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2016-06-26_REVISION - M2004031
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2016-06-26_REVISION - M2004031
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Last modified
6/15/2021 2:33:21 PM
Creation date
6/27/2016 10:46:21 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2004031
IBM Index Class Name
Revision
Doc Date
6/26/2016
Doc Name
Adequacy Review #2
From
DRMS
To
Aggregate Industries - WCR, Inc.
Type & Sequence
AM1
Email Name
TOD
WHE
Media Type
D
Archive
No
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Aggregate Industries – WCR, Inc. <br />Page 2 <br />June 26, 2016 <br /> <br />h. In conjunction with Exhibit I - Soils Information, Subsection 6.4.9, soils information may <br />be presented on a map in this section; <br /> <br />6.4.5 EXHIBIT E - Reclamation Plan <br /> <br />1) Clarification on the revised proposed permanent groundwater mounding mitigation plan: <br /> <br />a. Please provide detailed drawings (both profile and plan view) of the headwall and the <br />excavation infront of the headwall into the native grade. Please include: <br />i. Rip rap size specifications <br />ii. Grading specifications (horizontal to vertical ratio) <br />iii. General dimensions of the excavation and riprap around the headwall <br />iv. Will the rip rap in front of the headwall be grouted? <br />v. Will there be any specified bedding material underneath the Riprap in front of the <br />headwall? <br /> <br />b. Per the specifications on sheet C-200 it appears that the headwall excavation will have final <br />slopes of 2H:1V. Pursuant to Rule 3.1.5(7) all slopes 5 feet above to 10 feet below the <br />expected water line shall be not steeper than 3H:1V. Please revise the plan to have slopes <br />no steeper than 3H:1V. <br /> <br />c. On drawing C-200 D, for the Riprap Dissipation Basin please specify the following: <br />i. Size of rip rap to be used, <br />ii. Grouted rip rap or not, <br />iii. Thickness of placed rip rap, <br />iv. Type of bedding material? <br /> <br />d. Due to the past observations of blockages of the agridrain and the temporary groundwater <br />mounding mitigation plan, please provide a design to prevent the pipes from becoming <br />clogged with debris. <br /> <br />8) It appears that the revised proposed permanent groundwater mounding mitigation plan will have a <br />lower invert pipe elevation than the agridrain as approved under TR-02. Will the agridrain be <br />installed at the same invert elevation as the revised proposed permanent groundwater mounding <br />mitigation plan? <br />a. When will the agridrain be reinstalled? <br /> <br />9) Please commit to submitting to the Division within 60 days of completion of the permanent <br />groundwater mounding mitigation plan, a certification created by a qualified engineer certifying <br />that the permanent plan has been constructed to the required; design, compaction, and <br />specifications approved through AM-01. <br /> <br /> <br /> <br /> <br />
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