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SU0012198
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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ELLIOTT
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2600 - Land Use Program
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PA-1900036
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SU0012198
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Last modified
5/7/2020 11:35:40 AM
Creation date
9/4/2019 6:04:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0012198
PE
2626
FACILITY_NAME
PA-1900036
STREET_NUMBER
19960
Direction
N
STREET_NAME
ELLIOTT
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237-
APN
05121013, 05121070
ENTERED_DATE
3/5/2019 12:00:00 AM
SITE_LOCATION
19960 N ELLIOTT RD
RECEIVED_DATE
5/17/2019 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
Supplemental fields
FilePath
\MIGRATIONS\E\ELLIOTT\19960\PA-1900036\SU0012198\APPL.PDF \MIGRATIONS\E\ELLIOTT\19960\PA-1900036\SU0012198\EH PERM.PDF \MIGRATIONS\E\ELLIOTT\19960\PA-1900036\SU0012198\MISC.PDF \MIGRATIONS\E\ELLIOTT\19960\PA-1900036\SU0012198\SR0029649.PDF
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EHD - Public
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0 PRODUCTS <br /> GREEN LANDSCAPING ALTERNATIVES FOR A SUSTAINABLE FUTURE <br /> BASIC INSTALLATION FOR CORE Gravel 60-40 (Commercial Grade) <br /> COREgravel - Honeycomb Gravel Stabilizer Panels: <br /> Panels area ± 45" x ± 39" x 1 3/5" (1.15 m x 1.0 m x 40 mm) (MEDIUM) (JUMBO panels <br /> also available = 2X medium panel) heavy duty black injection-molded polypropylene panel <br /> having a factory applied geotextile fabric fused to the bottom and are capable of supporting <br /> wheelchairs and occasional light truck traffic. Compressive strength is tested under ASTM <br /> D 1621-04a and is 1016 kg/0.0175 m2. Loading capacity is > 300 tons/m2, >380 psi, when <br /> filled with gravel over the specified base. <br /> CORE GRAVEL HONEYCOMB CELL INFILL MATERIALS <br /> Specifier Notes: <br /> A. For a permeable system, fill cells with clean, angular or round stones, gravel or <br /> decorative stones. <br /> B. Infill gravel sizes ranges between 1/8" to 1/2", but the ideal size is 3/8", and can be <br /> either clear or pre-washed of all fines before delivering to the site. No gravel less than <br /> 1/8" nor more than 1/2" is recommended. <br /> D. Install infill gravel by back-dumping into the cells from buckets mounted on rubber-tired <br /> tractors. Avoid sharp turns of the tractor, driving only on gravel-filled cells. Spread gravel <br /> laterally from the pile using power brooms, blades, flat bottomed shovels and/or wide <br /> asphalt rakes to fill the cells. Depending on the size of the project, you can compact the <br /> gravel with a vibrating plate compactor. If using pea gravel, no plate compaction is <br /> necessary. <br /> INSTALLATION <br /> 1. Excavate area allowing for unit thickness and top layer. Leave 50 mm (2.0 inches)for <br /> COREgravel@ 60-40 (40 mm) and top layer (10 mm) to meet final grade. <br /> 2. Excavate and shape foundation soils to grades, elevations, and dimensions as necessary <br /> for your site,or as per drawings.Be sure water will flow away from any structures. <br /> 3. If site requires a structural base,fill with 3/W road crush as necessary.A typically homeowner driveway <br /> will require a minimum of 2"of road crush,but site specific conditions may call for a deeper subbase. <br /> Maximum base layer:6"(i.e.parking lot). <br /> 4. Compact your base layer with a vibratory plate, compactor, or roller. <br />
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