20140770 Ver 1_More Info Received_20150501

Strickland, Bev
From: Wanda Austin <wandajoyceaustin @gmail.com>
Sent: Thursday, April 30, 2015 10:02 PM
To: Strickland, Bev
Subject: Fwd: Response letter
Attachments: April 21 Response to 401.pdf, ATT00001.htm; King _ECP- 401_404_Permit_Revised_4 18
15 Complete Plan.pdf, ATT00002.htm
Wanda Austin
Sent from my iPhone
Begin forwarded message:
From: Wanda Austin <wandajoyceaustinggmail.com>
Date: April 22, 2015 at 10:48:20 PM EDT
To: Adam King <bradleycycle gyahoo.com>
Subject: Response letter
Here is the response letter and plan set to DENR for your review and submital to Boyd. I will
mail the hard copies on Friday unless you tell me otherwise. I want to ensure they receive the
response by May 1.

Strickland, Bev
From: Wanda Austin <wandajoyceaustin @gmail.com>
Sent: Thursday, April 30, 2015 10:06 PM
To: Strickland, Bev
Subject: Re: DWR# 14 -0770 Beaverdam Road Project
I emailed the plans under a seperate email. I spoke with Boyd on Tuesday and expressed to him the hatch that was
requested to delineate the drainage areas did make it more difficult to see the underlying plan. If you need me to
remove the hatch please don't hesitate to request. Thank you.
Wanda Austin
Sent from my iPhone
On Apr 30, 2015, at 10:56 AM, Strickland, Bev <bev.strickland @ncdenr.gov> wrote:
Ms. Austin,
Could you please send me a pdf copy of the site plans you mailed to us on 4 -21 -2015?
Thanks
Bev
Bevedy Storli llldarm , Laser li lmy rniirmli torvtc°)r
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: [e-mail]
1

DocuSign Envelope ID: 9A6E42A4- 9554- 4FA8- BC66- 3EEOF4A74FFA
N❑TEs STOCKPILE L❑CATI ❑NS AND BUILDING DEM❑LITI ❑NS SHOULD
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DocuSign Envelope ID: 9A6E42A4- 9554- 4FA8- BC66- 3EEOF4A74FFA
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INVERT ELEV
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EXISTING CONTOUR
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N❑TEs STOCKPILE L❑CATI ❑NS AND BUILDING DEM❑LITI ❑NS SHOULD
ADHERE TO CURRENT NPDES REQUIREMENTS,
KELLY INVESTMENT
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TOWNSHIP:
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WATERSHED:
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SCALE:
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DocuSign Envelope ID: 9A6E42A4- 9554- 4FA8- BC66- 3EEOF4A74FFA
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PR ❑POSET' .1
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CONSTRUCTION SCHEDULE
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1. Obtain Erosion Control Permit and other applicable permits prior to the start of grading.
2. Install rain gauge in an accessible area. Dedicate a log book to record rain events and weekly inspections.
3. Maintain the temporary gravel construction entrance from phase I.
4. Install silt fence around permanent drainage easement.
5. Layout the areas for the construction of the swales.
6. Construct the swales to the appropriate dimensions.
7. Establish temporary cover according to stabilization table schedule and the seeding schedule on
stormwater sheet 2.
8. Seed, fertilize and mulch all exposed areas using the seeding schedule included on stormwater sheet 2,
adjusting to the schedule for the season. All disturbed areas should be treated with ground cover within 7
to 14 calendar days of completion of grading activities according to the stabilization table on sheet 2.
9. Construct storm water basins and outlet structures.
10. Seed and fertilize areas.
11. Once vegetation has been established, remove all temporary erosion control devices.
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Stabilization Reauirements:
IMPERVI ❑US AREA
L❑CATI ❑N
AREA (SFT)
TOTAL AREA
1,166,536,8
❑N -SITE
BUILDINGS
25,000
3,20
PARKING
18,287
#2
❑N -SITE
STREETS
19,535
FUTURE STREET
33,105
0,50
95,927
8%
FUTURE AREA ACCOUNTED FOR IN VOLUME CALCULATIONS
DRAINAGE AREA CALCULATI ❑NS
DRAINAGE AREA
NUMBER
TOTAL AREA,
ACRES
IMPERVI ❑US
AREA, ACRES
RUNOFF
VOLUME, CF
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Stabilization for this project shall comply with the time frame guidelines as specified by the NCG- 010000 general construction
permit effective August 3, 2011 issued by the North Carolina Department of Environment and Natural Resources Division of Water
Quality. Temporary or permanent ground cover stabilization shall occur within 7 calendar days from the last land - disturbing
activity, with the following exceptions in which temporary or permanent ground cover shall be provided in 14 calendar days from
the last land - disturbing activity:
• Slopes between 2:1 and 3:1, with a slope length of 10 ft. or less
• Slopes 3:1 or flatter, with a slope of length of 50 ft. or less
• Slopes 4:1 or flatter
SEEDING AND MULCHING:
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone, shall be as stated below. During
periods of overlapping dates, the kind of seed to be used shall be determined. All rates are in pounds per acre.
August 1- June 1 May 1- September 1
100# Tall Fescue 100# Tall Fescue
15# Kentucky Bluegrass 15# Kentucky Bluegrass
30# Hard Fescue 30# Hard Fescue
25# Rye Grain 10# German or Browntop Millet
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
Approved Tall Fescue Cultivars
2nd Millennium; Duster; Magellan; Rendition; Avenger; Endeavor; Masterpiece; Scorpion; Barlexas; Escalade; Matador; Shelby;
Barlexas II; Falcon II, III, IV & V; Matador GT; Signia Barrera; Fidelity; Millennium; Silverstar; Barrington; Finesse II; Montauk;
Southern Choice II; Biltmore; Firebird; Mustang 3; Stetson; Bingo; Focus; Olympic Gold; Tarheel; Bravo; Grande II; Padre; Titan
Ltd; Cayenne; Greenkeeper; Paraiso; Titanium; Chapel Hill; Greystone; Picasso; Tomahawk; Chesapeake; Inferno; Piedmont; Tacer;
Constitution; Justice; Pure Gold; Trooper; Chipper; Jaguar 3; Prospect; Turbo Coronado; Kalahari; Quest; Ultimate; Coyote;
Kentucky 31; Rebel Exeda; Watchdog; Davinci; Kitty Hawk; Rebel Sentry; Wolfpack; Dynasty; Kitty Hawk 2000; Regiment II;
Dominion; Lexington; Rembrandt
Approved Kentucky Bluegrass Cultivars:
Alpine; Bariris; Envicta; Rugby; Apollo; Bedazzled; Impact; Rugby II; Arcadia; Bordeaux; Kenblue; Showcase; Arrow;
Champagne; Midnight; Sonoma; Award; Chicago II; Midnight II
Approved Hard Fescue Cultivars:
Chariot; Nordic; Rhino; Warwick; Firefly; Oxford; Scaldis II; Heron; Reliant II; Spartan II; Minotaur; Reliant IV; Stonehenge
Fertilizer shall be 10 -20 -20 analysis. A different analysis of fertilizer may be used provided the 1 -2 -2 ratio is maintained and the
rate of application adjusted to provide the same amount of plant food as a 10 -20 -20 analysis and as directed.
TEMPORARY SEEDING:
Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied at the rate of 400 pounds and seeded at the
rate of 50 pounds per acre. German Millet, or Browntop Millet shall be used in summer months and rye grain during the remainder
of the year. The Engineer will determine the exact dates for using each kind of seed.
FERTILIZER TOPDRESSING:
Fertilizer used for topdressing shall be 16 -8 -8 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of
fertilizer may be used provided the 2 -1 -1 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as 16 -8 -8 analysis and as directed.
SUPPLEMENTAL SEEDING:
The kinds of seed and proportions shall be the same as specified for Seeding and Mulching, and the rate of application may vary
from 25# to 75# per acre. The actual rate per acre will be determined prior to the time of topdressing and the Contractor will be
notified in writing of the rate per acre, total quantity needed, and areas on which to apply the supplemental seed. Minimum tillage
equipment, consisting of a sod seeder shall be used for incorporating seed into the soil as to prevent disturbance of existing
vegetation. A clodbuster (ball and chain) may be used where degree of slope prevents the use of a sod seeder.
MOWING:
The minimum mowing height on this project shall be six inches. I
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Q
COUNTY: HAYW❑ ❑D
TOWNSHIP:
BEAVERDAM
WATERSHED:
FRENCH BROAD
SCALE:
INSET 1 " =20'