20120387 Ver 2_Stormwater Approval_20130802

Lucas, Annette
From:
John Bayer [bayerjohn @hotmail.com]
Sent:
Friday, August 02, 2013 7:12 PM
To:
Lucas, Annette
Cc:
Sonya Ward; Lindsay Veit
Subject:
RE: 12- 0387v2 526 Oakland Drive
Attachments:
Official Submittal - Bioretention Cell.pdf
Annette,
This is our official submittal for approval. Please let us know if we are approved.
Thank You,
John Bayer
From: annette.lucas @ncdenr.gov
To: gdwsonya @bellsouth.net
CC: bayerjohn @hotmail.com
Subject: RE: 12- 0387v2 526 Oakland Drive
Date: Fri, 2 Aug 2013 21:25:41 +0000
Sonya - Looks great!
John - Can you please indicate the drainage area that will be directed to the bioretention cell and send it to me in an
email that states that this is your official submittal?
Have a great weekend,
Annette
From: Sonya Ward [gdwsonya @bellsouth.net]
Sent: Friday, August 02, 2013 4:55 PM
To: Lucas, Annette
Cc: bayerjohn @hotmail.com
Subject: RE: 12- 0387v2 526 Oakland Drive
Here is another version. Let me know if this works.
Thanks,
1

From: Lucas, Annette [ mailto :annette.lucas @ncdenr.gov]
Sent: Thursday, August 01, 2013 7:29 PM
To: Sonya Ward
Subject: RE: 12- 0387v2 526 Oakland Drive
Not quite right - call me on my cell tomorrow afternoon.
From: Sonya Ward [gdwsonya @bellsouth.net]
Sent: Thursday, August 01, 2013 4:57 PM
To: Lucas, Annette
Cc: bayer ohn hotmail.com
Subject: RE: 12- 0387v2 526 Oakland Drive
I am sending both of the drawings so you have them in one email, together. Please let me know if this works ... I have
updated the information for the bio- retention cell /easement in the buffer zones so you will have that in your files as
well.
Thanks again for all of your assistance,
Sonya Ward, PLS
From: Lucas, Annette [ mailto :annettg.lucas @ncdenr.gov]
Sent: Wednesday, July 31, 2013 5:01 PM
To: Sonya Ward
Cc: bayerjohn @hotmail.com
Subject: RE: 12- 0387v2 526 Oakland Drive
Sonya,
Unfortunately it is still not quite right. If they install it as drawn, it will not retain water correctly. I recommend that we
have a brief meeting to iron it out, but we can try to go over it via phone if you wish. It is such a visual thing, it is
difficult to describe over the phone.
Thanks,
Annette
From: Sonya Ward [gdwsonya @bellsouth.net]
Sent: Wednesday, July 31, 2013 3:38 PM
To: Lucas, Annette
Cc: bayerjohn @hotmail.com
Subject: RE: 12- 0387v2 526 Oakland Drive
Annette,
2

Thank you for your assistance on this project. I am sending a revised version for you to check to see if this is easier to
follow. I have not changed or fixed any of the area calculations that pertain to this bio retention area ... I wanted to get
layout /plan approval first.
Thanks again,
From: Lucas, Annette [mailto:annette.lucas abncdenr.gov]
Sent: Tuesday, July 30, 2013 1:58 PM
To: dg wsonya @bellsouth.net
Subject: RE: 12- 0387v2 526 Oakland Drive
Sonya,
I am a dingdong with scanning so you are getting three copies of the same page. Call me at 919 - 559 -9283 to discuss.
Annette
Annette M. Lucas, PE
Environmental Engineer
NCDENR I DWQ I Wetlands and Stormwater Branch
1650 Mail Service Center, Raleigh, NC 27699 -1650 (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 9th Floor (i,ocatiorn &, Pm,ccls)
Phone: [phone] Fax: [phone] Email: r use ae l LEt -as n�c. e1�� gov
Websitei http:/ /oortal.ncdenr.or web wcl /swo /ws /401
wA Before printing this email, please consider your budget and the environment.
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.
From: Lucas, Annette
Sent: Tuesday, July 30, 2013 1:20 PM
To: 'gdwsonya @bellsouth.net'
Subject: FW: 12- 0387v2 526 Oakland Drive
FYI
From: Lucas, Annette
Sent: Tuesday, July 16, 2013 12:36 PM
To: 'John Bayer'

Cc: Lindsay Veit
Subject: RE: 12- 0387v2 526 Oakland Drive
Hi John and Lindsay,
Here is a site plan for a bioretention cell that was approved a couple of years ago, just to give you an idea about what
plans for this device typically look like.
Thanks,
Annette
From: John Bayer [mailto:[e-mail]]
Sent: Monday, July 15, 2013 10:58 PM
To: Lucas, Annette
Cc: Lindsay Veit
Subject: RE: 12- 0387v2 526 Oakland Drive
Annette,
See attached drawings and answers to questions below. I wasn's sure of my plant and tree options. I'll call
you tomorrow to discuss.
Thank you,
John Bayer
From: [e-mail]
To: bayerjohn @hotmail.com; lindsay.veit@ mail.com
CC: [e-mail]
Subject: 12- 0387v2 526 Oakland Drive
Date: Mon, 15 Jul 2013 15:28:13 +0000
Dear John and Lindsay:
I have reviewed the bioretention cell design that you provided on Friday. There is still some information that
is needed before I can review the stormwater management plan as described below.
1. Please show the following information on the lot layout sheet:
a. The proposed boundaries of the drainage easement. A minimum distance of 10 feet on all sides of the
bioretention cell is required. Please note that entire drainage easement is typically on the lot which it serves —
this makes it difficult for the bioretention cell to be built directly on the lot boundary. See attached
drawing
b. The area of the roof that will drain to the bioretention cell. See attached drawing
c. One -foot contour lines showing the grading for the lot and bioretention cell. These contour lines should show
the weir that will be used to bypass storms greater than one inch. See attached drawing
2. Please provide a specification for the bioretention cell media and the mulch that will be used. For this item
and item (3) below, you will find guidance in the BMP manual at the following link:
httpl/portql.ncdenr.org/web/"`­wq/"­ws/"­su/`­bmp-chIZZ. 88% Sand, 10% clay and 2% peat moss.
4

3. Please provide a planting plan for the tree and herbaceous plants that will be planted in the bioretention cell.
The planting plan should include the species, the size and the locations of the plants. See attached drawing.
Species and size to follow.
Feel free to contact me if you have questions. I will be in most mornings this week. I will be out on vacation
next week.
Thanks,
Annette
Annette M. Lucas, PE
Environmental Engineer
NCDENR I DWQ I Wetlands and Stormwa.ter Branch
1650 Mail Service Center, Raleigh, NC 27699 -1650 (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 911, Floor (Location &, Parcels)
Phone: [phone] Fax: [phone] Email .ttE I u� 71cde nr -oy
_ - --
Website: htti)://-oortal.nedenr.org/webLwciZ.§WpJMLsL4.Q_t
b Before printing this email, please consider your budget and the environment.
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.

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CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD BEARING
CHARD
C1
38,18
256.38
1 S,79.20'02'W
38,14
C2
66.40
89,40
I rJ62.19'20'E
1 64,88
C3
1 80,47
1 286,38
j N76.09'44'W 1
80.21
NOTES,
x FC{Qk P -NOT FOR RECORDATION, CONVEYANCES, OR SALE.
p 3 A'0 - PROPERTY SUBJECT TO ANY EASEMENTS OF RECCRD. CPal EASEMENT FROM EIM1965,PG216
NOT SHOWN. REFERENCE LETTER FROM WANDA S BONCEK OF DUKE ENERGY PROGRESS
TO LINOSAY BAYER CLAIMING NO RIGH75 TO THE PROPERTY, DATED JULY 31, 2013.
-TITLE SEARCH NOT PERFORMED BY THIS OFFICE,
AidEAS IN 7HE RIPARIAN BUFFER • - PRELIMINARY PLAT- BUILDER TO VERIFY HOUSE DIMEVSONS AND BUILDING SETBACKS.
' - 44WERTY LINE INFORMATION CAME FROM BOOK OP' MAPS 1999, PG 603 ENTITIED 'BELVW
AREA IN ZONE 1 R/5Y =RIGHT OF WAY DRIVE & OAKLAND DRIVE RIGHT -OF -WAY REVOCATION AND RECOMBINATION MAP'.
HWSE/STEPS/WALL -100 SF CA - CENTER LINE - PROPERTY ZONED R -4.
ORVE/SW(LOT) -398 SF EP - EXISTING IRON PIPE - RIPARIAN BUFFER IS 50' FROM THE TOP OF THE BANK AS DETERMINED BY S&EC.
DRW4R/W)-214 SF ( ) - FIELD MEASUREMENTS - F1.00DWAY AND 100 YR, FLOOD INFO TAKEN FROM GAS OVERLAY.
PERVIOUS CLEARING -955 SF © - SEWER MANHOLE -BASE FLOOD ELEVATION IS 214' SO RFPE IS 216'
BIORETENTION AREA -B4 SF - unLITY/LIGHT POLE /
AREA IN ZONE 2 : 207' - 2- --- - -. EXISTING CONTOUR LINES /
HausE/sTEPS/WALL -656 SF —989 PROPOSED CONTOUR LINES
DRIVE
/SW(LOT)-574 SF
ORIVE(R/W)-63 SF 157af BIORETENnON S ,�
PERVIOUS CLEARING -937 SF 10' BIOREELL (3- DEEP)
BIORETENTION AREA -571 SF CELL EASEMENT n •� / / /
------ -__-'- !C/ � ,� .I .,/• LOT 3
AREA OF O' \ / E 32,705 SF.
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IMPERVIOUS AREA CALCULATIONS (LOT): ` �INISIM z_ ~
\` � o03°ETWEEN © OAKLAND DRIVE
HOUSE/PORCHES - -2524 SO FT ' - - -- / E�i$TING
DRIVEWAY /SIDEWALK - 1074 SO F7 / Y PA z ,"pVNG 60' R/W
DECK /STEPS/RET.WALL = 198/64/34 SO FT C) \ PAVEMENT
TOTAL IMP, AREA 3894 SO. F7. OR
AREA OF DISTURBANCE(HOUSE/YARD) = 8,6 SF W
BIORETENTION AREA(EASEVENT /CELL) - 850 SF
i 27
THIS PROPERTY IS NATED S ACCORDING TO `
FLOOD INSU EFFECTIVE D
LOT 3 BLOCK Q SECTION GRADING PLAN
SUBDIVISION D.L. JORDAN ( *SEE NOTE *)
RECORDED IN BOOK OF MAPS 1999 PAGE 603 WAKE COUNTY REGISTRY SAW
2012006
SONYA A WARD , HEREBY CERTIFY "" •' ` , "� �•
ww IS CORRECT, THAT PREWITT CUSTOM HOMES
THE UE WHOLLY ON
I.OT, AND THERE ARE CITY OF RALEIGH WAKE COUNTY
1?LCROACHM l}T BUILDINGS NC
ON THE SAID LOT, AS SHOWN
ON SURVEY. 1 " =40'
WARD SURVEYING SERVICES, PLLC
DATE 08/02/13 LAND SURVEYING & PLANNING
BOOK #; APEX, N.C. (919) 367 -7858
REAR SIDE - 16
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CORNER SIDE - 20'
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LOT 2
30' UTUTY EASEMENT
(TAKEN FROM BM1665 P0216)
LOT 19
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3353 ESIA70K DRII
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-ALL CONSTRUCTION
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MAKE THE DRIVEWAY 1.65'
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OF RALEIGH AND /OR
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AND SPECIFICATIONS.
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IMPERVIOUS AREA CALCULATIONS (LOT): ` �INISIM z_ ~
\` � o03°ETWEEN © OAKLAND DRIVE
HOUSE/PORCHES - -2524 SO FT ' - - -- / E�i$TING
DRIVEWAY /SIDEWALK - 1074 SO F7 / Y PA z ,"pVNG 60' R/W
DECK /STEPS/RET.WALL = 198/64/34 SO FT C) \ PAVEMENT
TOTAL IMP, AREA 3894 SO. F7. OR
AREA OF DISTURBANCE(HOUSE/YARD) = 8,6 SF W
BIORETENTION AREA(EASEVENT /CELL) - 850 SF
i 27
THIS PROPERTY IS NATED S ACCORDING TO `
FLOOD INSU EFFECTIVE D
LOT 3 BLOCK Q SECTION GRADING PLAN
SUBDIVISION D.L. JORDAN ( *SEE NOTE *)
RECORDED IN BOOK OF MAPS 1999 PAGE 603 WAKE COUNTY REGISTRY SAW
2012006
SONYA A WARD , HEREBY CERTIFY "" •' ` , "� �•
ww IS CORRECT, THAT PREWITT CUSTOM HOMES
THE UE WHOLLY ON
I.OT, AND THERE ARE CITY OF RALEIGH WAKE COUNTY
1?LCROACHM l}T BUILDINGS NC
ON THE SAID LOT, AS SHOWN
ON SURVEY. 1 " =40'
WARD SURVEYING SERVICES, PLLC
DATE 08/02/13 LAND SURVEYING & PLANNING
BOOK #; APEX, N.C. (919) 367 -7858

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