EPA Technical Assistance Grant - Beaufort SC Northwest Quadrant
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City of Beaufort
Block by Block Green InfrastructureNorthwest Quadrant Conceptual Design
Beaufort’s Block by Block Green InfrastructureNorthwest Quadrant Conceptual Design
Beaufort’s Block by Block Green InfrastructureNorthwest Quadrant Conceptual Design
Preservation guidelines • Maintaining the traditional character of the block; • Maintaining the informal nature of the streets, lanes,
and gardens where they exist; • Maintaining the soft edges found along neighborhood
streets; and• Encouraging informal gardens throughout the
neighborhood.
Neighborhood Strategic Plan • Encouraging the use of rain barrels and greywater
recycling; • Supporting community gardens; and• Identifying future pocket park locations.
What is Green Infrastructure? Stormwater management strategy that uses natural hydrologic features to manage water and provide environmental and community benefits.
Beaufort’s Block by Block Green InfrastructureNorthwest Quadrant Conceptual Design
How do we make this… function more like this?
Green Infrastructure
5
Under Natural Conditions Runoff is
Limited........But increases
After Development
What is Green Infrastructure? Stormwater management strategy that uses natural hydrologic features to manage water and provide environmental and community benefits.
Beaufort’s Block by Block Green InfrastructureNorthwest Quadrant Conceptual Design
How do we make this… function more like this?
Cost savings Community identity Recreational
greenspace Reduced urban heat
island effect Wildlife habitat Enhanced property
values Carbon sequestering Aesthetic benefits
Green Infrastructure - Multiple Benefits
Water quality Flood and
hydromodification control
Rainwater capture and use
Increased groundwater recharge and baseflow
Improved air quality Reduced energy
consumption
Multiple Benefits
Category Indicator
Environmental
Reduced Stormwater Volume
Reduced Peak Flow Rate
Reduced Pollutant Loading
Increased Groundwater Recharge
Reduced Energy Use and Heat Island Effect
Reduced Particulate Matter
Increased Carbon Sequestration
SocialImproved Quality of Life and Aesthetics
Increased Recreational Opportunities
Economic
Job Creation
Reduced Infrastructure Costs
Reduced Pumping Costs
Increased or Stabilized Property Values
Economic Benefits
Economic Benefits
Effects of Water Pollution
Photo courtesy of NRCS
BMP Functions
Structural BMPs
Hydrologic controls Removal processes
Storage/detention or flow attenuation
Infiltration
Evapotranspiration
Settling
Filtration
Sorption
Bioaccumulation
Biotransformation/ phytoremediation
Other (e.g., photolysis; volatilization)
Bioretention + (+) o o + o + + (o)
Permeable pavement + (+) – – + – – – –
Infiltration basin + + (o) o + o + + (o)
Cisterns/rain barrels + – – – – – – – –Note: ( ) optional function; + major function; o secondary function; – insignificant function
BMP Design
Bioretention Bioswales Planter Boxes
Permeable Pavement Green Roofs Water Harvesting
Cisterns Rain Barrels
Sand Filters Vegetated Swales Vegetated Filter Strips
Bioretention Areas
Bioretention Schematic
Media
Underdrain System
Vegetation on SurfaceRunoff
Bioretention Areas
Pollutant removal functions Sedimentation (temporary)
Trash, TSS, Phosphorus Microbial Processes
Nitrogen, Pathogens Chemical Processes
Metals, Phosphorus Exposure to Sunlight & Dryness
Pathogens, Oil & Grease
Where are pollutants removed? TSS
TP
Temp
TN
Pathogens
Metals
Oil & Grease
Bioretention Areas
• Soil Media Depth
www.bae.ncsu.edu/stormwater
Bioretention Areas
www.bae.ncsu.edu/stormwater
Integrating into Landscape
Integrating into Landscape
www.bae.ncsu.edu/stormwater
Parking Lots
Port City Java, Market Street
www.bae.ncsu.edu/stormwater
Parking Lots
www.bae.ncsu.edu/stormwater
www.bae.ncsu.edu/stormwater
+ 4 Hours
+14 Hours
Bioretention Areas
Bioretention Areas
Mulch and Vegetation Drought tolerant vegetation Periodic inundation Native species
Consider size and appearance at maturity
Bioretention Variations
Bioswales
Transportation Corridor Right-of-way
Bioretention Variations
Permeable Pavement
Allows for rainfall infiltration
Low traffic surfaces (driveways, parking lots, walk ways)
Provides peak flow mitigation, volume storage, and some water quality improvement
Permeable Pavements
Permeable Interlocking Concrete Pavers (PICP)
Concrete Grid Pavers (CGP)
Pervious (Porous) Pavements (PC & PA)
Plastic Reinforcing Grids (PG)
Permeable Pavement
Store/Treat the design storm volume within base and sub-base reservoirs
• d = V / A × n– d = Gravel Layer Depth (ft)– V = Water Quality Volume– A = Surface Area (square ft)– n = Porosity (0.3 to 0.4)
Structural Design Total traffic In situ soil strength Environmental elements Bedding and reservoir layer design
Permeable Pavement
• AASHTO Guide for Design of Pavement Structures (1993)
• AASHTO Supplement to the Guide for Design of Pavement Structures (1998)
• AASHTO Flexible Pavement Method
These systems should be installed by a qualified professional
• The only exception is very small backyard patios where BMP failure will not be hazardous to human health
• A list of professionals qualified in permeable paver installation is available through the Interlocking Concrete Pavement Institute (ICPI) – www.icpi.org
• More information on pervious concrete is available through the Carolina Ready Mixed Concrete Association (CRMCA) – www.crmca.com
Permeable Pavement
Permeable Pavement
6 inches pervious concrete
Washed no 57 stone (Min 6”)
Permeable Pavement
6 in
6-9 in
12-18 in
Permeable Pavement
Washed No. 57 StoneWashed No. 57 Stone
Pea GravelPea Gravel
Interlocking Concrete PaversInterlocking Concrete Pavers
Washed No. 57 StoneWashed No. 57 Stone
SandSand
Grid PaversGrid Pavers
PICP with gravel fill
Permeable Pavement
Permeable Pavement
6 in
6-9 in
12-18 in
Permeable Pavement
Permeable Pavement
Permeable Pavement
Permeable Pavement
Permeable Pavement
Permeable Pavement
Permeable Pavement
Permeable Pavement
Vegetated Infiltration Basin
Vegetated Infiltration Basin
Vegetated Infiltration Basin
Photo credit: Jill Bicknell, Santa Clara Valley Urban Runoff Program.
Stormwater Wetlands
Reduce Nutrients Slow Flow of Water
Stormwater Wetlands
Stormwater Wetlands
Stormwater Wetlands
Stormwater Wetlands
www.bae.ncsu.edu/stormwater
A Diverse System of Herbaceous Plants tends to limit mosquito population
Human Introduction of Gambousia affinis NOT recommended
Stormwater Wetlands
Multi-Benefit Use
Beaufort’s Block by Block Green InfrastructureNorthwest Quadrant Conceptual Design
Beaufort’s Block by Block Green InfrastructureNorthwest Quadrant Conceptual Design
Burton
Beaufort
Shell Point
Port Royal
Laurel Bay
Parris Island
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170
281
802
280
116
802
Male
con
Par
is
Beaufort
US Marine Corps Air StationUS Marine Corps Air Station
Marine Corps Recruit DepotMarine Corps Recruit Depot
Golf Professionals ClubGolf Professionals Club
0 1 20.5Miles
City of BeaufortSouth Carolina
Project Location
Legend
Project Location
Northwest Quadrant Boundary
City of Beaufort Limits
Highway
Major Road
Railroads (Local)
Lake/Pond/Stream/River
Swamp/Marsh
Cities
Beaufort Northwest QuadrantProject Location
Beaufort’s Block by Block Green InfrastructureNorthwest Quadrant Conceptual Design
BAY ST
DUKE ST
PRINCE ST
GREENE ST
RIB
AU
T R
D
KING ST
BOUNDARY ST
CH
UR
CH
ST
NORTH STH
AM
AR
ST
BLA
DE
N S
T
NE
WC
AS
TLE
ST
MO
NS
ON
ST
WASHINGTON ST
SIMMS ST
HA
RR
ING
TON
ST
WIL
MIN
GT
ON
ST
WA
IGH
T S
T
AD
VE
NT
UR
E S
T
MA
RS
H R
D
ME
RIT
TA A
VE
CONGRESS ST
EU
HA
W S
T
UN
ION
ST
HE
YW
AR
D S
T
BAGGETT ST
GLE
BE
ST
PIL
OT
ST
DEPOT RD
CRAVEN ST
ELTON LN
BLADEN LN
KING ST
NORTH ST
0 400 800200Feet
City of BeaufortSouth Carolina
Northwest Quadrant
Legend
Streets
Northwest Quadrant Boundary
Beaufort River
HistoricDowntownBeaufort
NorthwestQuadrantBeaufort
Charrette Process
Work session with director and staff Site selection and preliminary concept plans Presentations to staff and officials Final concept plans and report Final presentation
Implementation
Regulating Plan T3 Neighborhood General T4 Urban Neighborhood and Neighborhood Center T5 Urban Center/Corridor
Localized Improvements Public Right of Way and Block Level Solutions
Transects
Integration of Green Infrastructure techniques into the planning and development process
Consistent, predictable costs and performance, and replicable results
Adaptable to local conditions Ancillary benefits and values
Aesthetics, identity, energy…..
Localized Improvements
Correct drainage issues Improve streetscape and reduce maintenance Create community value Demonstrate progress Planned and Constructed incrementally
DraftProject Criteria
Drai
nage
Impr
ovem
ent
Wat
er Q
ualit
y
Inte
grati
on o
f Tra
nsec
ts
Dem
onst
ratio
n of
Te
chno
logy
Nei
ghbo
rhoo
d Be
nefit
Anci
llary
Ben
efits
Candidate Project/TransectsSection 8 Housing Church and Washington Streets ○ ○ ○ Private Lot between Prince and Hamar ● ● ○ ● ●Glebe Street Extension ● ● ● Stormwater Dry Pond Hamar and Washington ○ ○ ● ●Green Street along Pilot from Prince to North StreetConnection of Duke and Princeton ○ ● ●Duke Street from Bladen to Pilot Street ● ● ● ●Candidate ImprovementsBump Outs for Tree Space ● ● ● ●Vegetated Curb Extensions ● ● ● ●Residential on-lot Permeable Pavement ● ● ● ● ●
T3 – Neighborhood
T3 – Neighborhood
T4 – Neighborhood Center
T4 – Neighborhood Center
T5 – Urban Corridor/Center
T5 – Urban Corridor/Center
20
25
15
15
20
25
20
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20
25
2025
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25
20
20
25
15
HA
MA
R S
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DUKE ST
PRINCE ST
GREENE ST
BLA
DE
N S
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AD
VE
NT
UR
E S
T
UN
ION
ST
KING ST
BAGGETT ST
WASHINGTON ST
PIL
OT
ST
GLE
BE
ST
KING ST
Legend
Storm Sewers
Streets
Duke Street Catchment
Basin Catchment
Parcels
Elevation, ft5
10
15
20
25
0 100 20050Feet
City of BeaufortSouth Carolina
Project Contributing Areas
Proposed VegetatedInfiltration BasinBeaufort
ElementarySchool
• Vegetated Infiltration Basin• Open Community Park Space• Large watershed
Prince Street and Hamar Street
Prince Street and Hamar Street
• Water Volume and Quality Treatment
• Community Park Space• Aesthetic Improvement
Prince Street and Hamar Street
Diversion Structure Inlet & Monitoring Point
22
21
23
20
24
19
18
17
16
232216
HA
MA
R S
T
PRINCE ST
Legend
Catch Basins
Diversion Structure
Inlet & Monitoring Point
Streets
Storm Sewers
Proposed Inlet Line
Parcels
Top Footprint
Banks - 2:1 Sideslope
Banks - Steps
Bottom Footprint
0 30 6015Feet
City of BeaufortSouth Carolina
Implementation Areas
Green Infrastructure Practice
Green Infrastructure
Practice LocationWidth
(ft)Length
(ft)
Ponding Depth
(ft)
Surface Area (sq ft)
Water Storage Volume (cu ft)
Vegetated infiltration Basin
Open Space Parcel 125 125 2.0 15,700 20,880
Duke Street From Bladen To Hamar
• Permeable Pavement and Bioretention
• Streetscape Enhancement• Aesthetic Improvement
Duke Street From Bladen To Hamar
• Permeable Pavement and Bioretention
• Streetscape Enhancement• Aesthetic Improvement
20
25
15
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20
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2025
25
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15
HA
MA
R S
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DUKE ST
PRINCE ST
GREENE ST
BLA
DE
N S
T
AD
VE
NT
UR
E S
T
UN
ION
ST
KING ST
BAGGETT ST
WASHINGTON ST
PIL
OT
ST
GLE
BE
ST
KING ST
Legend
Storm Sewers
Streets
Duke Street Catchment
Basin Catchment
Parcels
Elevation, ft5
10
15
20
25
0 100 20050Feet
City of BeaufortSouth Carolina
Project Contributing Areas
Proposed VegetatedInfiltration BasinBeaufort
ElementarySchool
Duke Street From Bladen To Hamar
• Water Volume and Quality Treatment
• Enhanced Parking Areas• Reduce Localized
Flooding
Duke Street From Bladen To Hamar
DUKE ST
PRINCE ST
HA
MA
R S
T
BL
AD
EN
ST
WASHINGTON ST
AD
VE
NT
UR
E S
T
0 100 20050Feet
City of BeaufortSouth Carolina
Available Implementation Area
Legend
Catch Basins
Storm Sewers
Streets
Bioretention
Permeable Pavement
Green Infrastructure Practice
Green Infrastructure
Practice Location
Width (ft)
Length (ft)
Surface Area(sq ft)
Water Storage Volume (cu ft)
Bioretention Right-of-way 8 840 6,717 9,404Permeable Pavement Right-of-way 8 1680 13,434 4,030
Duke Street From Bladen To Hamar
DUKE ST
PRINCE ST
HA
MA
R S
T
BL
AD
EN
ST
WASHINGTON ST
AD
VE
NT
UR
E S
T
±0 90 18045Feet
City of BeaufortSouth Carolina
1.95 inch Event Area
Legend
Catch Basins
Storm Sewers
Streets
Bioretention
Permeable Pavement
Green Infrastructure Practice
Green Infrastructure
Practice Location
Width (ft)
Length (ft)
Surface Area(sq ft)
Water Storage Volume (cu ft)
Bioretention Right-of-way 8 182 1,453 2,034
Permeable Pavement Right-of-way 8 363 2,906 872
Duke Street From Bladen To Hamar
DUKE ST
PRINCE ST
HA
MA
R S
T
BL
AD
EN
ST
WASHINGTON ST
AD
VE
NT
UR
E S
T
±0 90 18045Feet
City of BeaufortSouth Carolina
1.95 inch Event Area
Legend
Catch Basins
Storm Sewers
Streets
Bioretention
Permeable Pavement
Green Infrastructure Practice
Green Infrastructure
Practice Location
Width (ft)
Length (ft)
Surface Area(sq ft)
Water Storage Volume (cu ft)
Bioretention Right-of-way 8 182 1,453 2,034
Permeable Pavement Right-of-way 8 363 2,906 872
Operations and Maintenance
Task Frequency Maintenance notesMonitor infiltration and drainage 1 time/year Inspect drainage time (12–24 hours). Might have to determine
infiltration rate (every 2–3 years). Turning over or replacing the media (top 2–3 inches) might be necessary to improve infiltration (at least 0.5 in/hr).
Pruning 1–2 times/year Nutrients in runoff often cause bioretention vegetation to flourish.
Mowing 2–12 times/year Frequency depends on the location, plant selection and desired aesthetic appeal.
Mulching 1–2 times/ year Recommend maintaining 1”–3” uniform mulch layer.
Mulch removal 1 time/2–3 years Mulch accumulation reduces available water storage volume. Removal of mulch also increases surface infiltration rate of fill soil.
Watering 1 time/2–3 days for first 1–2 months; sporadically after establishment
If drought conditions exist, watering after the initial year might be required.
Fertilization 1 time initially One-time spot fertilization for first year vegetation.
Remove and replace dead plants 1 time/year Within the first year, 10% of plants can die. Survival rates increase with time.
Inlet inspection Once after first rain of the season, then monthly during the rainy season
Check for sediment accumulation to ensure that flow into the retention area is as designed. Remove any accumulated sediment.
Outlet inspection Once after first rain of the season, then monthly during the rainy season
Check for erosion at the outlet and remove any accumulated mulch or sediment.
Miscellaneous upkeep 12 times/year Tasks include trash collection, plant health, spot weeding, and removing mulch from the overflow device.
Task Frequency Maintenance notesImpervious to Pervious interface
Once after first rain of the season, then monthly during the rainy season
Check for sediment and debris accumulation to ensure that flow onto the permeable pavement is not restricted. Remove any accumulated sediment, vegetative debris, or trash. Stabilize any exposed soil.
Vacuum street sweeper Twice per year as needed Portions of pavement should be swept with a vacuum street sweeper at least twice per year or as needed to maintain infiltration rates.
Replace fill materials(applies to pervious pavers only)
1-2 times per year (and after any vac truck sweeping)
Fill materials will need to be replaced after each sweeping and as needed to keep voids with the paver surface.
Miscellaneous upkeep 4 times per year or as needed for aesthetics
Tasks include trash collection, sweeping, and spot weeding.
Task Frequency Maintenance notesForebay cleanout As needed, typical 5 – 10
yearsCheck for sediment accumulation to ensure that flow into the retention area is as designed. Remove any accumulated sediment.
Invasive species/tree control
Semi-annual Within the first year, 10% of plants can die. Survival rates increase with time.
Bank mowing and stabilization
Monthly or as needed Frequency depends on the location, plant selection and desired aesthetic appeal.
Outlet inspection and cleanout
Monthly and after storms greater than 2 inches
Check for erosion at the outlet and remove any accumulated mulch or sediment.
Trash removal As needed Remove accumulated debris throughout the area.
Rodent & mosquito management
As needed Inspect for signs of vector control issues. Proper eradication measures should be used.
Permeable pavement operations and maintenance considerations
Stormwater wetland operations and maintenance considerations
Operations and Maintenance
Cost Estimate
Item No Description Quantity Unit Unit Cost Total
Preparation 1 Traffic Control 15 Day $1,000.00 $15,0002 Temporary Construction Fence 500 LF $2.50 $1,2503 Silt Fence 500 LF $3.00 $1,500 Site Preparation 4 Excavation and Removal 775 CY $45.00 $34,8755 Clearing and Grubbing 15,700 SF $0.75 $11,775 Vegetated Infiltration Basin 6 Fine Grading 15,700 SF $0.72 $11,3047 Inlet Diversion Structure 1 LS $15,000 $15,0008 Vegetation 15,700 SF $4.00 $62,800
Construction Subtotal $153,5049 Bond (5% of subtotal) $7,675
10 Mobilization (10% of subtotal) $15,35011 Construction contingency (20% of subtotal) $30,701
Construction Total $207,23012 Design (40% of Construction Total) $82,892
Total Cost $290,123
Cost EstimateItem No Description Quantity Unit Unit Cost Total
Preparation 1 Traffic Control 15 day $1,000.00 $15,0002 Temporary Construction Fence 545 LF $2.50 $1,3633 Silt Fence 545 LF $3.00 $1,635 Site Preparation 4 Curb and Gutter Removal 545 LF $3.30 $1,7995 Excavation and Removal 296 CY $45.00 $13,320 Traditional Bioretention 7 Fine Grading 1,453 SF $0.72 $1,0468 Soil Media 162 CY $40.00 $6,4809 Filter Layer (sand and No. 8 stone) 18 CY $45.00 $810
10 Vegetation 1,453 SF $4.00 $5,81211 Mulch 14 CY $55.00 $77012 Curb and Gutter 278 LF $22.00 $6,116 Permeable Pavement
13 Curb and Gutter 363 LF $22.00 $7,98614 Permeable Pavement 2906 SF $12.00 $34,87215 Structural Layer (washed no 57 or no 2 stone) 54 CY $50.00 $2,70016 Concrete Transition Strip 363 LF $4.00 $1,452
17 Utility Conflicts 1 LS $10,000.00 $10,000Construction Subtotal $111,160
21 Bond (5% of subtotal) $5,55822 Mobilization (10% of subtotal) $11,11623 Construction contingency (20% of subtotal) $22,232
Construction Total $150,06624 Design (40% of Construction Total) $60,026
Total Cost $210,093
Green Infrastructure Practice
Area (ft2)
Unit Cost(per ft2)
Routine Maintenance(monthly to 2 years)
Bioretention 1,453 $2.28 $3,312.84Permeable pavement 2,906 $0.67 $1,947.02Vegetated Infiltration Basin 15,700 $1.91 $29,987.00
Annual Maintenance Costs
Typical Maintenance
Typical Maintenance
Questions?