resources
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
April 2007
Legend#* Historic Period European American Site!( Pre-Contact Native American Site
Pre-Contact Native American Sensitive AreasArea of DisturbanceProposed Pavement LayoutStudy AreaBuildingOpen WaterStreamRoadTown Boundary
I
0 2,000 4,000 Feet
105114-F481-ArchSites.mxd
Archaeological resources were identified by Victoria Bunker, Inc.
Figure 4.8-1
-
A
A
800+00
801+00
802+00
803+00
804+00
805+00
806+00
807+00
808+00
809+00
810+00
811+00
812+00
813+00
C
C
1714
1715
1716
1717
1718
1719
1720
1721
1722
1723
1724
1725
1726
1727
1728
1729
1730
1731
1732
1733
1734
1735
1736
1737
1738
1739
1740
1741
1742
1743
1744
1745
1746
1747
1748
1749
1750
1751
1752
1753
1754
1755
1756
1757
1758
PT
St a 1732+77.68
PI
Sta 172
0+02.77
1712
1713
1714
1715
1716
1717
1718
1719
1720
1721
1722
1723
1724
1725
1726
1727
1728
1729
1730
1731
1732
1733
1734
1735
1736
1737
1738
1739
1740
1741
1742
1743
1744
1745
1746
1747
1748
1749
1750
1751
1752
1753
1754
1755
1756
PT
St a 1729+14.08
PI
Sta 171
8+01.27
51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
70+00
71+00
72+00
73+00
74+00
75+00
76+00
77+00
78+00
79+00
80+00
81+00
PTSt a 75+7 6.84
PCSt a 77+5 9.93
PTSta 80+55.62
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
PTSta 32+77.04
PCSta 39+37.24
PTSta 41+85.51
82 deg
80 deg
75 deg
77 deg
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
22+59
PC
Sta 19+00.3
7
PT
St a 21+60.33
~= 6^
20'57.
1"T =
138.6
6'R =
2500.
00'L =
277.0
4'E =
3.84'
~= 23^4
2'27.7"
T = 125
.94'R =
600.00
'L =
248.27
'E =
13.07'
B
B
~= 9^1
8'33.3"
T = 130
.27'R =
1600.0
0'
L = 259
.96'
E = 5.2
9'
B
~= 20^3
9'23.9"
T = 291
.59'R =
1600.0
0'L =
576.84
'E =
26.35'
~= 21^1
0'36.4"
T = 149
.55'R =
800.00
'L =
295.68
'E =
13.86'
B
B
Ramp A
Ramp B
Ramp D
Ramp C
Slope Impact Area - 1.4 Ac.
Lot 20
Lot 21
Lot 22
Exit 4A ROWTaking - 2.4 Ac.Stone
henge Rd
Bartley Hill Rd
Seasons
Ln
Snowflake Ln
Perkins Rd
Hardy Rd
Figure 4.8-2Impacted Historic Resources -Alternatives C and D
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006105114-F4802-ReedPaigeClark.mxd
I
Data SourcesParcels, buildings and roads data layers provided byTown of Londonderry GIS Program in October 2005.
0 400 800 Feet
LegendProposed PavementLimits of Disturbance
Building
StreamRoadExit 4A Proposed ROW
Exit 4A ROW Takings (2.4 Acres)
I-93 Widening Proposed ROWReed Paige Clark Historic Homestead/Section 4(f) Boundary
Slope Impact Area (1.4 Acres)
-
Figure 4.9-1Change in Land Development1974 - 1998 Socio-economic Area
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
April 2007105114-F4907-LandDev.mxd
-
Rider Field
Direct Impact1.0 Ac.
Remnant0.35 Ac.
Water
Tower
Athletic
Field
Athletic
Field
Parking
Data Sources
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
0 300 600 Feet
105114-F41001-RiderField.mxd
Parcels and buildings data layers provided by theTown of Derry GIS Department in October 2005.
Figure 4.10-1Impacted Parks -Alternatives B and C
Legend
Proposed Pavement
Limits of Disturbance
Building
Open Water
Rider Field Impacts (1.35 Ac.)
Remnant (0.35 Ac.)
Direct Impact (1.0 Ac.)
Parking Area
Athletic Field
Rider Field Recreational Parcel/Section 4(f) Boundary
Road
Trail
-
3"b
3"b
?
?
?
Der r yLondonder r y
1a
23a
26a
6a
3a 4a
9a
8a
5a
7a
2a
218
217
212
211
10a
17a
13a
15a
11a
24a
220
219
216
215
214
213
16a
12a
14a
31a
8
9
4
3
9938
79
50
31333032
28
29
25 26
24
2220
19
17
18 16
14
15
12
74
93
206
202
203165
207
196
206
108
121
130
136
197
116
118
198
205
123131
200
129
122
199
191193
104
192
152
107
105
35/87
103/201
Ash S
t
Rockingham Rd
Pinkerton St
Franklin St
Tsie
nnet
o R
d
E. B
road
way
N M
ain St
Figure 4.11-1Potential Petroleum, HazardousMaterials Sites, and Solid Waste
Sites for Alternative A
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
Legend
Hazardous Material Sites
High
Moderate/High
Moderate
Low
Not Rated
Area of Disturbance
Proposed Pavement Layout
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F41101-HazMat_A1.mxd
Data SourcesHazardous material data were compiled by CLDConsulting Engineers, Inc. (CLD) personnel and a professional data search service, Environmental Data Resources, Inc. (EDR) of Southport, CT. Searches performed by EDR and CLD personnel include reviews of both the Federal and State Regulatory Agency databases identified by the American Society of Testing and Materials (ASTM). The date of EDRs review is October 26, 2005. CLD completed a windshield survey to re-confirm existing conditions on February 15, 2006.
The Not Rated designation is meant to identify those locations that have not been ranked for hazardous materials concerns because the site was deemed (after conducting database research,windshield surveys and coordinating with the NHDOTHazardous Materials Coordinator) to not warrant further review due to the site condition or physical location/distance from the remaining corridors.
Note
-
Beaver Lake
The Meadows
Ches
ter R
dRockingham Rd
Pinkerton St
Tsie
nnet
o R
d
No. M
ain St
Crys ta l S
t
1a
23a
26a
6a
3a 4a
8a
5a
7a
2a
218
217
212
211
22a
30a28a
24a
25a
216
215
214
213
210
31a
27a
8
9
4
3
17
14
15
12
93
138
137
136
197
116
118
198
205
123131
129
122
106
Figure 4.11-2Potential Petroleum, HazardousMaterials Sites, and Solid Waste
Sites for Alternative A
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
Legend
Hazardous Material Sites
High
Moderate/High
Moderate
Low
Not Rated
Area of Disturbance
Proposed Pavement Layout
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F41102-HazMat_A2.mxd
Data SourcesHazardous material data were compiled by CLDConsulting Engineers, Inc. (CLD) personnel and a professional data search service, Environmental Data Resources, Inc. (EDR) of Southport, CT. Searches performed by EDR and CLD personnel include reviews of both the Federal and State Regulatory Agency databases identified by the American Society of Testing and Materials (ASTM). The date of EDRs review is October 26, 2005. CLD completed a windshield survey to re-confirm existing conditions on February 15, 2006.
The Not Rated designation is meant to identify those locations that have not been ranked for hazardous materials concerns because the site was deemed (after conducting database research,windshield surveys and coordinating with the NHDOTHazardous Materials Coordinator) to not warrant further review due to the site condition or physical location/distance from the remaining corridors.
Note
-
Der r yLondonder r y
Ash S
t
Rockingham Rd
Pinkerton St
Franklin St
Tsie
nnet
o R
d
N M
ain St
8
9
4
3
9938
50
31
333032
28 29
25 26
24
2220
19
17
18 16
14
15
12
74
93
206
202207
196
206
108
121
130
136
197
116
118
198
205
123131
200
129
122
199
191193
104
192
152
107
105
35/87
103/201
220
219
216
215
214
213
16a
12a
14a
31a
4a
9a
8a
5a
7a
2a
218
217
212
211
10a
17a
13a
15a
11a
6a
3a
1a
26a
Crys tal S
t
E. B
road
way
Figure 4.11-3Potential Petroleum, HazardousMaterials Sites, and Solid Waste
Sites for Alternative B
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
Legend
Hazardous Material Sites
High
Moderate/High
Moderate
Low
Not Rated
Area of Disturbance
Proposed Pavement Layout
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F41103-HazMat_B1.mxd
Data SourcesHazardous material data were compiled by CLDConsulting Engineers, Inc. (CLD) personnel and a professional data search service, Environmental Data Resources, Inc. (EDR) of Southport, CT. Searches performed by EDR and CLD personnel include reviews of both the Federal and State Regulatory Agency databases identified by the American Society of Testing and Materials (ASTM). The date of EDRs review is October 26, 2005. CLD completed a windshield survey to re-confirm existing conditions on February 15, 2006.
The Not Rated designation is meant to identify those locations that have not been ranked for hazardous materials concerns because the site was deemed (after conducting database research,windshield surveys and coordinating with the NHDOTHazardous Materials Coordinator) to not warrant further review due to the site condition or physical location/distance from the remaining corridors.
Note
-
?
?
De
rr y
Beaver Lake
The MeadowsCh
ester
Rd
Pinkerton St
Tsie
nnet
o R
d
No. M
ain St
Rockingham Rd
1a
23a
26a
6a
3a 4a
8a
5a
7a
2a
218
217
212
211
22a
17a
30a28a
24a
25a
29a
214
213
210
31a
27a
8
9
4
3
15
12
93
136
197
116
118
198
205
123131
200
129
122
199
107
105
106
Figure 4.11-4Potential Petroleum, HazardousMaterials Sites, and Solid Waste
Sites for Alternative B
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
Legend
Hazardous Material Sites
High
Moderate/High
Moderate
Low
Not Rated
Area of Disturbance
Proposed Pavement Layout
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F41104-HazMat_B2.mxd
Data SourcesHazardous material data were compiled by CLDConsulting Engineers, Inc. (CLD) personnel and a professional data search service, Environmental Data Resources, Inc. (EDR) of Southport, CT. Searches performed by EDR and CLD personnel include reviews of both the Federal and State Regulatory Agency databases identified by the American Society of Testing and Materials (ASTM). The date of EDRs review is October 26, 2005. CLD completed a windshield survey to re-confirm existing conditions on February 15, 2006.
The Not Rated designation is meant to identify those locations that have not been ranked for hazardous materials concerns because the site was deemed (after conducting database research,windshield surveys and coordinating with the NHDOTHazardous Materials Coordinator) to not warrant further review due to the site condition or physical location/distance from the remaining corridors.
Note
-
3"b
?
ScobiePond
Der r yLondonder r y
Rockingham
Rd
Rockingham Rd
9
4
3
2220
19
18 16
14
12
74
116
118
198
205
123131
200
129
122
199
191193
104
192
152
107
105
106
103/201
220
215
214
213
31a
4a
8a
5a
7a
2a
218
217
212
17a
6a3a
1a
26a
Figure 4.11-5Potential Petroleum, HazardousMaterials Sites, and Solid Waste
Sites for Alternative C
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
Legend
Hazardous Material Sites
High
Moderate/High
Moderate
Low
Not Rated
Area of Disturbance
Proposed Pavement Layout
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F41105-HazMat_C1.mxd
Data SourcesHazardous material data were compiled by CLDConsulting Engineers, Inc. (CLD) personnel and a professional data search service, Environmental Data Resources, Inc. (EDR) of Southport, CT. Searches performed by EDR and CLD personnel include reviews of both the Federal and State Regulatory Agency databases identified by the American Society of Testing and Materials (ASTM). The date of EDRs review is October 26, 2005. CLD completed a windshield survey to re-confirm existing conditions on February 15, 2006.
The Not Rated designation is meant to identify those locations that have not been ranked for hazardous materials concerns because the site was deemed (after conducting database research,windshield surveys and coordinating with the NHDOTHazardous Materials Coordinator) to not warrant further review due to the site condition or physical location/distance from the remaining corridors.
Note
-
?
?
De
rr y
Beaver Lake
The MeadowsCh
ester
Rd
Pinkerton St
Tsie
nnet
o R
d
No. M
ain St
Rockingham Rd
1a
23a
26a
6a
3a 4a
8a
5a
7a
2a
218
217
212
211
22a
17a
30a28a
24a
25a
29a
214
213
210
31a
27a
8
9
4
3
15
12
93
136
197
116
118
198
205
123131
200
129
122
199
107
105
106
Figure 4.11-6Potential Petroleum, HazardousMaterials Sites, and Solid Waste
Sites for Alternative C
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
Legend
Hazardous Material Sites
High
Moderate/High
Moderate
Low
Not Rated
Area of Disturbance
Proposed Pavement Layout
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F41106-HazMat_C2.mxd
Data SourcesHazardous material data were compiled by CLDConsulting Engineers, Inc. (CLD) personnel and a professional data search service, Environmental Data Resources, Inc. (EDR) of Southport, CT. Searches performed by EDR and CLD personnel include reviews of both the Federal and State Regulatory Agency databases identified by the American Society of Testing and Materials (ASTM). The date of EDRs review is October 26, 2005. CLD completed a windshield survey to re-confirm existing conditions on February 15, 2006.
The Not Rated designation is meant to identify those locations that have not been ranked for hazardous materials concerns because the site was deemed (after conducting database research,windshield surveys and coordinating with the NHDOTHazardous Materials Coordinator) to not warrant further review due to the site condition or physical location/distance from the remaining corridors.
Note
-
3"b
?
ScobiePond
Der r yLondonder r y
Rockingham
Rd
Fols
om R
d
1a
26a
6a
3a 4a
8a
5a
7a
2a
218
217
212
17a
220
215
214
213
31a
9
4
3
2220
19
18 16
14
12
74
116
118
198
205
123131
200
129
122
199
191193
104
192
152
107
105
106
103/201
Figure 4.11-7Potential Petroleum, HazardousMaterials Sites, and Solid Waste
Sites for Alternative D
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
Legend
Hazardous Material Sites
High
Moderate/High
Moderate
Low
Not Rated
Area of Disturbance
Proposed Pavement
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F41107-HazMat_D1.mxd
Data SourcesHazardous material data were compiled by CLDConsulting Engineers, Inc. (CLD) personnel and a professional data search service, Environmental Data Resources, Inc. (EDR) of Southport, CT. Searches performed by EDR and CLD personnel include reviews of both the Federal and State Regulatory Agency databases identified by the American Society of Testing and Materials (ASTM). The date of EDRs review is October 26, 2005. CLD completed a windshield survey to re-confirm existing conditions on February 15, 2006.
The Not Rated designation is meant to identify those locations that have not been ranked for hazardous materials concerns because the site was deemed (after conducting database research,windshield surveys and coordinating with the NHDOTHazardous Materials Coordinator) to not warrant further review due to the site condition or physical location/distance from the remaining corridors.
Note
-
?
?
Lo
nd
on
de
r ry
Beaver Lake
The Meadows
Fols
om R
d
Ches
ter R
d
Pinkerton St
Tsie
nnet
o R
d
No. M
ain St
1a
23a
26a
6a
3a 4a
8a
5a
7a
2a
218
217
212
211
22a
17a
30a28a
24a
25a
29a
215
214
213
210
31a
27a
8
9
4
3
15
12
93
136
197
116
118
198
205
123131
200
129
122
199
107
105
106
103/201
Figure 4.11-8Potential Petroleum, HazardousMaterials Sites, and Solid Waste
Sites for Alternative D
I-93 Exit 4A Interchange StudyDraft Environmental Impact Statement
December 2006
Legend
Hazardous Material Sites
High
Moderate/High
Moderate
Low
Not Rated
Area of Disturbance
Proposed Pavement
Study Area
Building
Road
Stream
Town Boundary
0 1,000 2,000 Feet
105114-F41108-HazMat_D2.mxd
Data SourcesHazardous material data were compiled by CLDConsulting Engineers, Inc. (CLD) personnel and a professional data search service, Environmental Data Resources, Inc. (EDR) of Southport, CT. Searches performed by EDR and CLD personnel include reviews of both the Federal and State Regulatory Agency databases identified by the American Society of Testing and Materials (ASTM). The date of EDRs review is October 26, 2005. CLD completed a windshield survey to re-confirm existing conditions on February 15, 2006.
The Not Rated designation is meant to identify those locations that have not been ranked for hazardous materials concerns because the site was deemed (after conducting database research,windshield surveys and coordinating with the NHDOTHazardous Materials Coordinator) to not warrant further review due to the site condition or physical location/distance from the remaining corridors.
Note
-
?
3"b?
?
Hudson
-Derry R
oad
Broadway
Crystal St
Birch St
South Main St
North Main St
SW3
SW4SW5
1a
35a
23a
6a3a 4a
9a
8a
5a7a
2a
22a
10a13a
19a34a20a
15a
37a
36a21a
18a
11a
24a
220
219
216
215214
213
32a
16a
12a
14a
9
54
94
98
464741
39
99
48
40
3879
4589
44
50
31 333032
2829
25 2624
2220
19
1718 1614
1512
194
117114 151
149
171126
150164
167
176
206202
209
166
203165
113
207
196206108
121
130
139138137
136
197
118
123131
200
35/87
33a
23
116
I
105114-F4101-2020amNoBuild_Local105114-F4102-2020pmNoBuild_Local105114-F4103-2020amAltA_Local105114-F4104-2020pmAltA_Local105114-F4105-2020amAltB_Local105114-F4106-2020pmAltB_Local105114-F4107-2020amAltC_Local105114-F4108-2020pmAltC_Local105114-F4109-2020amAltD_Local105114-F4110-2020amAltD_Local105114-F4111-2020amAltF_Local105114-F4112-2020pmAltF_Local105114-F4113-2025amNoBuild_I93105114-F4114-2025pmNoBuild_I93105114-F4115-2025amAltA_I93105114-F4116-2025pmAltA_I93105114-F4117-2025amAltB_I93105114-F4118-2025pmAltB_I93105114-F4119-2025amAltC_I93105114-F4120-2025pmAltC_I93105114-F4121-2025amAltD_I93105114-F4122-2025pmAltD_I93105114-F4123-2025amAltF_I93105114-F4124-2025pmAltF_I93105114-F4301-Stormwater_noBuild105114-F4302-Stormwater_A105114-F4303-Stormwater_B105114-F4304-Stormwater_C105114-F4305-Stormwater_D105114-F4306-Stormwater_F105114-F4400-FVA_Descriptions105114-F4400-WetFVA_All105114-F4401-WetFVA_A1105114-F4402-WetFVA_A2105114-F4403-WetFVA_B1105114-F4404-WetFVA_B2105114-F4405-WetFVA_C1105114-F4406-WetFVA_C2105114-F4407-WetFVA_D1105114-F4408-WetFVA_D2105114-F4409-WetFVA_F1105114-F4410-MitigationLoc105114-F4411-Site1105114-F4412-Site2&3105114-F4413-Site4&5105114-F4414-CovType_A1105114-F4415-CovType_A2105114-F4416-CovType_B1105114-F4417-CovType_B2105114-F4418-CovType_C1105114-F4419-CovType_C2105114-F4420-CovType_D1105114-F4421-CovType_D2105114-F4422-CovType_F1050244 Fig4_6_1 NoiseImpacts050244 Fig4_6_2 NoiseImpacts050244 Fig4_6_3 NoiseImpacts050244 Fig4_6_4 NoiseImpacts050244 Fig4_6_5 NoiseImpacts050244 Fig4_6_6 NoiseImpacts050244 Fig4_6_7 NoiseImpacts050244 Fig4_6_8 NoiseImpacts050244 Fig4_6_9 NoiseImpacts050244 Fig4_6_10 NoiseImpacts105114-F4802-ReedPaigeClark105114-F4901-LandDev105114-F41001-RiderField105114-F41101-HazMat_A1105114-F41102-HazMat_A2105114-F41103-HazMat_B1105114-F41104-HazMat_B2105114-F41105-HazMat_C1105114-F41106-HazMat_C2105114-F41107-HazMat_D1105114-F41108-HazMat_D2105114-F41109-HazMat_F1