20200894 Ver 1_Updated Site Plan_20200730

Strickland, Bev
From: Jennifer Robertson <[e-mail]>
Sent: Thursday, July 30, 2020 7:39 PM
To: Johnson, Alan
Subject: [External] RE: Connor 20-0894
Attachments: C-4.2 - Grading Plan.pdf
MExternal email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
m(@nc.gov
Alan,
Attached is a revised stormwater outlet per your comment below. The engineer understands that they will
need more stringent SW for any additional phase of the project due to WS status. Are you good to issue the
401 for this one?
Thank you,
Jennifer L Robertson, President
ATLAS Environmental, Inc.
338 S. Sharon Amity Road, #411
Charlotte, NC 28211
[phone] office
[phone] mobile
www.atiasenvi.com
Offices in Asheville and Charlotte
ONMENTAL
From: Johnson, Alan <[e-mail]>
Sent: Wednesday, July 15, 2020 1:10 PM
To: Jennifer Robertson <jrobe [e-mail]>
Subject: Connor 20-0894
Stormwater shouldn't discharge out the headwall. It should discharge adjacent to the stream
and let the riparian zone do it thing
Otherwise, pretty straight forward it seems. Phase "2" will require SW as well.
DWR
Dlvislon of Water Resourte%
Alan D Johnson — Senior Environmental Specialist
1

NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

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PARCEL ID: 4617-0916-7220
CATAWBA COUNTY
DB: 3125 PG: 0584
ZONED: R-20
PARCEL ID: 4,617-091
HEDRICK BRAND
DB: 3 8 PG: 10
ZNED: R-20
I
GENERAL CONSTRUCTION NOTES:
1. APPROVAL OF THE PLAN IS NOT AN AUTHORIZATION TO GRADE
ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES
INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA
TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE
ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO
TRANSITION BACK TO EXISTING GRADE.
4. CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER OR
ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD
CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR
INSTRUCTION PRIOR TO PROCEEDING.
5. ALL EARTH FILL TO BE COMPACTED TO MINIMUM 95% OF STD.
PROCTOR MAXIMUM DRY DENSITY.
6. TOP 12" OF SUBGRADE OF BUILDING PADS AND PARKING AREAS TO
BE COMPACTED TO MINIMUM 100% OF STD. PROCTOR MAXIMUM DRY
DENSITY.
7. ALL RCP CULVERTS TO BE MINIMUM CLASS III RCP WITH TONGUE AND
GROOVE OR BELL AND SPIGOT WATERPROOF JOINTS. JOINT
MATERIAL SHALL BE BUTYL RUBBER MASTIC PER FSS-SS-S-00210.
PLEASE NOTE THAT ANY RCP CULVERTS WITH LESS THAN 3' OF
COVER SHALL BE CLASS IV RCP.
8. HDPE CULVERTS TO BE CORRUGATED, SMOOTH -WALLED IN
ACCORDANCE WITH ASSHTO M294 TYPE S.
9. SUBGRADE OF PARKING AREAS TO BE PROOF ROLLED PRIOR TO
STONE PLACEMENT.
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GRAPHIC SCALE
PARCEL ID: 4617-1026-9621
HOWARD KERMIT LEE HEIRS -
DB: 2013E PG: 0857
ZONED: R-20 ( IN FEET )
HORIZONTAL 1 inch = 40 ft.
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PROJECT #: 20-01
DATE:
5-13-20
DRAWN BY: JB
CHECKED
BY: PC
TITLE
GRADING
PLAN
SHEET NO.
C-4*2
nag