4”—6” STRIPPING DEPTH IS COMMON (BUT MAY VARY). STOCKPILES SHOULD BE SITUATED SO AS NOT TO OBSTRUCT DRAINAGE OR CAUSE OFFSITE ENVIRONMENTAL DAMAGE. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH STANDARDS DESCRIBED HEREON. REFER TO TEMPORARY OR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION.
DETAIL 14-4 SEDIMENT CONTROL BAG FOR DEWATERING
Where a stabilized construction exit traverses between two buildings, it shall be stoned the entire length of the right-of-way. Mountable stone berms placed across the width of the exit may also be required at the transition point between paved and non-paved areas to trap sediments which are carried by stormwater flowing along the curbline.
NOT TO SCALE
Fence posts shall be spaced 8 feet center-to-center or closer. They shall extend at least 2 feet into the ground and extend at least 2 feet above ground (Fig. 23-2). Posts shall be constructed of hardwood with a minimum diameter thickness of 11/2 inches.
“Super” silt fence - A metal fence with 6 inch or smaller mesh openings and at least 2 feet high may be utilized, fastened to the fence posts, to provide reinforcement and support to the geotextile fabric. Posts may be spaced less than 8 feet on center and may be constructed of heavier wood or metal as needed to withstand heavier sediment loading. This practice is appropriate where space for other practices is limited and heavy sediment loading is expected. “Super” silt fence is not to be used in place of properly designed diversions (pg. 15-1) which may be needed to control surface runoff rates and velocities.
A geotextile fabric, recommended for such use by the manufacturer, shall be buried at least 6 inches deep in the ground. The fabric shall extend at least 2 feet above the ground. The fabric must be securely fastened to the posts using a system consisting of metal fasteners (nails or staples) and a high strength reinforcement material (nylon webbing, grommets, washers etc.) placed between the fastener and the geotextile fabric. The fastening system shall resist tearing away from the post. The fabric shall incorporate a drawstring in the top portion of the fence for added strength.
THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE INSTALLED, AS DIRECTED BY THE DISTRICT INSPECTOR, IN ACCORDANCE WITH THE STATE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY
TEMPORARY OR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION.
STOCKPILES NOT TO BE PLACED IN AREA WITH CONCENTRATED FLOW, WETLANDS, EXTREME SLOPE, OR WITHIN 100' OF NATURAL STREAM
TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
SOIL EROSION & SEDIMENT CONTROL PLAN
PROPOSED HOUSE OF WORSHIP
922 HYSON ROAD
BLOCK 1204 LOT 34
TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY
OWNER/APPLICANT: 922 HYSON LLC
Note: soil should be moist but not saturated. Do not test when soil is excessively dry or subject to freezing temperatures. Slow, steady downward pressure used to advance the probe. Probe must penetrate at least 6" with less than 300 psi reading on the gage.
Penetrometer may be re-inserted if/when an obstruction (rock, root, debris) is encountered.
6.0" min. visible mark on wire at depth
6.0" min. visible mark on shaft at depth
HALER CONSULTING
PROFESSIONAL ENGINEERING SERVICES
640 HERMAN ROAD, UNIT 1
JACKSON, NEW JERSEY 08527
H. (732) 351-2583 F. (732) 806-7439
OFFICE@HALERCONSULTING.COM
COA 24GA28321300
<table><tr><td rowspan="2">640 HERMAN ROAD, UNIT 1 JACKSON, NEW JERSEY 08527 PH.(732) 351-2583 F.(732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300</td><td>PROJECT NO. 23-091</td></tr><tr><td>SCALE 1" = 30'</td></tr></table>
Use correct size tip for soil type
ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER
NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488
03-29-2024
C900