20071721 Ver 1_Application_20071011

'1`tte follur~ing is an abbreti•iated application form far those applying fora 401 Water
t~ualih Certification to impact FEfiC (federal Energy Regulatory Conrntissiony
reguiaic~tt lake shore or irottom under the LiS_ Army Corps of Engineers Permit
GP30. 'Fhis App[icatiun cannot be used for n•ettand or stream impacts. Please
provide seven (7) copies of tftis application and supporting infarrrtation as welt as a
non-refnndahle application fee to the Division of 1i'att:r Quality of S20U,UU for
impacts of to lake bottom of less bran }sere and S47~.UU fur impacts to take bottom
of greater or equal to 1 acre.
Appliratians should be sent ta:
Division ofR'aterQuality Wetlands Cinit
1650 l~fait Service Center
Raleigh, tiC 2769-1650
t. :~ppticant Information
±. Uwner.lp~}ican ht~t~~~rt,n~r,-t{ion
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t4ta1}ill,? ~ddl'e~~: ~~
Q~'-1721
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1 1 p ceJn~ tittntbc~r ~ '~'~.~: ~JrJ•~ t~a~ ?ti:zmner:~, ~C-
3 Ayer.+. lnii~rr!ssrinn (A si~mcd adi,.}- dared u,r}~ <,f the As~cnt aurh,tri~tion letter
ntrr: bti ,ttt :)tcc it ih; :l~cn: l:as si~aa:en :t::t?~c;rit}~ tur tlt c~«rner~~rF}iianr.l
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Campzn}' iftifiatior,'- ---------- ----_~-~------- --------- - -- ---
~tailin:r :~ddre~s: ----- __----------.. __ ---------
l'~ic:pltottc'- Nlunber:
Il. 1'rojcct Intorntatinn
;t:S;ifi a vicinity ntsp .l::ari}' s!:nu•ia~ t}tc. i.`~.a!ion of the l,r>rctt~ ~'irlt rc(,:~i. r,+
iorzi iand:tl~arF:4 .uclz ;zs ac,uas<,, ri'<ers. ;in4 r:~ads. Als:7 pm~•tdc a dcailed site
plan sh.suing rropcK; bt.:aniaris :vtz1 deleloptnent pl;uzs iu ri}atiu;: r~,
.c;rTOUndin~? rrut,ar,ies. 4'ou rtsv use. the di ~rarn beluu ti, rtal:c a lt<:n~i sk~[iIz of
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your project. Also, see the example below for guidance. Both. the vicinity reap and
sire plan must include a scale and north arrow. The footprints of all buildings,
impervious surfaces, or other facilities must be included.
1. Location /1 ~ _
Caunty. (_..,....}~- t~ ~~C\ Neatest Town:
Subdivision name or site address (include phasellot number): -I ~ ~~~
Directions to site please include road numbers, etc_ (Th' no
ecessary if an squat vicinity~~rarap is in ed):
`-~ ~ - .H.
`--~ O ~ ~
2. Describe the existing land use or condi 'on of the site the time o this
application ~C~~3 i ~~~-~" ~ '~~i~ ~ ~~S _ ~ i'~~
3. Propeny size (saes}: ~ ' ~ ~ i , / ~ , ~ i
4. Nearest body of water (stream/rivedsouttdloceamlake): ~~ r ~ ~' ~ \ ~~
5. Descnb~ t~e purpose Qf itre praposed wo
6. Lift t}te type of eq~ent to ~ used to co^nsAt^e`the
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls,
etc.) below the no~al pocl~lake~vgin s uat+e fee[ or mss: ~
8. a. Amount of impact (including all clearing, back fill-, excavation, rip rap,
retaining walls, etc.} above the no 1 pool a level 50 ~t land-ward in
square feet or acres: `~
('s-i; ~
b. Please describe vegetation above the normal pool lake level and 50 feet land-
ward to be ' patted (number of trees for i Lance): ~
l ~ SS - C\
Appl'° tlAgent's Signature uate
(Agent's signature is valid anly if an authorization letter from the applicant is provided.)

Printable map Ot l /U l;narlry Lane tselmom lvc GoviG - 1viaNsviiuawiii
Maps & Directions Maps Results Page
Location
170 charity lane Belmont nc 28012
e.g. Address, City and State or Zip
- Driving Directions
Clear M~
Use this map or these directions at your own risk. No representation or warranty is made as to their accuracy, completeness or drlvaomty
for any damages, losses or delays which resuk from using these directions. Obey all traffic red
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http://mapsonus. comiswy.5/dir/mapresults.htm?FLTNC=MAP&MEM=S&L0=170+charity... 9/20/2007

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7

SHORELINE STABILIZATION PLAN

I will use 4-toot-long, 3-inch-wide pipe. This allows 2 feet of each post to be anchored
into the ground, with 2 feet above the surface to support the wall I needed roughly 250
linear feet of seawall to keep the lake at bay. "And each pipe had I/2-inch, all-thread
rebar~ welded to them to mount the boards. I will go to a local steel-pipe company and
buy 34 sections of pipe. I will take it all to a welding shop and gave the welder the
measurements by marking one of the pipes4, which he used as a template for the others.
In addition to the posts, the building materials included 5 b0-pound bags of Quikrete or
Sakrete to anchor each post, 65 boards of 2-by-12, 10-foot-long lumber, and galvanized
nuts and washers for mounting the boards.
Diving In
To construct a seawall, first I will mark along the shoreline at 8-foot intervals, indicating
the positions for the posts. Keeping the locations as level as possible along the slope of
the shore. Also, keeping in mind the typical variances in water level for your property.
The seawall needs to be positioned as a barrier to the water. Shorelines with a shallow
slope and predictable, gradual changes in water level.
The next step is digging the holes to anchor the pasts. Digging through the stuff can be
like digging through cement, and each hole had to be at least 2 feet deep and roughly 10
inches wide.

Posting Up
Once the holes are excavated, it's time to set the posts. Use a level and a string to make
sure the posts are plumb and even with each other. Keep the height of the posts as level
as possible to give the wall a nice, uniform appearance. Then fill the holes with concrete.
Use strips and stakes to keep the posts in plumb position while the concrete dries (allow
at least 24 hours for drying).

Next I will, measure and cut each board to the length needed to fit between the posts. As
shorelines tend to be irregularly shaped, you may have some discrepancy in measurement
from post to post, so each board must be measured and cut independently. Then measure
and mark each all-thread mounting location on the boards. Again, each mounting hole
must be measured separately. Drill the holes and have someone help you mount the
boards.

To backfill the wall, fill the lower portion with large gravel or crushed rack to allow
plenty of drainage from shoreline runoff. Cover the rocks with sand and then a final layer
of topsoil..
The last step is to cover the lower front of the seawall with riprap (stones or chunks of
concrete), which will help prevent the water from substantially eroding the foundation of
the wall.
Once the seawall is completed, my seawall have an effective barrier against the woes of
water erosion, protecting your shore from washing away with the tides.

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54, 489 S. F.
OR
~.25a9 Ac. ~
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NET AREA BY DMD `~

~ GROSS AREA BY DMD
38, 552 S.F.
OR ~ 33, 708 S F.
OR
a. 8850 AC. `
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GROSS AREA
'~'~. BY DMD o
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<s, 48, 584 S F. .
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