Langston Hughes Elementary School Green Infrastructure...
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Langston Hughes Elementary School Green Infrastructure Information Sheet Location: 160 Rhode Island Avenue East Orange, NJ 07018 Site Use: School Watershed Name: Elizabeth River Targeted Pollutants: total nitrogen (TN), total phosphorus (TP), and total suspended solids (TSS) in surface runoff Green Infrastructure Description: Bioretention system (rain garden) Rainwater harvesting (cistern) Estimated Stormwater Captured and/or Treated Per Year: Bioretention system (rain garden): 5,200 gal. Rainwater harvesting (cistern): 4,195 gal. Implementation Date: 10/24/2018 Green Infrastructure System: one (1) 210-square-foot rain garden Drainage Area: ~735 sq. ft.(rooftop) Implementation Date: 6/27/2019 Green Infrastructure System: one (1) 265-gallon cistern Drainage Area: ~400 sq. ft. (rooftop) Funding Sources: Passaic Valley Sewerage Commission Partners/Stakeholders: Passaic Valley Sewerage Commission, Rutgers Cooperative Extension Water Resources Program, and Langston Hughes Elementary School Appendix A: Site Photographs – Previous Conditions Appendix B: Langston Hughes Elementary School Design Plans Appendix C: Site Photographs – Completed Project
Transcript of Langston Hughes Elementary School Green Infrastructure...
Langston Hughes Elementary School Green Infrastructure Information Sheet
Location:
160 Rhode Island Avenue
East Orange, NJ 07018
Site Use: School
Watershed Name: Elizabeth River
Targeted Pollutants:
total nitrogen (TN), total phosphorus (TP), and
total suspended solids (TSS) in surface runoff
Green Infrastructure Description:
Bioretention system (rain garden)
Rainwater harvesting (cistern)
Estimated Stormwater Captured and/or
Treated Per Year:
Bioretention system (rain garden): 5,200 gal.
Rainwater harvesting (cistern): 4,195 gal.
Implementation Date: 10/24/2018
Green Infrastructure System: one (1) 210-square-foot rain garden
Drainage Area: ~735 sq. ft.(rooftop)
Implementation Date: 6/27/2019
Green Infrastructure System: one (1) 265-gallon cistern
Drainage Area: ~400 sq. ft. (rooftop)
Funding Sources:
Passaic Valley Sewerage Commission
Partners/Stakeholders:
Passaic Valley Sewerage Commission, Rutgers Cooperative Extension Water Resources Program,
and Langston Hughes Elementary School
Appendix A: Site Photographs – Previous Conditions
Appendix B: Langston Hughes Elementary School Design Plans
Appendix C: Site Photographs – Completed Project
Langston Hughes Elementary School Green Infrastructure Information Sheet
Appendix A
Site Photographs – Previous Conditions
Site Photograph December 22, 2015
Site Photograph December 15, 2017
Langston Hughes Elementary School Green Infrastructure Information Sheet
Appendix B
Langston Hughes Elementary School Design Plans
SHEET NAME TITLE
COVER COVER SHEET
P-1 EXISTING CONDITIONS AND DEMOLITION PLAN
P-2 PROPOSED SITE PLAN
P-3 PLANTING PLAN
DT-1 RAIN GARDEN AND PLANTING PLAN DETAILS
DT-2 CISTERN DETAILS
LANGSTON HUGHES ELEMENTARY SCHOOLGREEN INFRASTRUCTURE IMPLEMENTATION PROJECT
160 RHODE ISLAND AVE, EAST ORANGEESSEX COUNTY, NEW JERSEY
LIST OF DRAWINGS:
LOCATION MAP: LEGEND:PROJECT DESCRIPTION:
A RAIN GARDEN WILL BE CONSTRUCTED AROUND AN EXISTING
CATCH BASIN TO CAPTURE AND INFILTRATE STORMWATER
FROM THE ROOF BY REDIRECTING EXISTING DOWNSPOUTS
INTO IT. A CISTERN WILL BE INSTALLED ALONG THE BUILDING
TO CAPTURE RUNOFF FROM ADDITIONAL DOWNSPOUTS AND
OVERFLOW TOWARD THE RAIN GARDEN.
EDGE OF PAVEMENT
EXISTING BUILDING
EXISTING CENTERLINE
℄
LIMIT OF WORK
PROPOSED GREEN INFRASTRUCTURE
EXISTING FENCE
EXISTING DRAINAGE AREA
EXISTING TREELINE
EXISTING TREE
EXISTING UTILITY POLE
EXISTING CATCH BASIN
PROPOSED SHRUB/TREE
EXISTING CONTOURS
EXISTING SPOT ELEVATIONS
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SPOT ELEVATION CODES:
BL - BUILDING CORNER
CB - CATCH BASIN
DS - DOWNSPOUT
F - FENCE
GS - GROUND SHOT
MH - MANHOLE
SW - SIDEWALK
TC - TOP OF CURB
W - WATER VALVE
100.00
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GENERAL NOTES:
1. SURVEY CONDUCTED BY RUTGERS COOPERATIVE EXTENSION WATER RESOURCES PROGRAM.
2. ANY OVERHEAD AND UNDERGROUND UTILITIES SHOWN ARE FROM FIELD OBSERVATIONS AND ARE NOT A COMPLETE REPRESENTATION.
A UTILITY MARKOUT NEEDS TO BE CONDUCTED PRIOR TO MOBILIZATION. NJ ONE CALL: 811 OR 800-272-1000
101.22
OCC
101.52
MH
100.78
MH
100.49
MH
100.02
CB
100.00
CB
100.90
BL
100.91
BL
101.04
BL
100.90
DS
100.90
DS
100.78
DS
100.99
DS
101.07
DS
101.07
SW
101.21
SW
102.08
SW
101.68
SW
101.47
SW
101.12
SW
101.04
SW
100.84
SW
100.46
SW
101.04
SW
100.47
MH
101.74
TC
101.29
TC
100.83
TC
100.76
TC
100.69
TC
100.54
TC
99.98
TC
100.86
TREE
101.22
TREE
101.69
TREE
101.99
TREE
101.02
GS
101.00
GS
101.34
GS
101.83
GS
101.76
GS
101.16
GS
100.80
GS
100.91
GS
100.76
GS
100.36
GS
100.72
GS
101.56
GS
101.38
GS
100.64
GS
100.62
GS
10
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100.82
GS
101.15
GS
101.53
GS
101.58
GS
101.33
GS
101.03
GS
101.07
GS
101.00
GS
101.09
GS
101.13
GS
101.08
GS
100.67
GS
100.75
GS
100.94
GS
100.82
GS
100.93
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101.14
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101.20
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100.96
FP
101.75
F
101.76
F
100.88
F
100.57
W
100.62
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102
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101
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DRAINAGE AREA 1
(400 SF)
EXISTING DOWNSPOUTS
(TO BE DISCONNECTED)
EXISTING CATCH BASIN
DEPTH = 2.82'
LIMIT OF WORK
(8,000 SF)
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DRAINAGE AREA 2
(735 SF)
EXISTING DOWNSPOUTS
(TO BE DISCONNECTED)
LANGSTON HUGHES
HIGH SCHOOL
STREET SIGN
STOP SIGN
PLAYGROUND
RESIDENTIAL
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PLAN NOTES:1. CONTRACTOR SHALL SCHEDULE MEETING WITH ENGINEER AND PROPERTY OWNER PRIOR TO MOBILIZATION.
2. CONTRACTOR SHALL VERIFY ALL INFORMATION INCLUDING ELEVATIONS AND UTILITIES PRIOR TO MOBILIZATION.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED APPROVALS FROM AUTHORITIES WITH JURISDICTION OVER PROPOSED WORK.
4. CONTRACTOR SHALL COORDINATE AND CONFIRM PROJECT SCHEDULE AND WORKING HOURS WITH ENGINEER AND PROPERTY OWNER AND PROCEED IN
ACCORDANCE WITH LOCAL REQUIREMENTS.
5. CONTRACTOR SHALL COORDINATE UTILITY MARK OUT PRIOR TO MOBILIZATION. NJ ONE CALL: 811 OR 800-272-1000
6. CONTRACTOR SHALL CONDUCT PERMEABILITY TESTING TO VERIFY ADEQUATE INFILTRATION RATES IF NOT PREVIOUSLY PERFORMED.
7. CONTRACTOR SHALL DEMO AND REMOVE ALL EXISTING ASPHALT PAVING AS SHOWN ON PLAN.
8. CONTRACTOR SHALL HAUL REMOVED DEBRIS OFF SITE UNLESS OTHERWISE NOTED BY PROPERTY OWNER.
0 10' 20'
SCALE 1" = 10'-0"
EXISTING PLAN
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CB
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BL
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BL
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DS
100.78
DS
100.99
DS
101.07
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101.21
SW
102.08
SW
101.68
SW
101.47
SW
101.12
SW
101.04
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100.84
SW
101.74
TC
101.29
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100.83
TC
100.76
TC
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100.54
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TREE
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101.34
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101.83
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101.76
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100.80
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100.91
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100.76
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100.36
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100.72
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101.56
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101.38
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100.62
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10
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100.82
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101.15
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101.53
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101.58
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101.33
GS
101.03
GS
101.07
GS
101.00
GS
101.09
GS
101.13
GS
100.94
GS
100.82
GS
100.93
GS
101.14
GS
101.20
GS
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F
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F
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PROPOSED CISTERN
(265 GAL)
1
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31 LF 4" DIA. HDPE PIPE
0.5% MIN. SLOPE
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19.2'
13.3'
3.0'
1.0'
1.5'
PROPOSED RAIN GARDEN
(210 SF, 140 SF BASE)
BASE ELEV.= 100.00'
MIN. BERM ELEV.= 100.50'
31 LF 4" DIA. HDPE PIPE
0.5% MIN. SLOPE
INLET PROTECTION
(NOTE 1)
2
DT-1
1
DT-1
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DT-1
EXISTING CATCH BASIN
TO BE RAISED 0.50'
INLET PROTECTION
(NOTE 1)
3
DT-1
OUTLET PROTECTION
(NOTE 1)
3:1 MAX SLOPE
DESCENDING
INTO GARDEN
8 LF 4" PERFORATED
HDPE UNDERDRAIN
0.5% MIN. SLOPE
(NOTE 2)
16.5 LF 4" DIA. STANDARD
DOWNSPOUT PIPING
AND/OR PVC PIPE
0.5% MIN. SLOPE
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SCALE 1" = 5'-0"
SITE PLAN
PLAN NOTES:1. CONTRACTOR SHALL SCHEDULE MEETING WITH ENGINEER AND PROPERTY OWNER PRIOR TO MOBILIZATION AND CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY ALL INFORMATION INCLUDING ELEVATIONS AND UTILITIES PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY ALL PROPOSED MATERIALS WITH PROPERTY OWNER AND ENGINEER PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL STAKE OUT LOCATIONS OF PROPOSED RAIN GARDENS, STONE CHANNELS, AND TRENCH DRAIN AND OBTAIN APPROVAL FROM ENGINEER
PRIOR TO INSTALLATION.
5. CONTRACTOR SHALL INSTALL CONVENTIONAL ASPHALT AS SHOWN ON PLAN. THE ASPHALT AND CONCRETE MIXING PLANT, HAULING AND PLACING EQUIPMENT,
AND INSTALLATION SHALL BE IN CONFORMANCE WITH NAPA IS 131 AND THE NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2007 OR
LATEST VERSION.
6. CONTRACTOR SHALL GRADE SITE AS SHOWN ON PLAN. CUT SOIL SHALL BE REUSED ON SITE FOR FILL LOCATIONS.
7. CONTRACTOR SHALL HAUL EXCESS SOIL OFF SITE UNLESS OTHERWISE NOTED BY PROPERTY OWNER.
8. ALL FINISHED ELEVATIONS SHALL MATCH ADJOINING PAVEMENT ENSURING SMOOTH TRANSITIONS AND NO TRIPPING HAZARDS
.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL AREAS DISTURBED DURING CONSTRUCTION TO ORIGINAL CONDITIONS.
NOTE 1: STONE SHALL BE COMPRISED OF 3"-5" DIAMETER CLEAN, WASHED RIVER STONE. ALL AREAS OF EROSION PROTECTION STONE SHALL BE UNDERLAIN WITH
GEOTEXTILE FABRIC (GEOTEX 801 BY PROPEX OR APPROVED EQUIVALENT).
NOTE 2: UNDERDRAIN MAY BE OMITTED BY ENGINEER'S DISCRETION IF THE TESTED INFILTRATION RATE EXCEEDS 1 IN/HR PER NJDEP BMP MANUAL.
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PLANTING
0 4' 8'
SCALE 1" = 4'-0"
PLANTING PLAN
PLANTING SCHEDULE
PLANT SPECIES
QUANTITY SIZE
TYPE KEY BOTANICAL NAME COMMON NAME
RAIN GARDEN
PERENNIALS
AI
Asclepias incarnata
SWAMP MILKWEED 20 1 QUART
EP
Echinacea purpurea
PURPLE CONEFLOWER 15 1 QUART
JE Juncus effusus SOFT RUSH 15 1 QUART
RF
Rudbeckia fulgida
BLACK EYED SUSANS 15 1 QUART
SHRUBS CA Clethera alnifolia SWEET PEPPERBUSH 6 #2 CONT.
TREE MV
Magnolia virginiana
SWEETBAY MAGNOLIA 1 8-10' HEIGHT
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Asclepias incarnata
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CA Clethera alnifolia
MV
Magnolia virginiana
AutoCAD SHX Text
BERM ELEVATION (SEE SITE PLAN)
AutoCAD SHX Text
BASE ELEVATION (SEE SITE PLAN)
AutoCAD SHX Text
3" MULCH LAYER
AutoCAD SHX Text
PONDING DEPTH
AutoCAD SHX Text
TILL, BACKFILL WITH 2" TOPSOIL
AutoCAD SHX Text
TILL, BACKFILL WITH 2" TOPSOIL
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
EXTENT OF EXCAVATION
AutoCAD SHX Text
3:1 MAX. SLOPE
AutoCAD SHX Text
3:1 MAX. SLOPE
AutoCAD SHX Text
EXT. GRADE
AutoCAD SHX Text
EXT. GRADE
AutoCAD SHX Text
BERM (SEE SITE PLAN FOR ELEV.)
AutoCAD SHX Text
4" DIA. INLET PIPE (TYP.)
AutoCAD SHX Text
3:1 MAX. SLOPE
AutoCAD SHX Text
STONE SHALL NOT RESTRICT FLOW FROM INLET PIPE
AutoCAD SHX Text
RAIN GARDEN BASE
AutoCAD SHX Text
GEOTEXTILE FABRIC
AutoCAD SHX Text
3"-5" DIA. RIVER STONE; APPROX. 6" LAYER
AutoCAD SHX Text
FLOW
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1 QUART OR PLUG (TYP.)
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TRIPLE-SHREDDED HARDWOOD MULCH (3" DEPTH)
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BIORETENTION MEDIA
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SHRUB SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE.
AutoCAD SHX Text
THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 13RETAINING NORMAL PLANT SHAPE.
AutoCAD SHX Text
CUT & REMOVE BURLAP FROM TOP OF BALL AS SHOWN13 OF BALL AS SHOWN
AutoCAD SHX Text
SHREDDED BARK MULCH
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SAUCER AROUND SHRUB
AutoCAD SHX Text
LIMIT OF BARE ROOT SPREAD
AutoCAD SHX Text
TOPSOIL
AutoCAD SHX Text
SCARIFY SUBSOIL TO MIN. 4" DEPTH
AutoCAD SHX Text
NOTES: 1.DEER PROTECTION REQUIRED AROUND SHRUB PLANTINGS.DEER PROTECTION REQUIRED AROUND SHRUB PLANTINGS.
AutoCAD SHX Text
DO NOT PRUNE TREE EXCEPT AS DIRECTED BY OWNERS REPRESENTATIVE
AutoCAD SHX Text
3 - (2"X2"X8') WOOD STAKES
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CROWN OF ROOT BALL TO BE SET EVEN WITH FINISH GRADE 3" MAX. MULCH OVER ENTIRE PLANTING HOLE
AutoCAD SHX Text
KEEP AWAY FROM TRUNK
AutoCAD SHX Text
CREATE RAISED SAUCER AROUND EDGE OF ROOT BALL, REMOVE AFTER FIRST YEAR
AutoCAD SHX Text
BACKFILL WITH TOPSOIL MIXED WITH 50% HUMUS
AutoCAD SHX Text
FINISHED GRADE
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CUT & REMOVE TOP OF BURLAP, 12 OF BURLAP, TWINE AND WIRE BASKET FROM ROOT BALL
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B&B ROOT BALL
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EXISTING SUB GRADE, TO AVOID SETTLING DO NOT EXCAVATE BENEATH ROOT BALL
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NOTES: 1.DO NOT DAMAGE MAIN ROOTS OR ROOT BALL WHEN INSTALLING TREE STAKE. DO NOT DAMAGE MAIN ROOTS OR ROOT BALL WHEN INSTALLING TREE STAKE. 2.WATER THOROUGHLY AFTER INSTALLATION. WATER THOROUGHLY AFTER INSTALLATION. 3.REMOVE SAUCER AND STAKES TWO YEARS OR LESS AFTER INSTALLATION. REMOVE SAUCER AND STAKES TWO YEARS OR LESS AFTER INSTALLATION. 4.CONTRACTOR IS NOT TO USE TREE WRAP. CONTRACTOR IS NOT TO USE TREE WRAP.
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RAIN GARDEN EXCAVATION SECTION
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RAIN GARDEN CROSS-SECTION
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INLET PROTECTION CROSS-SECTION
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CONSTRUCTION NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL INFORMATION PRIOR TO EXCAVATION INCLUDING ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PRIOR TO EXCAVATION INCLUDING ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES. 2.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY FIELD CONDITIONS DIFFER MATERIALLY FROM THOSE REPRESENTED ON THESE DRAWINGS AND THE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY FIELD CONDITIONS DIFFER MATERIALLY FROM THOSE REPRESENTED ON THESE DRAWINGS AND THE SPECIFICATIONS OR IF, IN THE CONTRACTOR'S OPINION, SAID CONDITIONS CONFLICT WITH THE DESIGNS SHOWN HEREON. 3.THE ENGINEER SHALL INSPECT ALL PLANTING BED AREAS BEFORE MULCHING TO INSURE THAT ADEQUATE DRAINAGE EXISTS. IF ANY AREAS TO BE MULCHED SHOW THE ENGINEER SHALL INSPECT ALL PLANTING BED AREAS BEFORE MULCHING TO INSURE THAT ADEQUATE DRAINAGE EXISTS. IF ANY AREAS TO BE MULCHED SHOW EVIDENCE OF POOR DRAINAGE, THE CONTRACTOR SHALL TAKE CORRECTIVE ACTION. 4.THE CONTRACTOR SHALL AVOID DISTURBING ALL EXISTING TREES. ANY DISTURBANCE TO TREES OR TREE ROOTS MUST BE COORDINATED WITH THE PROPERTY OWNER. THE CONTRACTOR SHALL AVOID DISTURBING ALL EXISTING TREES. ANY DISTURBANCE TO TREES OR TREE ROOTS MUST BE COORDINATED WITH THE PROPERTY OWNER. 5.DIMENSIONS AND SHAPE WILL VARY, REFER TO SITE PLAN. DIMENSIONS AND SHAPE WILL VARY, REFER TO SITE PLAN. 6.RIVER STONE PROTECTION DIMENSIONS ARE TYPICAL AND MAY VARY PER SITE. CONSULT THE ENGINEER AND SITE PLAN FOR DIMENSIONS ON A PER SITE BASIS. RIVER STONE PROTECTION DIMENSIONS ARE TYPICAL AND MAY VARY PER SITE. CONSULT THE ENGINEER AND SITE PLAN FOR DIMENSIONS ON A PER SITE BASIS. 7.RIVER STONE PROTECTION SHALL SLOPE TO RAIN GARDEN BASE. RIVER STONE PROTECTION SHALL SLOPE TO RAIN GARDEN BASE. 8.REFER TO SITE PLAN TO DETERMINE OUTLET TYPE (ROCK-LINED OVERFLOW OR DRAINTECH RISER). REFER TO SITE PLAN TO DETERMINE OUTLET TYPE (ROCK-LINED OVERFLOW OR DRAINTECH RISER). 9.REFER TO SITE PLAN FOR ALL ELEVATIONS AND INVERTS. REFER TO SITE PLAN FOR ALL ELEVATIONS AND INVERTS. 10.THE CONTRACTOR SHALL EXCAVATE 12" LOWER THAN THE BASE ELEVATION SHOWN ON THE SITE PLANS. THE SLOPES OF THE RAIN GARDEN SHALL BE AT A 3:1 THE CONTRACTOR SHALL EXCAVATE 12" LOWER THAN THE BASE ELEVATION SHOWN ON THE SITE PLANS. THE SLOPES OF THE RAIN GARDEN SHALL BE AT A 3:1 MAXIMUM. 11.THE SUBGRADE OF THE RAIN GARDEN SHALL BE LEVEL TO ENSURE PROPER DRAINAGE. CONTRACTOR SHALL OBTAIN ENGINEER APPROVAL PRIOR TO BACKFILLING WITH THE SUBGRADE OF THE RAIN GARDEN SHALL BE LEVEL TO ENSURE PROPER DRAINAGE. CONTRACTOR SHALL OBTAIN ENGINEER APPROVAL PRIOR TO BACKFILLING WITH 12" OF BIORETENTION MEDIA. 12.THE CONTRACTOR SHALL INSTALL OVERFLOW IF SPECIFIED IN SITE PLANS PRIOR TO BACKFILLING WITH BIORETENTION MEDIA. THE CONTRACTOR SHALL INSTALL OVERFLOW IF SPECIFIED IN SITE PLANS PRIOR TO BACKFILLING WITH BIORETENTION MEDIA. 13.THE BIORETENTION LAYER SHALL BE LEVEL TO ENSURE PROPER DRAINAGE. CONTRACTOR SHALL OBTAIN ENGINEER APPROVAL PRIOR TO SPREADING MULCH AND THE BIORETENTION LAYER SHALL BE LEVEL TO ENSURE PROPER DRAINAGE. CONTRACTOR SHALL OBTAIN ENGINEER APPROVAL PRIOR TO SPREADING MULCH AND PLANTING. 14.INLET AND OUTLET PROTECTION SHALL BE UNDERLAIN WITH GEOTEXTILE FABRIC. INLET AND OUTLET PROTECTION SHALL BE UNDERLAIN WITH GEOTEXTILE FABRIC. 15.INLETS AND OUTLETS SHALL NOT INHIBIT THE FLOW OF WATER FROM THE STREET. THE RIVER STONE SHALL BE PLACED BELOW THE BOTTOM OF THE PIPE. INLETS AND OUTLETS SHALL NOT INHIBIT THE FLOW OF WATER FROM THE STREET. THE RIVER STONE SHALL BE PLACED BELOW THE BOTTOM OF THE PIPE. 16.THE CONTRACTOR SHALL TILL THE BERM SECTION AND BACKFILL WITH TOPSOIL. THE CONTRACTOR SHALL TILL THE BERM SECTION AND BACKFILL WITH TOPSOIL. 17.ALL DISTURBED AREAS EXCLUSIVE OF RAIN GARDEN AND SLOPED BERM SHALL BE RESTORED TO ORIGINAL CONDITIONS BY CONTRACTOR. ALL DISTURBED AREAS EXCLUSIVE OF RAIN GARDEN AND SLOPED BERM SHALL BE RESTORED TO ORIGINAL CONDITIONS BY CONTRACTOR. 18.THE CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING WITH THE PROJECT ENGINEER PRIOR TO ANY WORK ON SITE. THE CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING WITH THE PROJECT ENGINEER PRIOR TO ANY WORK ON SITE. 19.CONTRACTOR SHALL PERFORM REQUIRED TESTING TO DETERMINE SOIL PERMEABILITY AND SEASONAL HIGH WATER TABLE ELEVATION AT THE SITE TO VERIFY INFILTRATION CONTRACTOR SHALL PERFORM REQUIRED TESTING TO DETERMINE SOIL PERMEABILITY AND SEASONAL HIGH WATER TABLE ELEVATION AT THE SITE TO VERIFY INFILTRATION CAPABILITIES. TESTING SHALL BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF THE PROPOSED PROJECTS. PROJECT ENGINEER SHALL BE PRESENT DURING TESTING AND SHALL BE INFORMED OF THE RESULTS. SPECIFICATIONS: 1.MAX COVER OVER TOP OF PIPE IS 4 FT. CONTACT ADS IF OTHERWISE GREATER. MAX COVER OVER TOP OF PIPE IS 4 FT. CONTACT ADS IF OTHERWISE GREATER. 2.THE APPROVAL OF MATERIALS AND MIXING OF SAND, COMPOST, AND SOIL SHALL BE DONE UNDER THE SUPERVISION OF THE PROJECT ENGINEER/LANDSCAPE ARCHITECT. THE APPROVAL OF MATERIALS AND MIXING OF SAND, COMPOST, AND SOIL SHALL BE DONE UNDER THE SUPERVISION OF THE PROJECT ENGINEER/LANDSCAPE ARCHITECT. BIORETENTION MEDIA SHALL CONSIST OF 70% SAND AND 30% COMPOST MIXTURE. 3.SAND SHALL AT THE MINIMUM CONFORM TO THE SIEVE ANALYSIS FOR CONCRETE AGGREGATE SAND (ASTM C-33). USGA TEE/GREEN SIEVE GRADATION MIX IS SAND SHALL AT THE MINIMUM CONFORM TO THE SIEVE ANALYSIS FOR CONCRETE AGGREGATE SAND (ASTM C-33). USGA TEE/GREEN SIEVE GRADATION MIX IS PREFERABLE WHERE AVAILABLE. 4.UNDERLYING SOILS SHALL BE TILLED/SCARIFIED PRIOR TO SPREADING/MIXING OF BIORETENTION MEDIA. UNDERLYING SOILS SHALL BE TILLED/SCARIFIED PRIOR TO SPREADING/MIXING OF BIORETENTION MEDIA. 5.ALL BIORETENTION MEDIA SHALL BE PLACED FROM THE SIDES OF THE FACILITIES, AND IN NO EVENT SHALL ANY TRACKED OR WHEELED EQUIPMENT BE PERMITTED TO ALL BIORETENTION MEDIA SHALL BE PLACED FROM THE SIDES OF THE FACILITIES, AND IN NO EVENT SHALL ANY TRACKED OR WHEELED EQUIPMENT BE PERMITTED TO CROSS THE RAIN GARDEN. 6.RAIN GARDEN SHALL BE CONSTRUCTED TO DIMENSIONS INDICATED ON THE SITE PLAN. RAIN GARDEN SHALL BE CONSTRUCTED TO DIMENSIONS INDICATED ON THE SITE PLAN. 7.3-5 INCH DELAWARE RIVER STONE SHALL BE USED FOR STONE CHANNEL AND INLET/OUTLET PROTECTION. 3-5 INCH DELAWARE RIVER STONE SHALL BE USED FOR STONE CHANNEL AND INLET/OUTLET PROTECTION. 8.NON-DYED, TRIPLE-SHREDDED HARDWOOD MULCH SHALL BE USED. NON-DYED, TRIPLE-SHREDDED HARDWOOD MULCH SHALL BE USED. 9.PLANTING OF RAIN GARDEN AND SLOPED BERM SHALL BE COMPLETED AS INDICATED ON THE SITE PLAN. PLANTING OF RAIN GARDEN AND SLOPED BERM SHALL BE COMPLETED AS INDICATED ON THE SITE PLAN. 10.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2007 OR LATEST THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2007 OR LATEST VERSION.
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HERBACEOUS PLUG PLANTING DETAIL
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5
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SHRUB PLANTING DETAIL
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OPEN LAWN AND TURF AREAS 1.SEED ALL REMAINING PARK AREAS WITH TURF TYPE FALL FESCUE AND PERENNIAL RYEGRASS BLEND (LOFTS - SUMMER STRESS MIX II OR APPROVED EQUIVALENT). SEED ALL REMAINING PARK AREAS WITH TURF TYPE FALL FESCUE AND PERENNIAL RYEGRASS BLEND (LOFTS - SUMMER STRESS MIX II OR APPROVED EQUIVALENT). INSTALL AT A RATE OF 350 LBS. PER ACRE PER MANUFACTURERS SPECIFICATIONS. TOPSOILING, SEEDING AND MULCHING NOTES 1.ANY UNDISTURBED AREA ON WHICH ACTIVITY HAS CEASED AND WHICH WILL REMAIN EXPOSED FOR MORE THAN 10 DAYS MUST BE SEEDED AND MULCHED IMMEDIATELY. ANY UNDISTURBED AREA ON WHICH ACTIVITY HAS CEASED AND WHICH WILL REMAIN EXPOSED FOR MORE THAN 10 DAYS MUST BE SEEDED AND MULCHED IMMEDIATELY. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE REQUIRED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR SHALL BE SEEDED AND MULCHED WITH A QUICK GROWING TEMPORARY SEEDING MIXTURE AND MULCH. DISTURBED AREAS WHICH ARE EITHER AT FINISHED GRADE OR WILL NOT BE REDISTURBED WITHIN 1 YEAR MUST BE SEEDED AND MULCHED WITH A PERMANENT SEED MIXTURE AND MULCH. 2.DIVERSIONS, CHANNELS, SEDIMENTATION BASINS, SEDIMENT TRAPS, AND STOCKPILES MUST BE SEEDED AND MULCHED IMMEDIATELY. DIVERSIONS, CHANNELS, SEDIMENTATION BASINS, SEDIMENT TRAPS, AND STOCKPILES MUST BE SEEDED AND MULCHED IMMEDIATELY. 3.GRADED AREAS SHALL BE TEMPORARILY SEEDED AND MULCHED IMMEDIATELY FOLLOWING EARTH MOVING PROCEDURES. TEMPORARY SEED SHALL BE ANNUAL RYE GRASS GRADED AREAS SHALL BE TEMPORARILY SEEDED AND MULCHED IMMEDIATELY FOLLOWING EARTH MOVING PROCEDURES. TEMPORARY SEED SHALL BE ANNUAL RYE GRASS APPLIED AT A RATE OF 3 LBS. PER 1OOO SQ. FT. 4.AFTER SEEDING, HAY OR STRAW MULCH MUST BE APPLIED AT A RATE OF AT LEAST 3.0 TONS PER ACRE. MULCH SHALL BE ANCHORED BY EITHER CRIMPING WITH A AFTER SEEDING, HAY OR STRAW MULCH MUST BE APPLIED AT A RATE OF AT LEAST 3.0 TONS PER ACRE. MULCH SHALL BE ANCHORED BY EITHER CRIMPING WITH A COULTER IMPLEMENT, OR BY STAPLING BIODEGRADABLE NETTING TO THE SURFACE. 5.SITE PREPARATION TO UPLAND AREAS: APPLY 1 TON OF AGRICULTURAL-GRADE LIMESTONE PER ACRE PLUS 10-20-10 FERTILIZER AT THE RATE OF 500 LB. PER ACRE. SITE PREPARATION TO UPLAND AREAS: APPLY 1 TON OF AGRICULTURAL-GRADE LIMESTONE PER ACRE PLUS 10-20-10 FERTILIZER AT THE RATE OF 500 LB. PER ACRE. WORK IN WHERE POSSIBLE. SEEDING OF DISTURBED UPLAND AREAS (BEYOND LIMITS OF RIPARIAN ENHANCEMENT AREA) TO BE DONE USING MIX OF FINE FESCUE AT 35 LBS/ACRE (PURE LIVE SEED) PLUS PERENNIAL RYEGRASS AT 15 LBS/ACRE (PURE LIVE SEED). 6.TOPSOIL SHALL BE A CLEAN FRIABLE LOAM WITH SUFFICIENT ORGANIC CONTENT (2.75%) TO PROMOTE PLANT VIGOR. AMENDMENTS SHALL BE ADDED AS NEEDED TO TOPSOIL SHALL BE A CLEAN FRIABLE LOAM WITH SUFFICIENT ORGANIC CONTENT (2.75%) TO PROMOTE PLANT VIGOR. AMENDMENTS SHALL BE ADDED AS NEEDED TO IMPROVE DEFICIENT SOILS. TOPSOIL SHALL BE RETURNED AT A LOOSE DEPTH OF FIVE INCHES TO ALLOW FOR SETTLEMENT. 7.ESTABLISH PERMANENT SEEDING AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETE. UNLESS OTHERWISE INDICATED, PERMANENT SEEDING SHALL BE SEED ESTABLISH PERMANENT SEEDING AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETE. UNLESS OTHERWISE INDICATED, PERMANENT SEEDING SHALL BE SEED MIXTURE SPECIFIED IN TABLE. 8.SEE TABLES FOR SEED SPECIES MIXTURE AND APPLICATION RATES SEE TABLES FOR SEED SPECIES MIXTURE AND APPLICATION RATES 9.SEED MIXES ARE AVAILABLE AT ERNST CONSERVATION SEEDS IN MEADVILLE, PA. WEBSITE: WWW.ERNSTSEED.COM OR PHONE: 1-800-873-3321. SEED MIXES ARE AVAILABLE AT ERNST CONSERVATION SEEDS IN MEADVILLE, PA. WEBSITE: WWW.ERNSTSEED.COM OR PHONE: 1-800-873-3321. 10.NATIVE SHRUBS AND HERBACEOUS PLUGS ARE AVAILABLE AT PINELANDS NURSERY AND SUPPLY, COLUMBUS NJ. NATIVE SHRUBS AND HERBACEOUS PLUGS ARE AVAILABLE AT PINELANDS NURSERY AND SUPPLY, COLUMBUS NJ. WEBSITE: WWW.PINELANDSNURSERY.COM OR PHONE 1-800-667-2729 GENERAL LANDSCAPING NOTES 1.ALL PLANT MATERIALS SHALL CONFIRM TO THE AMERICAN ASSOCIATION OF NURSERYMEN'S AMERICAN STANDARD FOR NURSERY STOCK (LATEST EDITION) ALL PLANT MATERIALS SHALL CONFIRM TO THE AMERICAN ASSOCIATION OF NURSERYMEN'S AMERICAN STANDARD FOR NURSERY STOCK (LATEST EDITION) 2.INSPECTION OF PLANTING BEDS - THE LANDSCAPE ARCHITECT SHALL INSPECT ALL PLANTING AREAS BEFORE ANY TOPSOILING OR PLANTING IS BEGUN TO INSURE THAT INSPECTION OF PLANTING BEDS - THE LANDSCAPE ARCHITECT SHALL INSPECT ALL PLANTING AREAS BEFORE ANY TOPSOILING OR PLANTING IS BEGUN TO INSURE THAT ADEQUATE DRAINAGE EXISTS. IF ANY AREAS TO BE LANDSCAPED SHOW EVIDENCE OF POOR DRAINAGE, THE LANDSCAPE ARCHITECT SHALL NOTIFY THE OWNER IMMEDIATELY FOR CORRECTIVE ACTION 3.THE LANDSCAPE ARCHITECT SHALL APPROVE ALL PLANT MATERIAL AND STAKED PLANT LOCATIONS PRIOR TO INSTALLATION. ALL HERBACEOUS PLUG PLANTINGS SHALL BE THE LANDSCAPE ARCHITECT SHALL APPROVE ALL PLANT MATERIAL AND STAKED PLANT LOCATIONS PRIOR TO INSTALLATION. ALL HERBACEOUS PLUG PLANTINGS SHALL BE A MINIMUM 3 INCH DEPTH. PLUGS SHALL BE PLANTED 1 FOOT O.C. AS INDICATED ON PLAN. 4.ALL TREES, SHRUBS, AND GROUNDCOVER SHALL BE PLACED IN CONTINUOUS MULCHED BEDS 4" IN DEPTH. MUCH SHALL BE TRIPLE SHREDDED HARDWOOD. ALL TREES, SHRUBS, AND GROUNDCOVER SHALL BE PLACED IN CONTINUOUS MULCHED BEDS 4" IN DEPTH. MUCH SHALL BE TRIPLE SHREDDED HARDWOOD. 5.ALL TREES, SHRUBS, AND GROUNDCOVER SHALL BE AS SPECIFIED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AND COMMENTS NOTED ON THE ALL TREES, SHRUBS, AND GROUNDCOVER SHALL BE AS SPECIFIED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE DETAILS AND COMMENTS NOTED ON THE DRAWINGS. 6. TOPSOIL SHALL BE PROVIDED BY THE LANDSCAPE CONTRACTOR FOR PLANTING ACCORDING TO THE PLANS AND DETAILS 7.PREPARED TOPSOIL FOR BACKFILLING AROUND TREE BALLS SHALL BE A MIXTURE OF VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: COMPOST, PREPARED TOPSOIL FOR BACKFILLING AROUND TREE BALLS SHALL BE A MIXTURE OF VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED: COMPOST, 13 COMPOST, 23TOPSOIL 8.ALL HERBACEOUS PLUG PLANTINGS SHALL BE MINIMUM 3 INCH DEPTH. PLUGS SHALL BE PLANTED 1 FOOT O.C. AS INDICATED ON PLAN.ALL HERBACEOUS PLUG PLANTINGS SHALL BE MINIMUM 3 INCH DEPTH. PLUGS SHALL BE PLANTED 1 FOOT O.C. AS INDICATED ON PLAN.
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PLANT SPECIES
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QUANTITY
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SIZE
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TYPE
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KEY
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BOTANICAL NAME
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COMMON NAME
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RAIN GARDEN
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PERENNIALS
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SWAMP MILKWEED
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20
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1 QUART
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PURPLE CONEFLOWER
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15
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1 QUART
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SOFT RUSH
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15
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1 QUART
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BLACK EYED SUSANS
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15
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1 QUART
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SHRUBS
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SWEET PEPPERBUSH
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#2 CONT.
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TREE
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SWEETBAY MAGNOLIA
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8-10' HEIGHT
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INLET PROTECTION CROSS-SECTION
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OVERFLOW
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ACCESS PORT
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FITTINGS
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12" LAYER OF COMPACTED AGGREGATE BASE NO. 57 STONE OR 4" THICK CONCRETE PAD
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3"-5" DIA. RIVER STONE OVERFLOW PROTECTION 2'X1'X6"
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265 GALLON BUSHMAN SLIMLINE CISTERN TANK OR APPROVED EQUIVALENT
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CONNECTION TO TANK
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PLASTIC FIBER SCREEN
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PIPE CONNECTED TO CISTERN TANK
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WATER FLOW FROM ROOF @ GUTTER DOWNSPOUT
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CONNECTION TO OVERFLOW OUTLET
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SEALING BALL (TRAVELS UPWARD AS CHAMBER FILLS)
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WATER FLOW TO CISTERN
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CONNECTION TO CISTERN TANK
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CISTERN TANK (TYP.)
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CONSTRUCTION NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL INFORMATION PRIOR TO INSTALLATION INCLUDING ELEVATIONS AND LOCATIONS OF THE CONTRACTOR SHALL VERIFY ALL INFORMATION PRIOR TO INSTALLATION INCLUDING ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES. 2.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY FIELD CONDITIONS DIFFER MATERIALLY FROM THOSE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY FIELD CONDITIONS DIFFER MATERIALLY FROM THOSE REPRESENTED ON THESE DRAWINGS AND THE SPECIFICATIONS OR IF, IN THE CONTRACTOR'S OPINION, SAID CONDITIONS CONFLICT WITH THE DESIGNS SHOWN HEREON. 3.THE CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING WITH THE ENGINEER PRIOR TO ANY WORK ON SITE. THE CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING WITH THE ENGINEER PRIOR TO ANY WORK ON SITE. 4.THE CONTRACTOR SHALL AVOID DISTURBING EXISTING AREA. ANY DISTURBANCE TO SIDEWALKS OR LANDSCAPED VEGETATION THE CONTRACTOR SHALL AVOID DISTURBING EXISTING AREA. ANY DISTURBANCE TO SIDEWALKS OR LANDSCAPED VEGETATION AND TREES MUST BE COORDINATED WITH THE PROPERTY OWNER. 5.THE CONTRACTOR SHALL AVOID DISTURBING EXISTING AREA. ANY DISTURBANCE TO SIDEWALKS OR LANDSCAPED VEGETATION THE CONTRACTOR SHALL AVOID DISTURBING EXISTING AREA. ANY DISTURBANCE TO SIDEWALKS OR LANDSCAPED VEGETATION AND TREES MUST BE COORDINATED WITH THE PROPERTY OWNER. 5.THE CONTRACTOR SHALL USE PVC PIPING FOR CONNECTION FROM ROOF TO CISTERN. THE CONTRACTOR SHALL USE PVC PIPING FOR CONNECTION FROM ROOF TO CISTERN. 6.ALL PIPES USED FOR CONNECTION FROM ROOFTOP TO CISTERN SHALL BE CLEAR OF ANY CLOGS OR OBSTRUCTIONS. ALL ALL PIPES USED FOR CONNECTION FROM ROOFTOP TO CISTERN SHALL BE CLEAR OF ANY CLOGS OR OBSTRUCTIONS. ALL PIPES SHALL BE FITTED AND SECURED WITH ADHESIVE IN CONFORMANCE WITH LOCAL PLUMBING CODES. 7.THE CONTRACTOR SHALL PROVIDE A CRUSHED AGGREGATE BASE OR CONCRETE SLAB WITH 4,500 PSI STENGTH TO SUPPORT THE CONTRACTOR SHALL PROVIDE A CRUSHED AGGREGATE BASE OR CONCRETE SLAB WITH 4,500 PSI STENGTH TO SUPPORT THE CISTERN AS INDICATED ON THE PLAN. 8.THE OVERFLOW FROM THE CISTERN SHALL CONNECT TO THE NEAREST STORM SWEWER CATCH BASIN INLET. THE OVERFLOW FROM THE CISTERN SHALL CONNECT TO THE NEAREST STORM SWEWER CATCH BASIN INLET. 9.THE CONTRACTOR SHALL NOT MAKE ANY MODIFICATIONS AT THE SITE UNTIL CONSULTING WITH THE ENGINEER. THE CONTRACTOR SHALL NOT MAKE ANY MODIFICATIONS AT THE SITE UNTIL CONSULTING WITH THE ENGINEER. 10.THE CONTRACTOR IS REQUIRED TO SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND CONSTRUCTION METHODS TO THE THE CONTRACTOR IS REQUIRED TO SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND CONSTRUCTION METHODS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 11.ALL SYSTEMS SHALL BE TESTED BY THE ENGINEER FOR LEAKS AND WATER TIGHT FITTINGS PRIOR TO ACCEPTANCE AND ALL SYSTEMS SHALL BE TESTED BY THE ENGINEER FOR LEAKS AND WATER TIGHT FITTINGS PRIOR TO ACCEPTANCE AND PAYMENT. 12.THE CONTRACTOR SHALL USE SIMPSON TIE IN CONNECTORS FOR THE SHADE STRUCTURE. THE CONTRACTOR SHALL USE SIMPSON TIE IN CONNECTORS FOR THE SHADE STRUCTURE. 13.THE CONTRACTOR SHALL USE PRESSURE TREATED LUMBER. THE CONTRACTOR SHALL USE PRESSURE TREATED LUMBER. 14.THE CONTRACTOR SHALL INSTALL CONCRETE FOOTINGS WITH A MINIMUM 3 FOOT DEPTH. THE CONTRACTOR SHALL INSTALL CONCRETE FOOTINGS WITH A MINIMUM 3 FOOT DEPTH. 15.THE CONTRACTOR SHALL NOT MAKE ANY MODIFICATIONS AT THE SITE UNTIL CONSULTING WITH THE ENGINEER. THE CONTRACTOR SHALL NOT MAKE ANY MODIFICATIONS AT THE SITE UNTIL CONSULTING WITH THE ENGINEER. 16.THE CONTRACTOR IS REQUIRED TO SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND CONSTRUCTION METHODS TO THE THE CONTRACTOR IS REQUIRED TO SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND CONSTRUCTION METHODS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND INSTALLATION OF GUTTER. SPECIFICATIONS: 1.CRUSHED AGGREGATE BASE SHALL BE COMPRISED OF NO. 57 STONE. ALTERNATIVE CONCRETE PAD SHALL BE CONCRETE CRUSHED AGGREGATE BASE SHALL BE COMPRISED OF NO. 57 STONE. ALTERNATIVE CONCRETE PAD SHALL BE CONCRETE WITH 4,500 PSI STRENGTH. 2.ALL DISTURBED AREAS EXCLUSIVE OF THE CISTERN SHALL BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR. ALL DISTURBED AREAS EXCLUSIVE OF THE CISTERN SHALL BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR. 3.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF DOWNSPOUT CONNECTIONS TO CISTERN FOR ENGINEERS APPROVAL PRIOR CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF DOWNSPOUT CONNECTIONS TO CISTERN FOR ENGINEERS APPROVAL PRIOR TO INSTALLATION. 4.DIVERTER FILTER BOX SHALL BE FRAINHARVESTING® FIRST FLUSH DOWNSPOUT DIVERTER (PRODUCT CODE: WDDS9X) OR DIVERTER FILTER BOX SHALL BE FRAINHARVESTING® FIRST FLUSH DOWNSPOUT DIVERTER (PRODUCT CODE: WDDS9X) OR FIRST FLUSH DOWNSPOUT DIVERTER (PRODUCT CODE: WDDS9X) OR EQUIVALENT. 5.OVERFLOW SHALL DISCHARGE TO LAWN AREA UNLESS SPECIFIED OTHERWISE. STONE PROTECTION COMPRISED OF 3"-5" DIA. OVERFLOW SHALL DISCHARGE TO LAWN AREA UNLESS SPECIFIED OTHERWISE. STONE PROTECTION COMPRISED OF 3"-5" DIA. CLEAN RIVER STONE SHALL BE INSTALLED AS SHOWN IN DETAIL.
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N.T.S.
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2
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DT-2
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DOWNSPOUT DIVERTER DETAIL
Langston Hughes Elementary School Green Infrastructure Information Sheet
Appendix C
Site Photographs – Completed Projects
Installation Completed October 24, 2018
photo courtesy of Passaic Valley Sewerage Commission,
Site Photograph Fall 2019
photo courtesy of Passaic Valley Sewerage Commission, photo courtesy of Passaic Valley Sewerage Commission
Site Photograph June 27, 2019
photo courtesy of Passaic Valley Sewerage Commission, photo courtesy of Passaic Valley Sewerage Commissionphoto courtesy of Passaic Valley Sewerage Commission,
Site Photograph June 27, 2019
photo courtesy of Passaic Valley Sewerage Commission, photo courtesy of Passaic Valley Sewerage Commissionphoto courtesy of Passaic Valley Sewerage Commission, photo courtesy of Passaic Valley Sewerage Commission,
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