20070502 Ver 1_Minor Variance_20070321

OFFICE USE ONLY: Date Received Request # __
State of North Carolina
Department of Environment and Natural Resources 3®~~ ~ 7
Division of Water Quality • Q 5 ~ 2
Variance Request Form -for Minor Variances
Protection and Maintenance of Riparian Areas Rules
NOTE: This form may be photocopied for use as an original.
Please identify which Riparian Area (Buffer) Protection Rule applies.
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B
.0233)
^ Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC 02B .0259)
^ Catawba River Basin: Protection and Maintenance of Existing Riparian
Buffers (15A NCAC 02B .0243}
Part 1: General Information
(Please include attachments if the room provided is insufficient.) D ~~~~~~ D
1. A licant's name the cor oration, individual, etc. who owns the property): D
pP ( p
/~~7T_f ~'~ _ _ _ __ _ _ _ _ ___ MAR _~. l: 20Q7
2. Print Owner/Signing Official (person legally responsible for the property and its corr>~1~c~V,~TER QUALITY
Name: /l/i!{-7r ~~F __.-. _ _ _.__.Y~TLAND~R~~D__STORMWATERBR/WCN
Title: ~~N~ _ _ _ __
- - _.
Street address: Zl~ S._t,uf~ _CA~4
City, State, Zip: ~ ~ L 251( _
Telephone: . _~j/ ZZS- Ivovn _ _
Fax: _ _ __ ....__w._,. _.,_~_ __--
3. Contact person who can answer questions about the proposed project:
Name: ~L1~'lr ~3,,Tt-
Telephone: `~l ~-(of33
Fax: ~~~ ~ .. ~s~-. (oZS9 ~-- _ _...... ___ ___~_ ___ ___
Email: t~{~fc71,_f~,~-,Ly,~_~ _~~i2t-~'~`tt~rCor~( _. __. _._._.
4. Project Name (Subdivision, facility, or establishment name -consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Version 2: November 2002

5. Project Location:
___ _
Street address: /ps iPvS~cniPti ~/cL5 -15~1u'~
City, State, Zip: ~a.2~ ~,~~ 2 3 _ _ ._ _ __. __ _.
County: W1kK~.. _L~~,.,~7~ _ ~ _ _. _ .
Latitude/longitude 3~°y~b''~d', __ ~ `~~ ~
6. Directions to site from nearest major intersection (Also, attach an 8'/z x 11 copy of the USGS
topographic map indicating the location of the site),:/
~RC~i ~ ~N7~iP5~C;?©n/ ~f C~,Q~4[., ~~- .RC~ ~~`! ~S~ _Ar!.t~._../V ~ ~,.
P ~.
_._ __~giv Ric,-fir s~~ro 1?~s~nMb-~ _~hc.c.S._,T~,~~,..1~~-_lti~t-~
__ __ _
__ _
7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream):
--_._~~>~~~ __C~f~cK_ 7-R~ ~~~. _ ~o~.~ . _ _ _ -_.__ -- ____ --- _~__~.
Stream classification [as identified~w~iin the Schedule of Classifications 15A NCAC 2B
.0315 (Neuse) or .0316 (Tar-Pamlico)j: L'~ NSrJ __
8. Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received: Permit Type:
,J~~} _ _ CAMA Major
CAMA Minor
401 Certification/404 Permit
On-site Wastewater Permit
NPDES Permit (including stormwater)
_. __
Non-discharge Permit
__._ __
Water Supply Watershed Variance
_ _ Others (specify)
__
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat
map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying
out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
of buffer impact in ftZ.]:
_:S/n1C~C~ ~MMtL~/ .}~4SiD_t~./t~r-..._-- Skf ~rn «.~//~?~l~-N_ /~~~=~:/"t'
~~2.l~c~l R~~~~sT .D~,a~,,e,~G-"__ __~_
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
Dyti _7~ ~ S~~ Rfq~«krccfrsc]5 rte.. ~.- ,-c.~,~. oF_...C.~P-~, ~z~f-~_~.~,4sti.
~~~ _~4- f~as~~e~~c~-e~,~..-~a~~6~r~ c.tj ..~!.I _i~4~_ r~ -F_v~~t~E~__
_ (:,~-b~JCti,, PZ(PA-2LA+~.__./MP~4-CX~ ___. __ .~._._. _ __ ..___ _....._ _ _._.___ .. _ .._.
Variance Request Form. page 2
Version 2: November 2000

Description of any best management practices to be used to control impacts associated with
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,
re-planting vegetation or enhancement of existing vegetation, etc.):
~w ~a ___~jeo nl _ x7~_ ~PO{ tali LG .1fE _ __Di~~ G~Z_a.i2.£ o~__.~~...~?[F_~[lkn1..__. ~~f~~ ~. s?'a~ a ~ M A
KAaw_6l~?-4c- ~~reP~__~,x~{ _a~ c~4KE~v ~_ ~.~>~_~,,~~_ .~ ~4_ ~~~~~. _,~~_~z ~tiN ~g~
- Q~~nrG- crr ~ ~5~l~nrti+~ _-,~ ~, _t':,-~cr__~+r ~~-~e~-fie -= z~sRZ) ~ti
Anl __fivF(U'P-l{31CN.1'RfNtE1__HCLk~R..._.,~~._~l~trie_.._~u~ .....wlc~ _,(~E_..__~4~L~ .~T__7~=__.7At Of.._TN~ ~4!N4 w9cC.
- ~t~t~Frtn~~4-<- GlzAiyi/~('- !N ~vnt(~ L +-+i~.t BF /E'~NfG~1~[-7~
Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule.
5'T•7~[f~. f~D[~i.QflJC.E..... 7~_.jl~f ~iPA-QIfAaJ.._ .Svf=!-€.~2........./~v~~5 ~~c(._ ~+rsf. i~f oHriv4,~
•ro ~ _urVtt~P>s.~e..__ 1U ~A->rf_ s~~~-~vn[A-/~G4~__~~~...~1~..1~'.ec7~_L.~iS.l.t>fnlr?A-C.~
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
A•~ c-N!~f~l"_ _ c~ TFIE__ /~•fl~A-c f N~ ___ 2c.4-rte-_ ~,ec_~.~nr R~ ___E-~cr~.5 . ~,e t vf~~ ~ ~ _l.A,~o a ry _
A~ D ~,.,~ c-rv ac ~t ~.r; o F'_ r?~£~ ... srn 4~t~.__ s ti.._.T~l~.- __,~CJuf 2f ~ .~~l~bi.,~e_ _.s £f~~-~K s
~ R[PA-2tA-~ .. ~r~c[2.__~r!~.5 7a___C~~IE. ~_._..~C,~~-h_.Bu~~At./.~' ~n!vf~v.PP;:,.~
r~c-~-_ pP_~s~nrr oN cT~{s.~ __Gax~ [_!~..__~ ~~r4..._.... __ _ _ __
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
[v/A _ _ _ __ _ __ _ _ __
Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed or
deleted without concurrence from the State, and that the easements will be recorded prior to the
sale of any lot.
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): _ _
Mailing address: _ __
__.. __-
City, State, Zip: _ ___
Telephone:
Fax: _ __....
_- _ _
Email:
Part 5: Applicant's Certification
Variance Request Form, page 3
Version 2: November 2000

I, y(,~~- ~~~ ~ _ _ (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions.
~,i /7
Signature: ~;` "~ _ ......... _ _ _
Date: , _ ~ a t~o~ _._. _._
Title, c~w.v c LZ
Variance Request Form, page 4
Version 2: November 2000

ATTACHMENT B
DEC
(8' MI
TREE
POF
TREA
TREAT
RIVER ROCK
I NF I LTRAT I
TRENCH AT
BASE OF WAL
FOOTING
POSTS ~~~~
iE
0 7 0 50 2
.~`L~ TO BE DRILLED
6" OoCe TO ALLOW FOR GROUND
WATER TO DISSIPATE INTO RIVER
ROCK
RETAINING WALL DETAIL

07.0502
ATTACHMENT C
NITROGEN CALCULATIONS FOR RETAINING WALL FOOTPRINT
Lot 1 Silver Lake, Phase I
105 Rosenberry Hills Drive, Cary, NC 27513
Type of Land Cover Area* TN Export Coeff TN Export From Use
(acres) (Ibs/acre/ r) (Ibs/ r)
Impervious Surface 0.000057 21.2 0.00121
"Area - 2" Wide by 15' Long Retaining Wall

4TTACHMENT A ®7 ` 0 5 0 2
The Rainsaver
Stores 54 Gallons. Ready for your
gardening needs, this barrel replenishes
its water supply every time it rains.
You'll capture the fresh, untreated water
otherwise lost to runoff.
Automatic Overflow. Nothing to
watch, nothing to tlip. With the addition
of hose extenders, the overflow port
located on the back of the barrel diverts
excess rain to a garden bed, lawn
percolation area, secondary barrels
arranged in series, or a distant runoff
area.
Child & Critter Proof Design. It's
all one piece, with a closed top, so you
won't need to worry about children, pets,
and wildlife getting inside. Fully
screened, it keeps out most insects and
smelly debris.
Water Conservation. Excessive
rainfall can overwhelm v-ditches, creeks
and waterways. Impervious surfaces
contribute to the problem by preventing
water from soaking into the around
naturally. Now you can collect and store
water when it is abundant, and utilize it
when it is not. By serving us 'runoff
reserviors' these barrels reduce public
water demand during dry spells.
P

Versatile, Convenient. The solid
bras; spigot is threaded so you can attach
a garden hose directly to the barrel, if
desired. Dual access points are provided
at two different heights for attaching the
spigot to either location for easy
dispensing. Includes a screened overflow
port and six foot diverter hose (which can
be extended to almost any length with
standard sump pump hose). Water simply
has to land anywhere on the recessed top
surface, and it will automatically funnel
into the barrel through the screened intake
opening. Place several units at each
downspout of your home.
Guaranteed To Last. Built with only
the best materials, It's almost a full 1/~
inch thick. Formed from ?0 pounds of
UV protected, durable plastic resin, it will
stand up to the forces of nature for years
to come. The ~-Year Guarantee reaffirms
the rainsaver rainbarrel's unmatched
lon4evity and premium quality.
Other Features and Benefits
• Expandable -units can be set up in
series by using the overtlow port (and
hose) located on the back of each
barrel -SEE INSTRUCTIONS
• Hose converter fitting and barrel plug
included. T-Connector sold separately.
• Color: EARTH TONE GREEN
• Made in The USA

Specifications
Size Dimensions ~ ?t,~' hi~Th. '_~' ~i~amet~r
Capacity
Weight in lbs.
Composition
Usage
Kev Features
Warranty
~-1 ~allun capaciq
?(}# empty
blade from chestnut green, UV protected. x/16" thick polyethelyne plastic
rain water collection -may be connected in series to expand capacity
attractive desi~?n enhances garden aesthetics: screened water intake port
5 year manufacturer's _uarantee
~s advertised on w~ww.com~ostcrs.rc~m

38' 15' 8 38' 60'
EDGE OF POND 20' SAN! TARP SEWER EASEMEN T
GRAPHIC SCALE FIELD LOCATED BY B, M, 1999. PG. 2004
KENNETH CLOSE. INC.
SILVERTON INC. \ 10-29-03
3s0 PARCEL 'K' OPEN SPACE
D. B. 7711. PG. 419 ` E
R - 30 P, U. D. rL~ ~~ -
PIN 0755.04-80-0912
20 ' DRAINAGE EASEMENT FES E
B. M, l 999. PG. 2004 ~ ~
42' RCP ~ ~ ~ : d"6, ~~
I EL D LOCATED BY ~ / ~ ~ E p ZONE I
I~~INETHO 29 eE3 INC. / 32.1 _~~ ~~ s RIPARIAN BUFFER
~ ~ / „~ ~ 1 2 " WOOD ~ ~ ZONE 2
~- ~ , ~~ / ' RETAINING ~ ~ RIPARIAN BUFFER
,3 WALL FOOTPRII~ ~ 350 SILVERTON INC.
/ "~ - PARCEL 'K' OPEN SPACE
/ R I VERROCK ~
~ O NB_ ~ ~ / D. B. 7711. PG. 419
S / `' / TRF I L T ION ' ~ R-30 P. U.D.
/ ~., ° - -- ELEVATE `PIN 0755. e4-BO-e912
~ " ~~~~ DECK x 1 '
~ ~ ~~
\ ~ ~ /~
Z '~
~_ \
~ 57
3
` ~
Na ~ o
a
LEGEND a ~ ~~
<~~'~~~~~ ~ ~ BUFFER ZONE 2 ~
I ~' ~~~1/,~~fJ~ PROHIBITED \ ` ,
--= ROOF GUTTER FLOW DIRECTION
(R/Wl RIGHT OF WAY Z~
(~) CENTERLINE OF RIGHT OF WA Y
(FES 1 FLARED END SECTION s?
(RCPT REINFORCED CONCRETE PIPE ~
50
'~ ~; LOT 1
,~
Qo 238 ACRES
~"
~ FLOW FROM ROOF TO BE
CONVEYED OUTSIDE OF
BUFFER TD RAIN BARREL 3se
f SEE ATTACHMENT A J
LOT 2 ----
3se
BUILDING FOOTPRINT
i -A

D
2
~Q
2N
as
v
U~
2P
i~
~m
~o
~~
ELEVATED DECK MUST BE A MI NI MUM OF
8' ABOVE FINISHED GRADE
PROPOSED BUFFER IMPACT
VARIANCE AREA
HOUSE 418 S. F.
RETAINING WALL 2.5 S. F.
TOTAL VARIANCE AREA 420.5 S. F
S TORMWA TER DISCHARGE DETAIL S
A 1 D 1 SCHARGE FROM THE PROPOSED RES 1 DENCE ' S ROOF WILL BE COLLECTED B Y ROOF GUTTERS. CONVEYED
TO A POI N T OUTSIDE OF ZONE 2. AND WILL BE DIRECTED TO A RA I NARRREL ! 'THE RA I NSAVER " OR
EOU I VAL EN T 1 EOU I PPED W I TH AN OVERFLOW HOSE DIRECTED TO A FL A T FLOWER BED OR GARDEN AREA
l B 1 DISCHARGE FROM THE RETAINING WALL F00 TPR I N T (2.5 S. F. J WOULD NOT CONCENTRATE FLOW AND
DOES NOT VIOLATE NI TROGEN STANDARDS - SEE A T TACHMEN T C FOR N I TROGEN CAL CUL A T 1 ONS
RIPARIAN BUFFER MITIGATION PA YMEN T DETAIL S
f A) PAYMENT 1 N THE AMOUNT OF X605.52 SHALL BE MADE TO THE R 1 PAR I AN BUFFER MITIGATION FUND FOR
COMPENSATORY MITIGATION PURPOSES BEFORE ANY DEGRADA T 1 ON TO THE PROTECTED R 1 PAR 1 AN BUFFER
I S MADE f 420.5 SF OF ZONE 2 1 MPAC T r 1.5 - 630. 75 SF OF ZONE 2 1 MPAC T ~ ~0. 96/SF I
VICINITY MAP RIPARIAN BUFFER VARIANCE
S E~gNS R pA0
Oq f`F QP~~~P~
~F`°~N REQUEST DRAWING
tiyr GP~'~ I T HUFF RESIDENCE
s4 ~.~
~tigoF< ~ y~~o 0 105 ROSENBERRY HILLS DR I VE
/~I<<,9o CAR Y, WAKE COUNTY. NC
qo
NOT TO SCALE DA TE ~ 03 - 21 - ~'7 SCAL E ~ 1 " = 3~"
07.0502