SUSSEX CONSERVATION
DISTRICT
CONSTRUCTION AS-BUILT
SUBMITTAL CHECKLIST |
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The Sussex Conservation District requires
an As-built of the Stormwater Management facility within 60 days
of completion. |
| Submittal Requirements: |
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As-built survey plan in accordance with the items of this
Checklist |
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Supporting calculations in accordance with the items of
this Checklist |
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A copy of the completed Construction As-Built Survey Submittal
Checklist |
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Pond Construction Checklist completed by the CCR during
construction of the basin, if applicable |
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Geotechnical engineer’s report
for core trench / cutoff trench construction, if applicable |
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| As-Built Plan Requirements: |
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Plans must be submitted on minimum 24” x 36”
sheets |
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Provide a location map on the plan |
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Provide a north arrow on the plan |
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The
title block must include: |
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Project name indicating “as-built”
in the plan title |
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Name, address, telephone and fax numbers of
the individual preparing the plan |
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Scale of plan (maximum plan scale
accepted will be 1”=50’) |
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Date of the survey |
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Hundred, County, and State |
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Signature and seal of Delaware Registered Professional Engineer
or Professional Land Surveyor |
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Name, address, telephone and fax numbers of the party responsible
for maintenance of the stormwater facility (i.e. owner or
maintenance corporation representative) |
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Delineate and properly label the following
(as applicable): |
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Roads adjoining the stormwater facility |
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Property lines adjacent to the stormwater facility |
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Easements (i.e. drainage, utility, access, etc.) adjacent
to the stormwater facility |
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Maintenance access to and around the stormwater facility |
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Maintenance set aside area location and dimensions |
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Provide the following as it relates
to the stormwater facility’s storage volume: |
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As-built contours of the stormwater
management facility including forebays, micropools, and elevations
below permanent pool at 1- or 2-foot intervals based on the
datum of the approved plan. (One-foot contours
will generally be expected for projects located in Kent and
Sussex Counties. For sites with greater elevation differences
(+20’ across the site) such as is often found in New
Castle County, 2-foot contours will be accepted.) |
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Pond bottom elevations on a fifty-foot grid
with high and low points noted |
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Lowest top of bank elevation at fill for embankment/combination
pond or lowest top of bank elevation for excavated pond. The
acceptable top of bank elevation may be no lower than the
design elevation for top of bank. |
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Actual cross section showing elevations, inside
slopes, benching, top width and backslope, as applicable (to
scale). |
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Elevation of permanent pool. |
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Calculations of the volume of the pond as constructed
with incremental storage and cumulative storage volumes in
cubic feet for each one-foot elevation contour. ***The
allowable variance from the design volume of the basin is
ten percent.
Provide the following information related to the inlet and
outlet structures within the stormwater facility. ***The
allowable variance for invert elevations on any structure
is 0.1 ft: |
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Diameter and material of all inlet and outlet
pipes |
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Invert elevations of all inlet and outlet pipes
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Dimensions (length, width, depth, d50) for
all areas of rock outlet protection |
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Dimensions and material of outfall structures |
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Profile through principal spillway showing
inverts and dimensions of all pipes, weirs, orifices, risers
and other appurtenances, as applicable (to scale) |
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Cross-section of emergency spillway (to scale) |
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Profile through emergency spillway (to scale) |
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| ***When the allowable variances are exceeded for
either stormwater facility volume or outlet structure invert elevations,
supplemental calculations must be submitted to determine if the
stormwater facility, as constructed, meets the design requirements.
Submit the following: |
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Calculations of outflow from the stormwater
management facility for all design storms. Routing computations
must be based on the as-built volumes and elevations for the
facility. |
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