20140083 Ver 1_More Info Received_20140213

Burdette, Jennifer a
From: Henry King Uhking13 @gmail.com]
Sent: Thursday, February 13, 2014 5:40 PM
To: Burdette, Jennifer a
Subject: Re: 7701 Greentree Ct Variance
Attachments: 001.jpg; 002.jpg; buffer redo.docx; jeffrestredo.docx
Jennifer,
Here are the docs with corrections. Let me know if this
works?
Thanks,
Henry King
On Thu, Feb 13, 2014 at 2:41 PM, Burdette, Jennifer a <Jennifer.Burdette2ncdenr.gov> wrote:
Jeff & Henry,
I've reviewed the application that you submitted for the subject project. There are a few corrections that are
required immediately. I apologize for the short notice.
Due to the small amount of Zone 1 impact, we determined diffusing the flow from the two downspouts on the
west side of the home would be sufficient to protect water quality. Stormwater treatment by the infiltration
trench is not necessary and would increase the buffer impact from the project. An outlet dissipator pad would
be sufficient.
The WQC will accept draft copies of the site plan and restrictive covenant. So, in the interest of meeting the
deadline to submit material for the March meeting, please revise the site plan (by hand is acceptable) to
remove all references to the infiltration trench and draw in a dissipator pad at the outlet of the gutter
discharge outside Zone 2 of the buffer. No part of the outlet dissipator pad should cross into the buffer.
Please also revise the restrictive covenant to change infiltration trench to outlet dissipator pad. After item #2
add the following items.
1. A portion of this lot (as depicted or described on the attached Map) has been determined to meet the
requirements for designation as a stream and protected stream buffer. Any subsequent fill or alteration of this area
shall conform to the requirements of the state rules adopted by the State of North Carolina in force at the time of the

proposed alteration. The intent of this provision is to prevent additional stream or buffer filling, draining, creation of
concentrated stormwater flow, or impacts to riparian buffer(s) (streamside) vegetation, so the property owner should
not assume that a future application for filling, draining or riparian vegetation removal would be approved. The
property owner shall report the name of the subdivision, copy of the variance and this covenant in any application
pertaining to said rules.
2. The stream and protected Neuse River Riparian Buffer exists on the property. Two downspouts on the west side of
the house have been routed to an outlet dissipator pad outside the buffer and stream side plantings have been provided
on the property to ensure diffuse flow is maintained from the downspouts and restoration of the buffer adjacent to the
stream channel. These matters should remain in place, be utilized and maintained on a regular basis. The Division of
Water Resources is to be notified in writing of any proposal to remove or modify the above stormwater control
measures or buffer restoration area. This written notification is to be mailed to Division of Water Resources, 401 &
Buffer Permitting Unit, 1650 Mail Service Center, Raleigh, NC 27699 -1650.
3. This covenant is intended to ensure continued compliance with all rules adopted by the State of North Carolina and
therefore the State of North Carolina may enforce benefits.
4. This covenant is to run with the land and shall be binding on all Parties and all persons claiming under them.
Please contact me at 919 - 977 -3538 at your earliest convenience to discuss this addition information required
for your application.
Thanks,
Jennifer
Jennifer A. Burdette
401 /Buffer Coordinator
401 & Buffer Permitting Unit
Wetlands Branch
NCDENR - Division of Water Resources - Water Quality Programs
1650 Mail Service Center
Raleigh, NC 27699 -1650
(919) 807 -6364 phone
(919) 807 -6494 fax
*Email 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.*

NORTH CAROLINA
RESTRICTIVE COVENANT
WAKE COUNTY
THIS RESTRICTIVE COVENANT made this day of January, 2014 by Jeffrey Gunter who affirms as
follows:
1. Jeffrey Gunter is the owner of the house and Lot 12 Six Forks North Subdivision, as shown on
Book of Maps 1977, Page 913, Wake County Registry. This property has an address of 7701
Greentree Court, Raleigh, NC 27615.
2. A portion of this lot (as depicted or described on the attached Map) has been determined to
meet the requirements for designation as a stream and protected stream buffer. Any
subsequent fill or alteration of this area shall conform to the requirement of the state rules
adopted by the State of N.C. in force at the time of the proposed alteration. The intent of this
provision is to prevent additional stream or buffer filling, draining, creation of concentrated
storm water flow, or impacts to riparian buffer (s) (streamside) vegetation, so the property
owner should not assume that a future application for filling, draining or riparian vegetation
removal would be approved. The property owner shall report the name of the subdivision, copy
of the variance and this covenant in any application pertaining to said rules.
3. The stream and protected Neuse River Riparian Buffer exists on the property. Two downspouts
on the west side of the house have been routed to an outlet dissipater pad outside the buffer
and steam side plantings have been provided on the property to ensure diffused flow is
maintained from the downspouts and restoration of the buffer adjacent to the stream channel.
These matters should remain in place, be utilized and maintained on a regular basis. The
Division of Water Resources is to be notified in writing of any proposal to remove or modify the
above storm water control measures or buffer restoration area. This written notification is to
be mailed to Division of Water Resources, 401 & Buffer permitting unit, 1650 Mail Service
Center, Raleigh, NC 27699 -1650.
4. To be constructed is an outlet dissipater pad. This outlet dissipater will be 2' long, 3' wide and
6" deep. It will be filled with number 57 gravel stone.
5. Leading from each of the two gutter downspouts at the rear of the dwelling will be 6" piping
going from the bottom of each downspout to the outlet dissipater pad.

6. Maintenance of this drainage system is to be checked regularly to ensure that drainage of water
from the back of the residential dwelling flows through the downspouts, through the 6" piping,
to the outlet dissipater pad. The buffer restoration area must also be maintained on a regular
basis. The outlet dissipater pad should be checked regularly to make sure it is operating
properly. The buffer restoration area must be maintained and kept in accordance with the
regulations of the State of N.C.
7. This Covenant that the infiltration trench continue to exist, to be a collection facility for water
from the two downspouts, and to be checked at least monthly and properly maintained, will
stay on the property for so long as the present dwelling is on the property. The outlet dissipater
pad and the buffer restoration area will also be maintained in good condition, and checked
regularly to make sure everything is in proper order. It will be binding upon the heirs,
successors and assigns of Jeffrey Gunter.
8. This covenant is intended to ensure continued compliance with all rules adopted by the State of
N.C. and therefore, the State of N.C. may enforce benefits.
9. This covenant is to run with the land and shall be binding on all Parties and all persons claiming
under them.

IN WITNESS WHEREOF Jeffrey Gunter has hereunto set his hand and seal the day and year set out
above.
(SEAL)
Jeffrey Gunter
State of North Carolina
County of Wake
I, a Notary Public for the County and State aforesaid, certify that
personally appeared before me this day and acknowledged the execution of the foregoing instrument.
Witness my hand and official stamp or seal, this the _day of January, 2014.
Notary Public
My Commission Expires:

Buffer Restoration Area — 141 sq. ft. Impacted
141/43560 =.0032
.0032 x 320 Stem /ac = 1,024 Stems
Plant 2 Trees— Willow Oak -3 Gallon Container -3 Feet High
Shrubs:
Under Deck Plant 6 Yaupon Hollies — 3 Gallon Container— 18 Inches High —4 Feet on Center
Outlet Dissipater Pad:
Infiltrate Roof Area of House
Size Infiltration Basin Large Enough To Capture 530 S.F. Of House
530/12 = 44.16 C.F.
Pad Stone to Be #57 Stone
Therefore Total Volume of Trench to Be:
44.16 C.F. X.50 = 88.4 C.F.
Provide pad 6 Inches Deep — 2 Feet Wide — 3 Feet Long or the Equivalent Combination
Install 6 Inch Solid Piping from Affected Gutters (2) to Trench

SHEET 1 SURVEY FOR
1- 0 . NWA
E *M= M 1111 M 111][111101 .
]NEAR-0
E P EXISTING IRON PIPE
EfJK rXISTING PK NAIL
NIP NEW IRON PIPE SET
R/W RIGHT OF WAY
CATV CABLE TV 00X
ED - C ECTRIC BOX
TEL - TELEPHONE PEDESTAL
PIP POWER POLE
OHL OVIERHEAD LINE
LP LIGHT POLE
WM WATER METER
WV WATER VALVE
CO SEWER CLEAN-OUT
VICINITY MAP
NOT TO SCALE
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ADM ITaN
ZO NE 2 MRS
(20) ZONE ZONE
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AREA Or SUNROOM ANE)
DECK ADDITIONS LNCROACMINGI/
INTO MEUSE BUFFER ZONE I LESS
AREA Of ORIG ONAL OEOK — 250 S
SEAL
35
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UP L PPY
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cy 34 17,465 sq.ft-
0.401 AC
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SAMiTARY --EWM'-
CASEMENT
0,K 1977, PC. 913
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PROEPNECRRlOy A 1CjHNME
ENT
QFcK IX WCST OF
*SCI DET ML, R -AR I
ORA45ANIL NAGEL
EASEMENT ASEMENT
PER O.K 1977. P '11:9. ^ "' -+..J B-16C 1977. 1 PUF AND MIRA
PLANIINGS FOP
SUfFER REVONA-TI
(SEE SHEET EIP
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AM_
RE NO
lip l.. C14 D4 ON, 1978. PC- 277 CURVE TA13LIE
aa
CAWTHORNE, MOSS
& PANCIERA, P.C.
Plrofesmional Land Surveyors
C-1525
333 S. White 'Street
Post Office Box 1253
Wake 17 Crest, N.C. 27588
(91 9)556—`51 48
I DECLARE THAT THIS SI)RW'X COMPLIES WITH IHP NORIVI
CAROLINA STANDARDS Or PRACTICE rOR SuRvCYING,
(SECTION 1600) r-OR CLASS A SL)RVF.YS ANO THAT THE
CALCULATED RATIO OF PkEcistcim DECORE ADJUSTMENTS
IS 1 :10,0004°. FURTHERMORE, PROPERTY CORNERS SHOWN
ARE PRIMARY CONTROL, MONIUMENTAIION FOR THE RE-
ESTAOLJ51XN�CNTS ' OF PROPERTY CORNERS IN JHL A85ENGE
OF GRILL AND OTI-WR SD11DIMSION PROPEATY
Ci SURVEY IS INOT TO HE RECORDED %MITI--
01 N-AUTHORIZAgrON 01- IIIC SURVEYOR-

SHEET 2 SURVEY FOR
KA21=4
ly,
m
DRAINAGE /MuFFER RESTORATION AREA CALCULATIONS
EASLIVIEN T 141��43560
1414 PER MW 1971, PQ� 913 X0 '2m 3ZO SIEM/AC - 1,024 STEMS
PLAM' 2 TREES - X HIGH VAL11-OW OAKS IN
3 GALLON CONTAINERS
UNDER DECK, PLANT 6 18- HrAi YAUPON
HOLLIF-S IN 3 GALLON CONTAINERS AT •'
ON CENTER.
CA& III%
CV jp
=L 'Fie
*115'-1
I OECLARr THAT 'Pill S P
.SURVEY COMPLIES MT" THE NORTil
lAROIJNA STANDARDS OF PRACTICr FOR SURVCYING
(SECTION 1600) FOR CLASS A SURVEYS AND THAT THE
CALCULAIFID RATIO OF PRECISION ElErORL ADJUSTMENTS
IS 1: 10,000+ FURIHERMORE.PROPCIRTY CORNERS SHOWN
- i
ARE PRItAARY CONTROL MON MFNFAIION FOR IHF. RE-
F-STAMfSt IME T OF PROPERTY CORNERS IN TIHE ABSENCE
j
OF ;p W MO MENTS ANO OTHER 'SAJBDiVlS;0N PROPERTY
I
E N TON Or THE SURVE-YOR-
RNERS, I SURVEY 1;�� 1 10 BE RECORDED WITH-
0 THE 1 0-"