20060916 Ver 1_Stormwater Info_20070322

From: (Andrea Hayden
MITTAL
i~
'~"CUI~'U I P,(,l~
AddresslOffice: 5200 77 Center Drive, Suite 500
Charlotte, NC 28217
704-522-7275
a (~~-~~,
~Q
DATE: March 1<911?,0~ Luw~..,,._
C~.p~~ ~F,glJi~,
JOB NO.: 2so28s.ss
Phone: [phone]
RE: Vermillion Ph. 4
WE ARE SENDING YOU ®Attached ^ Under separate cover via
the following items:
^ Shop Drawings ^ Prints ®Plans
^ Copy of Letter ^ Change Order ^ Specifications
^ Samples
COPIES DATE NO. DESCRIPTION
1 copy of Vermillion PH. 4 plans
1 copy of stream crossing exhibits
THESE ARE TRANSMITTED As Checked Below:
^ For approval
^D For your use
^ As requested
^ For review and comment
^ For bids due 20
^ Prints returned after loan to us
REMARKS:
Q~c~~oe~~
~ENR - WAT~li QUALITY
~' ~?`A1fft ~RANCt(
SIGNED
DISTRIBUTION
If enclosures are not as noted, kindly notify us at once
^ Reviewed as submitted ^ Resubmit copies for approval
^ Reviewed as noted ^ Submit copies for distribution
^ Returned for corrections ^ Return corrected prints
^ ^

Project No. DWQ (to be provided by DWQf
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review: '
I. PROJECT INFORMA ION (pl ase co
Project Name : ~ ~~~tO~
Contact Person:
For projects with multiple basins, specify whi
the following information):
Phone Number:
this worksheet applies to:
Basin Bottom Elevation ~ ~~• ~ ft. (average elevation of the floor of the basin}
Permanent Pool Elevation `?2-O .S ft.
- (elevation of the orifice invert out)
Temporary Pool Elevation '73a , ~
ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area _ ~~~_ sq. ft. (water surface area at permanent pool elevation)
Drainage Area ~ .2-r1 ac. (on-site and off-site drainage to the basin)
Impervious Area a. ~_ ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume ~~ ~a~~.~ - cu. ft. (combined volume of main basin and forebay)

Temporary Pool Volume
I S a 8 CD . ~ cu. ft. _
(volume detained on top of the permanent pool)
Forebay Volume ~25~ . ~ cu. ft.
SAIDA used o~. ~D`` (surface area to drainage area ratio)
Diameter of Orifice oZ in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. II a requirement has
not been met attach an explanation of why. At a minimum, a complete Stormwater management plan submittal includes a worksheet for
each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage plan and a
fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional information
and will substantially delay final review and approval of the project
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
-A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage-is provided in the permanent pool.
Access is provided for maintenance.
A notarized site specific operation and maintenance (0&M) plan is provided..
A vegetation managemenUmowing schedule is provided in the 0&M plan.
Semi-annual inspections are specified in the 0&M plan.
A debris check is specified in the 0&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed {elevation or depth) in 0&M plan.
A responsible party is designated in the 0&M plan.

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PREPARED 8Y
VERMILLION -PHASE MAP'[ SCALE:
WUNTERSVILLE TOWNSHIP NEW VERMILLION, LLC NTS
13815 CINNABAR PLACE
b.,..~,~~•.~......~ MECKLENBURG COUNTY, NC

620077 CENTER ORNE, SUITE 500
CHMLOTTE, NC 2!2(7
PH (701 522.7275
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p13tL7E 4 STREAM CROSSING HUNTERSVILLE, NC 28078

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PREPARED BY
VERMILLION -PHASE MAP 2 ~~
NUNTERSVILLE TOWNSHIP NEW VERMILLION, LLC NTS
13815 CINNABAR PLACE
.~r..~~..,~,...><.,,~,.«~. MECKLENBURG COUNTY, NC
320077 CEN7ERORIVE,SUITE 300 HUNTERSVILLE, NC 28078
KPH Oa Ef22 )176217 PHASE 4 STREAM CROSSING ~~
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PREPAR66 BY
VERMILLION -PHASE MAP 3 ~~
HUNTERSVILLE TOWNSHIP NEW VERMILLION, LLC NTS
13815 CINNABAR PLACE
~•••~°~°•°•-•°~•~ MECKLENBURG COUNTY, NC HUNTERSVILLE, NC 28078
b200n CEN7ERpRNE.surtE 500 PHASE 4 STREAM CROSSIIrTG ~~
CHARLOTTE, NC 45277
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HUNTERSViLLE TOWNSHIP
MECKLENBURG COUNTY, NC
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NEW VERMILLION LLC NTS
13815 CINNABAR PLACE
HUNTERSV(LLE, NC 28078 ~~
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13815 CINNABAR PLACE
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