HomeMy WebLinkAboutC307-Erosion Control Details-C3076
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STORM WATER POLLUTION & PREVENTION NOTES:
(A) All storm water quality measures, including erosion and sediment control, necessary to comply
with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection
(b).
(B) Provisions for erosion and sediment control on individual building lots regulated under the
original permit of a project site owner must include the following requirements:
(1) The individual lot operator, whether owning the property or acting as the agent of the
property owner, shall be responsible for erosion and sediment control requirements associated
with activities on individual lots.
(2) Installation and maintenance of a stable construction site access.
(3) Installation and maintenance of appropriate perimeter erosion and sediment control
measures prior to land disturbance.
(4) Sediment discharge and tracking from each lot must be minimized throughout the land
disturbing activities on the lot until permanent stabilization has been achieved.
(5) Clean-up of sediment must be redistributed or disposed of in a manner that is in
compliance with all applicable statutes and rules.
(6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with
temporary or permanent surface stabilization.
(7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or
this rule will be achieved when the individual lot operator:
(A) completes final stabilization; or
(B) has installed appropriate erosion and sediment control measures for an individual lot prior to
occupation of the home by the homeowner and has informed the homeowner of the requirement for,
and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when:
(A) all land disturbing activities have been completed and a uniform (for example, evenly
distributed, without large bare areas) perennial vegetative cover with a density of seventy percent
(70%) has been established on all unpaved areas and areas not covered by permanent structures, or
equivalent permanent stabilization measures have been employed; and
(B) construction projects on land used for agricultural purposes are returned to its preconstruction
agricultural use or disturbed areas, not previously used for agricultural production, such as filter
strips and areas that are not being returned to their preconstruction agricultural use, meet the final
stabilization requirements in clause (A).
SOILS MAP
NOT TO SCALE
SITE
Map Unit: Bs - Brookston silt clay loam, 0 to 2 percent slopes
Brookston silty clay loam (0 to 2 percent slopes) (B S).--Some of this soil is in large tracts within
which are irregularly shaped islandlike areas of lighter colored soils, and some of it is in drainageways
and small depressions surrounded by lighter colored soils. This soil has the profile described as
representative of the series.
The content of organic matter is high in this soil. Wetness is the main limitation that affects use and
management.
If this Brookston soil is adequately drained, it is suited to all crops commonly grown in the county.
Under proper management it can be used intensively for row crops. Its limitations for uses associated
with residential development are severe. Capability unit II w-1: tree and shrub suitability group 1.
Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes
CrA--Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on
uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has
moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow (< 0.06
in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the
upper 60 inches).The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are
management concerns for crop production. This soil responds well to tile drainage.
TYPICAL FLAT/RECTANGULAR/ROLLED CURB
INLET FILTER
TYPICAL CURB BOX
INLET FILTER TYPICAL ROUND
INLET FILTER
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