20140770 Ver 1_Emails_20140923

Strickland, Bev
From: Devane, Boyd
Sent: Friday, March 27, 2015 11:09 AM
To: Strickland, Bev
Subject: Please file this one, thanks
Attachments: King ECP-Driveway Permit Detail sheet 2.pdf, King ECP-Driveway Permit.pdf, King
ECP-401 404 Permit revised 9 13 14.pdf, King ECP-Stormwater Detail revised 9 13
14.pdf
Please file this email and attachments in the Beaverdam Rd project 14-0770
From: Wanda Austin [mai Ito: wa ndajoycea usti n(d)a ma il.com]
Sent: Tuesday, September 23, 2014 9:47 PM
To: Devane, Boyd
Subject: Re: Can you send me an electronic version?
Good evening. I have attached the revised sheets. Let me know if you need any additional information.
Wanda Austin
On Tue, Sep 23, 2014 at 2:38 PM, Devane, Boyd <boyd.devanegncdenr.gov> wrote:
From: Wanda Austin [mai Ito: wa ndajoycea usti n(d)a ma il.com]
Sent: Saturday, August 23, 2014 9:12 AM
To: Devane, Boyd; Adam King
Subject: Storm Water
Good morning. I have addressed the concerns that we discussed yesterday for the Beaverdam Road
project. The pdf version of the storm water 41 and permit drawing 41 are attached. The entire drainage area for
the phase I can be best viewed from the permit drawing. Phase I includes the buildings shown. The
supplemental flow directional arrows have been added along with more detail on the detention outlet pipe and
the by pass flow channel. Thank you for your review and let me know if you have any other questions.
Wanda Austin

NOTE: STOCKPILE LOCATIONS AND BUILDING DEMOLITIONS SHOULD
ADHERE TO CURRENT NPDES REQUIREMENTS.
8.0
41
a,1 1.0
SPECIAL SEDIMENT DITCH
LEGEND
SEWER MANH❑I_C OO
SEWER CLEAN OUT
DRAINAGE AREA
SILT FENCE
NEW CONTOURS
EXISTING CONTOUR
EXISTING SEEDED
AREA
FLOW DIRECTI ❑N
C❑NSTRUCTI ❑N
ENTRANCE
CONTROL OF
ACCESS LINE
INLET
PR❑TECTI ❑N
TEMPORARY DIVERSI ❑N
DROP INLET PR❑TECTI ❑N
WATTLE
0 20 40 60 80 100
2800
e
1
PERMIT 1
9 -13 -14 Add 1'
contours
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WATERSHED:
FRENCH BROAD
SCALE:
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DB 471 PG 2451
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PRINT PAVEMENT IIRRKI
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TOP sIw FUTURE DEVELOPMENT `
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KELLY INVESTMEN
PROPERTIES
DB 631 PG 354
KELLY IMVMS
PROPERTIES
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6 -7 -14 MODIFY
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EAVERDAM
WATERSHED:
FRENCH BROAD
SCALE:
1 " =30' INSET
1" =100' OVERVIEW

�PREIPO� 10'
UT
\ � EASEMENT
P OPO D \
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MANUEACT RING
R26 / \
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A ING PACES
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ROADWAY SCHEDULE
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GRASS LINED DITCH
ROADWAY TYPICAL
DRIVEWAY AND INTERIOR ROADS
PROPOSED W W W W
10,000 SF WWWWWWW W / \
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TOP SIGN FUTURE DEVELOPMENT
PHASE 2
PAVED PARKING OT
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INCLUDING 1 HA DIC
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STOP SIGN —
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ROAD WITH 30,
RIGHT OF WA
6 �0 _
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_ / AINT PAVEM NT MARKINGS
701-48' M LVER� F � L /
/
2644 �—
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2648
6
/ 6�
84° 45
25 CREEK BUFF
AINT PAVEMENT MARKINGS
REMOVE ALL TREES
ALONG EXISTING DRIVE
e /
REMOVE EXISTING DRIVEWAY
e / /
2656
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\ 2672
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PAVE OADING AREA
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PAINT PAVEMENT MARKING
\
PROPOSED
10,000 SE
MANUFACTURING
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UT TO BEAVERDAM CREED
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0 20 40 60 80 100
SCALE:
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MARCH 23, 2014
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COUNTY: HAYW❑ ❑D
❑WNSHIP:
EAVERDAM
WATERSHED:
FRENCH BROAD
SCALE:
1 " =30' INSET
1" =100' OVERVIEW

GENERAL NOTES:
1, Utility services exist on site, The location of all surface and underground
utilities, right -of -ways, easements, etc,, shall be verified by the contractor,
The contractor shall be responsible for protecting all utilities from damage
during construction and to repair any damage which should occur to the
satisfaction of the owner and utility companies, Commencement of landscape
installation indicates acknowledgment of and acceptance by the contractor
of existing conditions,
2. Actual as -built and /or existing site conditions may vary from this plan,
3. Stormwater basin, level spreader and vegetated filter strip shall be included
in a recorded permanent drainage easement,
4. Protect existing grass areas, trees and other vegetation to remain,
5. Damage by contractor to undisturbed areas outside the limits of
construction shall be repaired by contractor to the satisfaction of the
owner,
6. Final acceptance: The owner's representative will provide the final
inspection after the contractor has satisfactory corrected the
deficiencies on the punch list should the inspection find work incomplete, the
contract shall remedy the deficiencies,
7. Remove erosion control items once vegetation is established,
8. Amend soil in vegetated filter strip according to table below,
9. Cover vegetated filter strip with 6 inches of top soil and sod with Blue
Grass or Tall Fescue,
10, Provide a sediment depth indicator in the dry detention basin,
11. Use 3000 psi concrete to construct the level spreader,
12. Verify 0% grade along the level spreader,
13. Caution should be taken to not damage level spreader when backfilling,
14. Construct overflow weir of Class B rip rap,
Start -up Fertilizer Application to the Engineered Filter
Strip Topsoil
(from NCSU Cooperative Extension Service 2008)
If Obtaining a Soil Test
Send approximately 1 cup of the air -dried soil
sample to the NCDA & CS Agronomic
Division Soil Testing Services, 1040 Mail
Service Center, Raleigh NC 27607, Boxes and
forms can be obtained at your county
Cooperative Extension center or at the
Agronomic Division office in Raleigh. Allow
several weeks for the results to be returned.
Apply the amount of lime and fertilizer
recommended for your soil by the soil testing
laboratory. For additional information about
interpreting a soil test, visit this Web site:
http:// www .ncagr.com /agronoml /uyrst.htm
If No Soil Test is Obtained
Apply the following for grasses other than
centipedel
•75 lbs of ground limestone per 1,000 sq ft,
•A starter type fertilizer (one that is high in
phosphorus) based on the type of grass and
the planting method, Fertilizer bags have a
three - number system indicating the primary
nutrients, such as 8 -8 -8 or 5- 10 -10, These
numbers denote the N -P -K ratio —the
percentage of each nutrient in a fertilizer, The
percentages are noted in the following order:
N Nitrogen for green color and growth,
P2 05 Phosphorus for good rooting,
K20 Potassium to enhance pest and
environmental stress tolerance.
Common examples of starter fertilizers required
for a 1,000 sq ft area include 40 lbs of 5- 10 -10, 20
lbs of 10- 20 -20, or 16 lbs of 18 -24 -6. For sandy
soils, typical to the Coastal Plain and SandhiRs,
fertilizer rates should be increased by 20 percent,
Note: For centipede grass, apply % lb of nitrogen per
1,000 square feet. Too much fertilizer
will kill centipede,
ELEV 2641 --�
BOTTOM ELEV 2637
SHWT ELEV 2630
30
FREEB ❑AD
rN
BASIN CROSS SECTI ❑N
/tT[1P,MWAT ER �
48" BARREL /\
T 1° IFI�/E AN /
R GUARD
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/ EXIS G
C❑NSTRUCTI ❑N SCHEDULE:
1, Stake limits of storm water basin,
2, Install temporary silt fence around the limits of the basin,
3, Install wattles at silt fence drainage outlets,
4, Grade basin to dimensions provided,
5. Construct outlet device,
6, Construct vegetative filter strip to grade indicated,
7, Construct level spreader,
8. Seed areas according to schedule,
9, Water Vegetated Filter Strip frequently for the first three weeks of sod
installation so that first 1,5 inches of soil is kept moist,
10. Once area is established, remove temporary silt fence,
MAINTENANCE SCHEDULE:
1, Inspect dry detention basin quarterly and within 24 hours after a storm
event greater than 1,0 inch,
2, Remove sediment, trash, debris and repair bare spots according to the
Operation and Maintenance Agreement,
3, Maintain a grass height of 3 to 6 inches in the filter strip,
LEVEE SPREADER
30-
6,6 ELEV 2643
— � 2
1 3�
VEGETATED FILTER STRIP
1 20 40 61 :1 100
STAGE STORAGE VOLUME CALCULATION TABLE
ELEVATION
SURFACE AREA
(SF)
INCREMENTAL
VOLUME (CF)
CUMULATIVE
VOLUME (CF)
LESS THAN 2637
OPERATING VOLUME
0
0
2637
960
0
0
2638
1920
1440
1440
2639
2880
2400
3840
2640
3,840
3360
7,200
2641
4,800
4320
11,520
OVER 2641
FREEBOARD
0
11,520
PP ❑PILE VIEW
CROSS SECTI ❑N
❑VERDE ❑W SEDIMENT DAM
L
ST❑RMWATER 1
8 -22 -14
MODIFY DETAIL
Elevations
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SEAL
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JUNE 26 2014
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COUNTY: HAYW❑ ❑D
TOWNSHIP:
BEAVERDAM
WATERSHED:
FRENCH BROAD
SCALE:
1" = 20'