HomeMy WebLinkAbout20240614_ADI_Reply HEDRICK
INDUSTRIES
June 10, 2024
Adam Parr R � fVED
NCDEQ—Land Quality Section
1612 Mail Service Center
Raleigh,NC 27699
DEMUR
Permit: Lake Norman Quarry 55-01
Dear Adam:
This letter is in response to the questions concerning our Lake Norman Quarry modification request and
letter dated May 16, 2024, for additional information.
Additional Requested Comments:
1. Property owners have been added to the mine map.
2. The permit boundary does extend to the public road and is now shown on the mine map.
3. The stream buffers have been added to a new map labeled 3.5 of 5. This should better show the
intended stream buffers on the mine map. Please reference map EC-200 for more detail.
4. Included in the packet is an updated page that can be included in the binder booklet showing an
adequate plug and sequencing as requested by Mooresville Regional Office.
5. Sheet EC-4 page 41 has been updated to show adequate silt fencing along the entire project area.
6. Attached pages from DRG has added a note on the pump around with a minimum 3' top crest.
7. Sheet EC-4 page 41 has been updated showing sediment trap and erosion control at the bridge
crossing.
8. All mine maps have been updated with legend matching colors on the maps.
9. I have kept the gray color on the mine maps for the areas NE and NW showing the pits that were
permitted in 2008 and approved by Lincoln County Zoning. I have not shown these areas on
Maps 3 and 3.5 and only highlighted the waste area. The waste area would be constructed in the
areas of the approved pit area. After the waste area is removed once the Forney Creek project is
complete, we still may mine these areas in the future.
10. I have updated the reclamation map to show the pit as a fixture water source. The areas shown
as pits in the NE and NW areas of the map will not be mined below the water table and be left as
pits. This concept could change and will be updated with additional mapping in the future if
needed.
Office:828.686.3844
Cell:828.712.9009
iconnerCfhedrickind com
www.bedrickind.com
If you have any questions,please call at 828-686-3844 or cell 828-712-9009
Sincerely,
4--
Jason Conner
VP Land Management
Grove Stone and Sand
PO Box 425
Swannanoa,NC 28778
Office:828.686.3844
Cell:828.712.9009
i conner(@hedrickind.com
www.hedrickind.com
CONSTRUCTION SEQUENCE
THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING SEQUENCE OF CONSTRUCTION
IN ACCORDANCE WITH THE CONSTRUCTION PLANS AND THE SPECIAL PROVISIONS,
INCLUDING ALL PERMITS, AS DIRECTED BY THE OWNER OR DESIGNER. THE CONTRACTOR
WILL CONSTRUCT THE STREAM FROM UPSTREAM TO DOWNSTREAM WITHIN EACH REACH
DETAILED BELOW. ALL DISTURBED AREAS SHALL BE SEEDED (WITH APPROPRIATE MIX)
AND STRAW MULCHED AT THE END OF EACH DAY. EACH REACH (CHANNEL, FLOODPLAIN
AND BANKS) SHALL BE COMPLETED AND STABILIZED BY MATTING PRIOR TO FURTHER
CONSTRUCTION. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE FOR ALL CHANNELS
DAILY PRIOR TO LEAVING THE SITE.
ALL AREAS WITHIN THE LIMITS OF DISTURBANCE MAY BE CLEARED; HOWEVER, MAJOR
GRADING ACTIVITIES WILL BE LIMITED TO THE AREAS WITHIN THE LIMITS OF
CONSTRUCTION. THE LIMITS OF DISTURBANCE INCLUDE AREAS FOR STAGING AND
STOCKPILING.
I. I. INITIAL SITE PREPARATION
1. STAKE AND MARK SENSITIVE AREAS WITH BOUNDARY MARKING MATERIAL TO
THE LIMITS AS INDICATED ON THE CONSTRUCTION PLANS.
2. PREPARE STAGING AND STOCKPILING AREAS IN AREAS LOCATED ON THE
CONSTRUCTION PLANS.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES.
4. INSTALL AND MAINTAIN AN ONSITE RAIN GAUGE AND LOG BOOK.
5. STAKE CONSTRUCTION AND LIMITS OF CONSTRUCTION AS SHOWN ON THE
CONSTRUCTION PLANS.
6. INSTALL EROSION AND SEDIMENT CONTROL DEVICES.
II. FORNEY CREEK
APPROXIMATE STATION 5+20 TO 32+00
PLAN SHEETS: 17, 18, 19, 20, 21, EC-2, EC-3, and EC-4
1. CHANNEL SEQUENCE
a. MAINTAIN FLOW WITHIN THE EXISTING CHANNEL. MAINTAIN A PLUG AT
LEAST 5' IN LENGTH SEPARATING FLOW OF THE EXISTING CHANNEL AND
THE NEW CHANNEL CONSTRUCTION UNTIL FLOW IS READY TO BE
TURNED INTO THE NEW CHANNEL.
b. CONSTRUCT OFFLINE CHANNEL AND ADJACENT FLOODPLAIN FROM 5+20
—32+00.
c. CONSTRUCT OFFLINE TRIBUTARY CHANNEL AND ADJACENT
FLOODPLAIN FROM 0+12—4+36.
2. OPEN UP ONLY THAT PORTION OF THE CHANNEL THAT CAN BE COMPLETED AND
STABILIZED WITHIN THE SAME DAY.
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