329 Ind. Admin. Code 10-24-2

Current through May 29, 2024
Section 329 IAC 10-24-2 - Plot plans and cross-sectional drawings

Authority: IC 13-14-8-7; IC 13-15-2-1; IC 13-19-3-1

Affected: IC 13-30-2; IC 36-9-30

Sec. 2.

(a) An application for restricted waste site Type I or Type II or nonmunicipal solid waste landfill must be accompanied by plot plans using:
(1) a scale of at least one (1) inch equals one hundred (100) feet for a site of less than eighty (80) acres; or
(2) a scale of at least one (1) inch equals two hundred (200) feet for a facility of eighty (80) acres or more.

A bar scale must be shown on plans in order to properly indicate the scale if size changes occur. All plot plans must include the facility boundaries and indicate each of the required features set forth in this section within three hundred (300) feet of the facility boundaries. All facility plan elevations must correlate with United States Geological Survey (USGS) mean sea level data.

(b) An application for restricted waste site Type I or Type II or nonmunicipal solid waste landfill must be accompanied by the following plot plans and cross sections:
(1) A plot plan that indicates the following:
(A) Locations and elevations of all existing and proposed on-site boring locations.
(B) Rock outcroppings.
(C) Surface water run-off direction.
(D) Fences.
(E) Utility easements and rights-of-way.
(F) Present land surface contours at intervals of no more than five (5) feet.
(G) Proposed location of scales required by 329 IAC 10-14-2.
(2) A plot plan that indicates the fill boundaries and proposed final contours of the site at intervals of no more than two (2) feet.
(3) A plot plan, with surface contours at intervals of no more than five (5) feet, which indicates initial facility development. Compliance with this plan is a preoperational requirement under 329 IAC 10-27-2. Benchmarks, as required by 329 IAC 10-27-2, must be shown with a description and elevation provided.
(4) A plot plan, with surface contours at intervals of no more than five (5) feet, which indicates the following:
(A) Land surface water diversion structures.
(B) Berms.
(C) Vegetation or fences for visual screening.
(D) Sedimentation control structures and erosion control structures.
(E) Protective barriers.
(F) Leachate collection and methane control systems if proposed.
(G) Existing and proposed structures.
(H) The precise location of the solid waste boundary.
(I) Methods of operation.
(J) Direction and order that the operation and development will proceed.
(K) Depth of excavation.
(L) Length and width of trenches if proposed.
(M) Depth of lifts and size of working face.
(N) Areas of the site to be used only for acquisition of cover soil.
(5) Geological cross-sectional drawings of the proposed facility showing the following:
(A) The types of soil materials or rock strata, as identified by boring logs, from the ground surface to the required boring depth.
(B) Depth of proposed fill.
(C) Fill boundaries.
(D) Present topography, including mean sea level elevations.

All boring logs must be shown on cross sections. A minimum of two (2) intersecting cross sections must be submitted.

(6) Cross-sectional drawings of proposed on-site all-weather roads.
(7) Cross-sectional drawings of proposed sedimentation control structures and erosion control structures, including, but not limited to, berms, dikes, and ditches.
(8) Cross-sectional drawings of proposed protective barriers, leachate collection, or methane control systems, if applicable.

329 IAC 10-24-2

Solid Waste Management Board; 329 IAC 10-24-2; filed Mar 14, 1996, 5:00 p.m.: 19 IR 1888; readopted filed Jan 10, 2001, 3:25 p.m.: 24 IR 1535; readopted filed May 14, 2007, 1:53 p.m.: 20070523-IR-329070138BFA
Readopted filed Jul 29, 2013, 9:20 a.m.: 20130828-IR-329130179BFA; readopted filed Jun 14, 2019, 2:00 p.m.: 20190710-IR-329190249BFA