20110669 Ver 1_Minor Variance_20110715

' 201 10669
Jason Birch PARAG*N LANDSCAPE MGMT P 104 239 6662
f 704 392 4098
5322 Rozzelles Ferry Road
Charlotte, NC 28214
i'[e-mail]
www.paragoniandscapemgmt.com
Variance Request Form
Catawba River Basin: Nutrient Sensitive Waters Management Strategy Protection
and Maintenance of Riparian Areas Rule (15A NCAC 02B.0243)
NOTE This form may be photocopied for use as an original.
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
1. Applicant's name (the corporation, individual, etc. who owns the property):
3-.Ww C0%5105
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name: -rOtWN CousiNS
Title: owref-
Street address: I oil Waom 0" M-City, State, Zip: Moo¢aviu.-z INC-, 2gl11
ur,Telephone: i( W 'Ps - Mf f`?? vM
l EAAIL: -TX couslNS 0 4-/•C?
3. Contact person who can answer questions about the proposed project:
Name: ' ASotJ S i 9414 ?NRJU-L W ? A ? 2011
21t ?e
Telephone: 67oa) 23i - roG4 Z We
A &ana
Fax:
Email: ?6it¢GN P/hOAba?IAwOSlAPFMvi?t'r (0 AA
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
SN?viaisio?
5. Project Location: 'fW F6101'
Street address: I OL( V1060 S V6.9- G+
City, State, Zip: JXao¢aV;"c , N c- 2811'1
County: sQevEu.
Latitude/longitude: tor- 3S.S2?f 1044 = 80.945 °
Directions to site from nearest major intersection (Attach an 8 '/2 x 11 copy of the USGS
topographic map indicating the location of the site).
Version 2: March 2009
7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream):
UT- - 1ar.497 NocAAnJ
8. Which of the following permits/approvals will be required or have been received already for this
project?
Required: Received: Date received: Permit Type:
401 Certification/404 Permit
On-site Wastewater Permit
NPDES Permit (including stormwater)
Non-discharge Permit
ter Supply Watershed Variance
Erosion/Sedimentation Control
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
1. Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map
or site plan in Adobe (pdf) format) to accurately delineate the boundaries of the land to be uti
in carrying out the activity, the location and dimension of any disturbance in the riparian buff
associated with the activity, and the extent of riparian buffers on the land. Include the area of
buffer impact in ft2.:
2. Fill in the table below to identify the square footage of impact to Zones 1 & 2 in the protected
riparian buffers and the required mitigation (Fill in the impacts portion of the table, even if
mitigation is not required):
Buffer Impact
Zone of Impact in Number Purpose for Multiplier Required
Impact Square Feet (Indicate on the Impact Mitigation
Plan Sheet)
Zone 1 2
Zone 2 1.5
Catawba Variance Request Form, page 2
Version 2: March 2009
Total
*For the Catawba River mainstem, zone I extends out 30 feet perpendicular from the most landward limit of the top of
bank or the rooted herbaceous vegetation; Zone 2 extends an additional 20 feet from the edge of Zone 1, For mainstem
lakes, Zone 1 begins at the most landward limit of the full pond level and extends landward 30 feet. Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. 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:
4. 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.):
5. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this Rule.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
(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.
Part 3: Stormwater
1. Provide a description of all best management practices (BMPs) that will be used to control
sedimentation impacts associated with the proposed activity. Please ensure to include all applicable
operation & maintenance agreements and worksheets for the proposed BMPs. Also, include the
Catawba Variance Request Form, page 3
Version 2: March 2009
BMPs on your plan sheets.
2. Attach a description of how diffuse flow will be maintained through the protected riparian buffers.
Please ensure to include all applicable operation & maintenance agreements and worksheets for the
proposed diffuse flow measure(s). Also, include the diffuse flow measure(s) on your plan sheets.
3. Attach a detailed plan for all proposed structural stormwater BMPs.
Drainage
basin Size of
drainage
basin
ac Post-development
sediment loading rate
without BMPs°
bs/ac/ r BMP sediment
removal efficiencys
(%) Final
sediment
loading rate
Ibs/acl r
1
2
3
4
S
Totals ------ ------ ------
4 Attach calculations and references.
s Attach calculations and references.
Part 4: Water Quality Protection, continued
4. Attach all applicable supplement form(s) and Inspection and Maintenance (I&M) Form(s) to this
completed application. The applicable supplemental form(s) and I&M form(s) for the proposed
BMPs noted in your application can be downloaded from the following website:
Part 5: Proposed Impacts and Mitigation
Provide a description of how mitigation will be achieved at your site pursuant to 15A NCAC
2B.0244.
If buffer restoration is the method you are requesting, be sure to include a detailed planting plan to
include plant type, date of plantings, the date of the one-time fertilization in the protected riparian
buffers and a plan sheet showing the proposed location of the plantings. A guide to buffer
restoration can be downloaded at the following website:
If payment into a buffer restoration fund is how you plan to achieve your mitigation requirement,
then include an acceptance letter from the mitigation bank you propose to use stating they have the
mitigation credits available for the mitigation requested.
Catawba Variance Request Form, page 4
Version 2: March 2009
Part 6: 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 7: Applicant's Certification
I, (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.
Signature:
Date:
Title:
Part 8: Plan Sheets
Be sure to include a copy of all of your completed application form, plan sheets and maps in Adobe
(pdf) format on a CD or floppy disk.
Part 9: Checklist
A complete appplication submittal consists of the following components. Incomplete submittals will be
returned to the applicant. The complete variance request submittal must be received 90 days prior to
the EMC meeting at which you wish the request to be heard. Initial below to indicate that the necessary
information has been provided.
Applicant's Item
Initials
• Original and two copies of the Variance Request Form and the attachments listed
below.
• A vicinity map of the project (see Part 1, Item 5)
• Narrative demonstration of the need for a variance (see Part 2)
• Calculations supporting sediment loading estimates (see Part 4)
• Calculations and references supporting sediment removal from proposed BMPs
(see Part 4)
• Location and details for all proposed structural stormwater BMPs (see Part 4)
• Three copies of the applicable Supplement Form(s) and I&M Form(s) for each
BMP and/or narrative for each innovative BMP (see Part 4)
• Three copies of plans and specifications, including:
0 Development/Project name
0 Engineer and firm
0 Legend and north arrow
0 Scale (1" = 50' is preferred)
0 Revision number & date
Catawba Variance Request Form, page 5
Version 2: March 2009
0 Mean high water line (if applicable)
0 Dimensioned property/project boundary
0 Location map with named streets or NC State Road numbers
0 Original contours, proposed contours, spot elevations, finished floor
elevations
0 Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
0 Footprint of any proposed buildings or other structures
0 Wetlands delineated, or a note on plans that none exist
0 Existing drainage (including off-site), drainage easements, pipe sizes, runoff
calculations
0 Drainage basins delineated
0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Catawba Variance Request Form, page 6
Version 2: March 2009
Driving Directions from the Point Dr & Brawley School Rd, Mooresville, North Carolina ... Page 1 of 2
mapiquestTrip to:
104 Woods Hole Ct
Mooresville, NC 28117-6007
0.81 miles
2 minutes
Notes
the Point Dr & Brawley School Rd Miles Per Miles
Mooresville, NC 28117 Section Driven
1. Start out going SOUTHEAST on THE POINT DR toward Go 0.1 Mi 0.1 mi
MEETING HOUSE CIR.
2. Turn SLIGHT LEFT onto MEETING HOUSE CIR. Go 0.1 Mi 0.2 mi
41 3. Take the 2nd LEFT onto VINEYARD DR.
If
h
' Go 0.4 Mi 0.6 mi
you reac
VESTAL DR you
ve gone a little too far
4. Turn LEFT onto FALMOUTH RD. Go 0.2 Mi 0.8 mi

r 5. Take the 1st RIGHT onto WOODS HOLE CT.
' Go 0.01 Mi 0.8 mi
If you reach WATERHOUSE CT you
ve gong about 0.1 miles too
far
. 6.104 WOODS HOLE CT is on the RIGHT. 0.8 mi
If you reach the end of WOODS HOLE CT you've gone a little too
far
104 Woods Hole Ct 0.8 mi 0.8 mi
Mooresville, NC 28117-6007
http-//www.mapquest.com/print?a=app.core.dfdba8d8643208aO 14d38cdf 7/12/2011

Driving Directions from the Point Dr & Brawley School Rd, Mooresville, North Carolina ... Page 2 of 2
Total Travel Estimate: 0.81 miles - about 2 minutes
1

1000ft
ffwpque7st 200m d :'E'
©2011 MapQuest -Portions ©2011 NAV IEQ, Intermap I Terms
All rights reserved. Use subject to License!Cooyright
Directions and maps are informational only. We make no warranties on the accuracy of their content, road conditions or route usability or
expeditiousness. You assume all risk of use. MapQuest and its suppliers shall not be liable to you for any loss or delay resulting from your use of
MapQuest. Your use of MapQuest means you agree to our Terms of Use
Aot •
irk:e T , txlsr Your TRAVELING THE AMERICAN ROAD
'?..., e r (fie . ; 2111 .=:?JaiJ R. .,: .f "•(l,! ??:ra '?
Trauet w _€ntia(s .:
http://www. mapquest. com/pri nt?a=app. core. dfdba8d8643208a014d3 8cdf
7/12/2011

Driving Directions from Williamson Rd & Brawley School Rd, Mooresville, North Caroli... Page 1 of 2
Notes
mapquestTrip to:
104 Woods Hole Ct
Mooresville, NC 28117-6007
6.18 miles
17 minutes
•
r+
IN

41
4
Williamson Rd & Brawley School Rd Miles Per Miles
Mooresville, NC 28117 Section Driven
1. Start out going SOUTHWEST on BRAWLEY SCHOOL RD toward Go 5.3 Mi 5.3 mi
TOWN CENTER DR.
2. Enter next roundabout and take the 3rd exit onto THE POINT DR. Go 0.3 Mi 5.5 mi
3. Turn SLIGHT LEFT onto MEETING HOUSE CIR.
4. Take the 2nd LEFT onto VINEYARD DR.
If you reach VESTAL DR you've gone a little too far
5. Turn LEFT onto FALMOUTH RD.
6. Take the 1st RIGHT onto WOODS HOLE CT.
If you reach WATERHOUSE CT you've gone about 0.1 miles too
far
7.104 WOODS HOLE CT is on the RIGHT.
If you reach the end of WOODS HOLE CT you've gone a little too
far
104 Woods Hole Ct
Mooresville, NC 28117-6007
Go 0.1 Mi 5.6 mi
Go 0.4 Mi 6.0 mi
Go 0.2Mi 6.2mi
Go 0.01 Mi 6.2 mi
6.2 mi
6.2 mi
6.2 mi
http-//www.mapquest.com/print?a=app. core. dfdba8d8643208a014d38cdf 7/ 12/2011
r
Driving Directions from Williamson Rd & Brawley School Rd, Mooresville, North Caroli... Page 2 of 2
Total Travel Estimate: 6.18 miles - about 17 minutes

0
Y

F o(jresvllle

A
fI'
rS f
I.
If

Mount Mourne

b=

C)
d?
I?
±i

©2011 MapQuest - P&5onvA " ,-;AV; 4 Q, Intermap I iei??as,
sjL, ,k « Corwriaht
Directions and maps are informational only. We make no warranties on the accuracy of their content, road conditions or route usability or
expeditiousness. You assume all risk of use. MapQuest and its suppliers shall not be liable to you for any loss or delay resulting from your use of
MapQuest. Your use of MapQuest means you agree to our Terms of Use
Get Ill aplQUest on your mobite. o iie.mapq e t,cor
http://www.mapquest.com/print?a=app. core. dfdba8d8643208a014d38cdf 7/12/2011
Part 2: Proposed Activity
1. The location is 104 Woods Hole Ct, Mooresville, NC 28117 (Lot # 83 The Point Subdivision).
There is a large drainage pipe running along the homeowner's property line. The large pipe
daylights right at the 50' buffer and the area, in which the drain is exposed, is actually lower
than the level of the bank along Lake Norman, and thus it is creating a pooling effect in the
buffer area. The water does not seem to release from the pipe at a high velocity, but when
water does come through the pipe it gets caught in a sunken area of the buffer, thus creating a
pool of water, with no way of releasing into the lake or draining properly. The bank of the lake
is approximately 14" higher than the low area where the water is pooling. Our goal is to create
a swale from the drainage pipe out to Lake Norman so that the water can slowly release out of
the buffer zone area as opposed to creating a pool of water and a drainage issue.
3 c?
O y?j Z ? l?
? 9 ? ?I1_1 ?G 8 2
?- Y"S r fi W
4.
C RG
0" RC , . /
I VERT: 759.2
T
04
EX. BENT /
#4 REBAR <lop
TRIPLE
MAPLE
759.46
rn
+759.55 \ / C
8" MAPLE (\ \
759.67
0 \
t a?
DOUBL? %MA E \
7,59.52-
DOUBLE ?v1APLE \
!`d V59.89 SO,
? \ L
18" OAK 8" MAPLE FCC
759.52 759.96 +7h.89 \ T9? \
6 6" MA4PLE
760.1
10" MAPLE r
. ` 760.30'-,,,,
MAPLE I
24" OAKv I ?C. 760.01 i
759.46 S \
MAPLE CLUSTER
760.26 + EX. 4 BA?
760.02
6" RIVER BIRCH
759.93 /
12" MAPLE `A G•
r r 760.05
r r LAKE r r r 8" RIVER BIg 91
r r r
r-rr?NORMAN??r?
.-?r r
r ANY DOCKS, PIERS OR OTHER" r r 24" BEE
r IMPROVEMENTS BUILT ON LAKE- r 759.76
r -ARE NOT SHOWN ON THIS r
r r -SURVEY PLAT. r r
BRAWLt7 Sn°°d n - o o p E o z n m
s s -= o o nzcn
R1 00? s o€ g? noo='??
y i AD??Ao
8 Ro ' n ? ?? ?m
^$ £ 00
8o p5
.on ?n ;?o g n,
ooz v?inn?q? RIII11 ,? 48
F =ss ?Ot" a
c2 _.-an'J2 ;'r I? ?Zi I jF b ?/ I?,No• o
? I alai ?? oeL _ j. z
oa?l
li
8 qq
X (CO
co 0
S X r m O Z ` /m R9Cf 762
t
n
X OZ ?z??T.m U. 4 $76q? / ?\ ?\
a
.. Tt cD p 0 p j/ - 763 _ \ •.\ o
J J?=DpOp O I D ..\\ ?.,
opO? Km? ! oa v?,?_
1 N.
cm 0, <
co 0
Z'f
N\? (n plnN
LD
oo ? oa + ?
poOZZ -P,a C?i'tG 91 CO 6
Lo 01
(bS ANN °°V' $ ?
w u ? Sri it \n?ereq? ,' S
N v / n i
N y n v? u ?8 ?? .vv n e
< f 2?q l^ ` 1 \
< A P M/iJ
m f A --
N No 0
oA O II 0 a I + \ \
O <
p
O O A r I O 1,^. I O a
< z U ?O eN
Z 0 0 I v
O m m m
:CJ N W o o O \
= Q
D
X rO G1 G7 O V
z \ Gm y
D N o 0 0 ?/? Q< \
o v a \
m
m ?
m ?
0 O
0 --y tO OJ V OiUA W N?
Z m
Z I?
O C7 I? Cj
Z yy
D ZZ Z Z ZZ1/I VI UI
rr^^ N
O r VI ? O)00? mmmJA oq?
O JAND;? ?J m
Lti ^ N?NU?UNNN ,.C i?'
Z O A A 00 OUN O
OON? A ACn N?
^ wioNN-mA,oam- .3/
>? 'j, FFf FfFFFF
mW z
O
D '? l 1
j O A A A N N A m O
? m A? N U J
r^ W IDU?O?
A y, O?ON dIN W N-•? ?
z
Part :: Applicaut's Certification
1; - 4 ^-i_- Ij-5.1 ?1 _ _ _ __ --. (;,r.nt or pc. n^rie ?f pe on 'istcd ir.
1, ham 2), ce.-vfy tha,. ;h1: 11Sormp-liun lilt.:UGCd on '
:tis perr.:it t;
apn io
..t the
project will be co S-^seted in conformance with the approve plans arid. that the deed restrictions in
ai:cudance with ?a:-. i if this form will be recorded with lI rBouirec ne.mit conditiom.
Siznature:
Part. 8: Plan Sheers
Be stare to include c: copy of all o vour cotrtp',, . ;d --ppli=ioll fora., plan sheet xnc wraps in AC:obe
(?? .: 'Inat on : CD or:iapny ais?.
Part 9: Checklist
A C-()Mp?;';e ?p?pl1CcaMn SLAM:tt 1 ;'o'!5i.s.s of the :Jllowmg. coltl'Onents. 1ncompleie subni:tals wil.
be re:umc-d to the. applica-1L Tte cot. aletc. variance regtaest. sub :litta! moist be received 90 cars prior
to the EMC :-WtTin , at wllieh yt)u wis'.i Lt 8 req?tcstto be h? r?1. Ini:.a'. below to indicaw th?it tic
GC °3t=1^-' ir, Gr_n--r:Orr ?,- b,-en L'ri v: de ?.
Applicant's Itom
Initials
_?.___. Ur final u?d tun cepi:.5 of tie Variance Rcc>=e Furrr and the atiazhmvn3
. lis^rd below.
A viei:city malp c 'he project (see Par! 1, Item 5)
__ .. arrat v ce: tor,; ra ion o: -l4 reed `or a vain'-lace. (sez ?an -2)
--- -- Calculations su-morrin , K-d'.nlent lording es im es (sec ?- ar: 4}
+ C'alculaiions xid rererCnCL-S;U?JpOrt nN, ie(?tC1 T removal from proposed SNIPS
- (see °^a.l4)
• ! ocmion f_i1C deT-ilI.s for LE propose; ;irL:crur-: S(4rr!' W ?:v.' B1'ri (Scc Par: ")
Three copies of the appl tale Supplement. FOMI(.) ane I&:'1 FoeA(s) for eai:h
- SNT azmd/o- n'. native for each lnnov; t:v° 13.W (SCe Ril', 4)
• .-:Sd:'. coppic5 C: I)L%rS ...nn spCCIItc3:1UPS, it:cl'udirg;
Engineer and firm
! cscn:l nd :tort: trrrow
Sca:e ('"= :;0' is Pn:fcrm•d,
v Rek?sion aurnber & dat;
Me= tliY, v??te: !l e (.• apn:IcaF'el
-_._-__ .._.._ J rJil-.ea>iJ.^.:•? L?r07e-'y/pro:ect boand'W?
Location m0 wi:z n?.rno-d streets or \C; St:::a Road rt mbers
0 Original eontonr& proposer: contours- spot elevations, finished floor
c,i roads, parking vii-do-syi5, sid8wniks, a'ic curb ant. g iLlor
Footprint of . ry proposed buildings or other strtl+.°ture5
V6'Et_3nd5 cello 3ted, Jr a r_„? Uri .?! fns Llat ntmc eti15`
------ -- Esis:in r r i±ragc uc:ng of:-s w-lim:_;e z;:-aemenu, pipe svtS, ruho `,'
--- --- -- Drainage basins delinwed
c,r.:tins ?•? ?._ e ti?x.:: ?-z, ??s: